HomeMy WebLinkAbout2022-04-04 J19 Vintage Estates of Waukee_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 4, 2022
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Vintage
Estates of Waukee
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Ewing Properties, requests approval of a site plan for a
detached townhome development. The property is 7.90-acres in area and is
located south of SE Tallgrass Lane and west of SE Parkview Crossing Drive.
The site plan includes 29 detached townhomes and one (1) clubhouse. In
addition, to the clubhouse, the site will include a pool and sport courts for
residents use.
Access to the site will be provided from SE Esker Ridge Drive. The required
amount of parking is being provided across the site. All utilities and streets
internal to the site will be privately owned and maintained.
The applicant has provided elevations for the proposed building on the site.
The design and materials are consistent with the Site Plan Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the December 14, 2021 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Final Plat for Vintage Estates of Waukee
Planning Coordinator, Andy Kass, introduced the request for approval of a preliminary plat, final plat,
and site plan for a villa style townhome development as submitted by the applicant, Ewing Properties.
The property is generally located north of SE Esker Ridge Drive and west of SE Parkview Crossing
Drive, containing approximately 11- acres.
Mr. Kass advised that the development would include the construction of 29 detached townhome units
and one clubhouse that will be owner occupied, but parceled as one lot to be operated as a Cooperative
for maintenance of the common areas. The maximum size of the villas is shown to be 2,552 square
feet and the clubhouse is shown to be 6.507 square feet in size and contain an outdoor pool. A Planned
Development provides specific provisions for the size and appearance of the product. Access to the
property is shown off of SE Esker Ridge Drive to the privately owned and maintained SE Vintage
Lane for final access to the units and clubhouse. Public utilities will be extended to the property, all
utilities internal to the site will be privately owned and maintained. A 25 foot landscape buffer is
required along all sides of the development, and a fee has been proposed in lieu of parkland dedication.
J19
Lot 2 which is zoned K-OF (Kettlestone Office District) will not contain any of the mentioned project.
Development on this lot is not proposed at this time.
Staff recommends approval of the preliminary plat, final plat, and site plan subject to any remaining
staff comments and review of the legal documents.
Commissioner Hoifeldt moved to approve the Preliminary Plat for Vintage Estates of Waukee
subject to any remaining staff comments and review of the legal documents. The motion was
seconded by Commissioner Ward. Ayes: Streit, Broderick, Hoifeldt, Koshy, Ward, and
Gerlitz. Nays: none. Motion Carried.
Commissioner Hoifeldt moved to approve the Final Plat for Vintage Estates of Waukee
subject to any remaining staff comments and review of the legal documents. The motion was
seconded by Commissioner Gerlitz. Ayes: Streit, Broderick, Hoifeldt, Koshy, Ward, and
Gerlitz. Nays: none. Motion Carried.
Commissioner Hoifeldt moved to approve the Final Plat for Vintage Estates of Waukee subject to any
remaining staff comments and review of the legal documents. The motion was seconded by
Commissioner Broderick. Ayes: Streit, Broderick, Hoifeldt, Koshy, Ward, and Gerlitz. Nays: none.
Motion Carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Community Development Director
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE SITE PLAN FOR VINTAGE ESTATES OF WAUKEE (700 SE ESKER
RIDGE DRIVE)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Vintage Estates of Waukee, subject to remaining staff comments on December
14, 2021; AND,
WHEREAS, the Site Plan for Vintage Estates of Waukee is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Vintage Estates of Waukee is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 4th day of April, 2022 that the Site Plan for Vintage Estates of Waukee is approved subject to
remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Vintage Estates of Waukee –
Preliminary Plat, Final Plat, & Site Plan
PREPARED BY: Andy Kass, AICP, Planning
Coordinator
REPORT DATE: December 10, 2021
MEETING DATE: December 14, 2021
GENERAL INFORMATION
Applicant: Ewing Properties
Owner:
E & J, LLC
Owner’s Representative:
Jason Ledden, P.E. – Snyder & Associates
Request: The applicant is requesting approval of a
preliminary plat, final plat, and site plan for a villa
style development.
Location and Size: Property is generally located north of SE Esker Ridge
Drive and west of SE Parkview Crossing Drive,
containing approximately 11-acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
December 10, 2021
2 of 4
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant - Undeveloped Office R-4 (Row Dwelling &
Townhomes District) /
PD-1 (Planned
Development Overlay)
& K-OF (Kettlestone
Office)
North Kettlestone Heights
Neighborhood
Medium Density Residential R-2 (One & Two Family
Residential District) /
PD-1 (Planned
Development Overlay)
South Vacant - Undeveloped Retail Community K-RC (Kettlestone Retail
Community)
East Kettleview Office Office K-OF (Kettlestone
Office) & K-MU
(Kettlestone Mixed-Use)
West Kettlestone Ridge
Neighborhood
Single Family Residential R-2 (One & Two Family
Residential District)
HISTORY
The subject property is located north of SE Esker Ridge Drive and west of SE Parkview Crossing Drive. The
property is approximately 11-acres in area and was the subject of a rezoning in summer 2021.
PROJECT DESCRIPTION
The project involves the construction of 29 detached villa style townhome units and one (1) clubhouse. The
maximum size of the villas is shown to be 2,552 square feet in area. The clubhouse is shown to be 6,507
square feet in area and will have an exterior pool. The project is proposed to be developed over the course of
one phase. All units will be owner-occupied. The units will be platted on one lot. Trash and recycling service
will be provided to each unit. As part of the rezoning process a planned development overlay (PD) was
approved to allow for the development. The PD included some specific provisions that the developer will be
required to comply with. The specific provisions are as follows:
Minimum two car garage;
Minimum of 1,350 square feet of floor area per unit;
No more than two adjacent units can share the same building elevation; and
Prohibition of vinyl siding
December 10, 2021
3 of 4
The site plan demonstrates that the proposed units will meet or exceed the minimum bulk regulations of the
R-4/PD-1 zoning district. Table 1 below summarizes the bulk regulations that are applicable to the proposed
development.
Table 1: Bulk Regulations for the R-4/PD-1 District
Category R-4/PD-1 (minimum)
Front Yard Setback 30 feet (perimeter) 22-feet (internal w/out sidewalk)
25-feet Internal w/ a sidewalk)
Rear Yard Setback 30 feet
Side Yard Setback 10 feet
Maximum Density 4 units/acre
ACCESS AND PARKING
Access to the property is shown to be provided from SE Esker Ridge Drive. SE Vintage Lane is shown to be a
loop street and will be a privately owned and maintained street. SE Vintage Lane will have streetlights. The
street lights will be owned and maintained by the owners cooperative.
A five-foot sidewalk will be provided along one side of SE Vintage Lane. In addition, the applicant will install 5-
foot sidewalks along SE Esker Ridge Drive and SE Tallgrass Lane.
A total of 64 parking spaces are required for the overall development. The site plan indicates 124 parking
spaces will be provided across the site. This parking count includes two garage spaces and two driveway
spaces provided with each unit.
UTILITIES
Sanitary sewer and water services were extended to the property as part of the overall Shops at Kettlestone
North improvements. Extensions of private sewer and water main will be installed as part of this project. All
utilities will be privately owned and maintained. Stormwater detention will be provided for in a regional
detention basin to the east. The regional basin is owned and maintained by the City of Waukee.
LANDSCAPING & OPEN SPACE
The R-4 zoning district does not require a specific open space percentage; however, it does require a
minimum of two trees per unit. In addition, the applicant will be required to provide a 25-foot land scape
buffer along all sides of the project. The landscape plan demonstrates compliance with the landscape and open
space ordinance.
PARKLAND DEDICATION
A total of 0.42-acres of parkland dedication is required. The applicant has proposed to satisfy this requirement
with a fee in lieu of land dedication.
ELEVATIONS
Elevations of the available units have been provided by the applicant. Proposed materials include hardboard
siding, asphalt shingles, stucco, and brick or stone.
LOTS
The preliminary plat and final plat identify two (2) lots to be platted. Lot 1 is 7.90-acres in area and is where
the proposed units will be constructed. Lot 2 is 3.03-acres in area and is not proposed to be developed at this
time. Lot 2 is zoned K-OF (Kettlestone Office District). All proposed lots meet the minimum requirements of
the Zoning Ordinance.
December 10, 2021
4 of 4
STAFF RECOMMENDATION
The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan
Ordinance, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat, and site
plan subject to remaining staff comments and review of the legal documents.
SE ESKER
RIDGE DR
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PRELIMINARY PLAT AND SITE PLANS
FOR
VINTAGE ESTATES OF WAUKEE
CITY OF WAUKEE, DALLAS COUNTY, IOWA
VICINITY MAP
PROJECT LOCATION
NOT TO SCALE
OWNER
E&J, LLC
2521 WASHINGTON STREET
PELLA, IOWA 50219
CONTACT: JEFF EWING
PHONE: (641) 628-1077
EMAIL: jeff@ewingprop.com
DEVELOPER
EWING PROPERTIES
2521 WASHINGTON STREET
PELLA, IOWA 50219
CONTACT: RAY BISBEE
PHONE: (641) 780-3408
EMAIL: ray@ewingprop.com
ENGINEER
SNYDER & ASSOCIATES, INC
2727 SW SNYDER BLVD
ANKENY, IOWA 50023
PHONE: (515) 964-2020
PROJECT MANAGER: JASON LEDDEN, PE
ERIN GRIFFIN, PLS
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I hereby certify that this engineering document
was prepared by me or under my direct personal
supervision and that I am a duly licensed
Professional Engineer under the laws of the
State of Iowa.
Jason A. Ledden, P.E.Date
License Number P24117
My License Renewal Date is December 31, 2022
Pages or sheets covered by this seal:
JASON A.
LEDDEN
P24117
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SHEETS C100-C503
Index of Sheets
Sheet #Sheet Title
C100 TITLE SHEET
C101 PROJECT INFORMATION
C200 HYDRANT COVERAGE PLAN
C300 DIMENSION PLAN
C400 UTILITY PLAN
C401 STORM SEWER PLAN
C500 OVERALL GRADING PLAN
C501 DETAILED GRADING PLAN
C502 DETAILED GRADING PLAN
C503 EROSION CONTROL PLAN
C504 INTERSECTION AND SIDEWALK DETAILS
C600 PLANTING PLAN
PROPERTY DESCRIPTION
OUTLOT 'X', THE SHOPS AT KETTLESTONE NORTH PLAT 4, AN OFFICIAL PLAT NOW
INCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.
ZONING
LOT 1
R-4/PD-1(BK 2021, PG 27620): ROW DWELLING & TOWNHOME DWELLING
DISTRICT/VINTAGE ESTATES PUD
LOT 2
K-OF: KETTLESTONE OFFICE DISTRICT
BULK REGULATIONS
LOT 1
FRONT YARD SETBACK = 30'
REAR YARD SETBACK = 30'
SIDE YARD SETBACK = 10'
MAXIMUM DENSITY = 4 UNITS/ACRE
MAXIMUM HEIGHT = 40'
MINIMUM FLOOR AREA = 1,350 SF
LOT 2
FRONT YARD SETBACK = NONE
20' FOR ACCESSORY STRUCTURES
REAR YARD SETBACK = NONE, UNLESS ADJACENT TO SINGLE FAMILY, THEN 50'
5' FOR ACCESSORY STRUCTURES
SIDE YARD SETBACK = SAME AS REAR YARD
MINIMUM BUILDING SEPARATION = 25'
MAXIMUM HEIGHT = 8 STORIES
1 STORY FOR ACCESSORY STRUCTURES
MINIMUM HEIGHT: UNDER 15,000 SF = 1 STORY, OVER 15,000 SF = 2 STORY
FLOOR AREA RATIO = 0.35
PARKING REQUIREMENTS
2 SPACES PER 1 UNITS
29 UNITS X 2 = 58 SPACES REQUIRED
2 SPACES IN GARAGE AND 2 SPACES IN DRIVEWAY PER UNIT = 116 SPACES
VISITOR PARKING SPACE REQUIREMENTS = 1 SPACE PER 5 UNITS
29 UNITS/ 5 UNITS X 1 SPACE = 6 SPACES REQUIRED
8 SPACES PROVIDED INCLUDING 1 HANDICAP
STALL
TOTAL SPACES PROVIDED = 124 SPACES PROVIDED INCLUDING 1
HANDICAP STALL
AREA
10.93 ACRES (475,765 S.F.)
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UTILITY QUALITY SERVICE LEVELS
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY
TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI /
ASCE 38-02 STANDARD.
QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR
ORAL RECOLLECTIONS.
QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING
VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT
IN CORRELATING THIS INFORMATION WITH
QUALITY D INFORMATION.
QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF
APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE
AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.
QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND
UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY
EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION,
MATERIAL, AND OTHER CHARACTERISTICS.
UTILITY WARNING
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN
COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR
SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED
EXCEPT WHERE NOTED AS QUALITY LEVEL A.
FEATURES EXISTING PROPOSED
Spot Elevation
Contour Elevation
Fence (Barbed, Field, Hog)
Fence (Chain Link)
Fence (Wood)
Fence (Silt)
Tree Line
Tree Stump
Deciduous Tree \\ Shrub
Coniferous Tree \\ Shrub
Communication
Overhead Communication
Fiber Optic
Underground Electric
Overhead Electric
Gas Main with Size
High Pressure Gas Main with Size
Water Main with Size
Sanitary Sewer with Size
Duct Bank
Test Hole Location for SUE w/ID
(*) Denotes the survey quality service level for utilities
Sanitary Manhole
Storm Sewer with Size
Storm Manhole
Single Storm Sewer Intake
Double Storm Sewer Intake
Fire Hydrant
Fire Hydrant on Building
Water Main Valve
Water Service Valve
Well
Utility Pole
Guy Anchor
Utility Pole with Light
Utility Pole with Transformer
Street Light
Yard Light
Electric Box
Electric Transformer
Traffic Sign
Communication Pedestal
Communication Manhole
Communication Handhole
Fiber Optic Manhole
Fiber Optic Handhole
Gas Valve
Gas Manhole
Gas Apparatus
Fence Post or Guard Post
Underground Storage Tank
Above Ground Storage Tank
Sign
Satellite Dish
Mailbox
Sprinkler Head
Irrigation Control Valve
LEGEND
○
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FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap # 11579
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Control Point
Bench Mark
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Minimum Protection Elevation MPE
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
UTILITY CONTACT INFORMATION
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM
THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552105375.
CO1-COMMUNICATION CENTURY LINK
SADIE HULL
918-547-0147
SADIE.HULL@LUMEN.COM
UE1-UNDERGROUND ELECTRIC MIDAMERICAN ENERGY
JAMIE NEER
515-252-6972
MECDSMDESIGNLOCATES@MIDAMERICAN.COM
W1-WATER MAIN WAUKEE, CITY OF
S1-SANITARY SEWER TIM ROYER
ST1- STORM SEWER 515-978-7920
G1-NATURAL GAS TROYER@WAUKEE.ORG
CONTROL POINTS
IOWA SOUTH STATE PLANE COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CP100 N=577071.89 E=1542829.15 Z=1045.20
SET CUT "X" ON TOP CURB AT DOUBLE BACK OF CURB INTAKE
LOCATED SOUTH SIDE SE ESKER RIDGE DR., +-60' WEST OF
CENTERLINE SE PARKVIEW CROSSING DR. (AS SHOWN ON
SURVEY)
CP101 N=577090.55 E=1542487.89 Z=1048.78
SET CUT "X" ON TOP CURB, SOUTH SIDE SE ESKER RIDGE DR.,
LOCATED AT MID RAD ACROSS FROM HYDRANT. (AS SHOWN ON
SURVEY)
CP102 N=576839.19 E=1542140.13 Z=1046.85
SET CUT "X" TOP CURB, WEST EDGE SE WILLOWBROOK DR.,
LOCATED +-15' NW OF CENTERLINE CENTERLINE AT MIDRAD. (AS
SHOWN ON SURVEY)
CP103 N=577711.78 E=1542175.21 Z=1050.29
SET CUT "X" TOP CURB, SOUTH SIDE SE TALLGRASS LN. LOCATED
AT NE CORNER PROPERTY 600 SE TALLGRASS LN. (AS SHOWN
ON SURVEY)
CP104 N=577888.79 E=1542929.93 Z=1032.58
SET CUT "X" TOP CURB, NE QUAD TALLGRASS LN. AND SE
PARKVIEW CROSSING DR. AT STORM CLEANOUT. (AS SHOWN ON
SURVEY)
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
IARTN DERIVED - US SURVEY FEET
BM500 ELEV=1048.47
NE BURY BOLT ON HYDRANT, LOCATED AT 1ST HYDRANT WEST
OF SE PARKVIEW CROSSING DR., NORTH SIDE OF ESKER DR. (AS
SHOWN ON SURVEY)
BM501 ELEV=1035.92
SW BURY BOLT ON HYDRANT, LOCATED 1ST HYDRANT SOUTH OF
SE TALLGRASS LN., WEST SIDE OF SE PARKVIEW CROSSING DR
(AS SHOWN ON SURVEY)
DATE OF SURVEY
AUGUST 27TH, 2021
POLLUTION PREVENTION NOTES
A.POLLUTION PREVENTION AND EROSION PROTECTION
1.CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL
POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE IOWA
DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER ACT AND
ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT
AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR
DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER
HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES
TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES
INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO
PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC
OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT
THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
B.STORM WATER DISCHARGE PERMIT
1.THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM
WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS
REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR
AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF ALL
REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT
DOCUMENTS.
2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT
LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION
LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE AT
ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON REQUEST.
FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN
WATER ACT AND THE CODE OF IOWA.
3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF
THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL
PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF
THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY
AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR
SUBMITTAL OF THE NOTICE OF DISCONTINUATION.
C.POLLUTION PREVENTION PLAN
1.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN
ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR
ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE
DURING CONSTRUCTION.
2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR
COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION
CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE
RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S
FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION
PROGRESS AND CHANGES AT THE PROJECT SITE.
4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE
GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS
INFEASIBLE OR NOT APPLICABLE:
a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN
DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE
WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL
AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION.
b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS,
DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL
DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS.
c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A
MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME.
d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING
ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL
THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE
MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.
e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED
BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF THESE
INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY
TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT
ANY RECOMMENDED MEASURES WITHIN 7 DAYS.
f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON
ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS,
DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR
DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.
g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL MATS,
MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES AND AS
CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF CONTROL.
PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM SEWERS ARE
INSTALLED.
h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL
DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS ARE
LOCATED.
i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX,
PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON
COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES
IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR TEMPORARILY
CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME FOR A PERIOD
EXCEEDING 14 CALENDAR DAYS.
j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP.
UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING: JOB
TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES,
MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING
AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT BASIN OR
OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED
ONSITE.
k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING
OF THE "NOTICE OF DISCONTINUATION".
GENERAL NOTES
A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY
PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE,
EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR
REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE
REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.
B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2020 WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2021 STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS
REPORTS PREPARED BY OTHERS.
C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF
STRUCTURE.
D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE
ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT
AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED
LANE CLOSURE.
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO
NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR
HOLIDAY WORK.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND
COMPACT TO 95% MAXIMUM DENSITY.
G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS
SHALL GOVERN.
H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED
ACCORDINGLY ON THE AS-BUILT DOCUMENTS.
I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE
TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS
PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO
CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED
WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS.
J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO
THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS
SPECIFICATION SECTION 2010 FOR TOPSOIL.
L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB
(GUTTER), UNLESS OTHERWISE NOTED.
M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE
WORK.
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL
MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS
SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES
WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION.
Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER
SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER.
O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE
WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET.
R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO
CONSTRUCTION ACTIVITIES BEGINNING.
S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING
PEDESTRIAN FACILITIES.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE
COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED
APPROVAL IN WRITING BY THE COMMUNITY DEVELOPMENT DEPARTMENT.
V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE
SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF
WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
W. ALL CONSTRUCTION TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL.
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT
BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION
JOINTS SHALL BE SEALED.
Y. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL
WITNESS ALL TESTING.
Z. CONTRACTOR SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM
CONCRETE OPERATIONS TO DISCHARGE OFFSITE.
AA. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND
CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS.
BB. THE COOP ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS, MONUMENT SIGN
AND ALL PRIVATE UTILITIES WITHIN THE DEVELOPMENT.
CC. ALL FIRE HYDRANTS TO HAVE 5 INCH STORZ FITTINGS.
DD. CONTRACTOR TO INSTALL STREET BLADE SIGNS FOR PRIVATE STREETS AT THE TIME VERTICAL CONSTRUCTION BEGINS.
1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
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Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Transformer
MidAmerican
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R
A
G
E
15' Private Storm Sewer and
Overland Flowage Easement
10' PUE 10' PUE
10' PUE
54' Public Ingress/Egress
Easement
45' Public
Ingress/Egress
Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
10' PUE
10' PUE
20' Private Overland Flowage Easement
20' Private Overland
Flowage Easement
45' Public Ingress/Egress Easement
5' Public Gas
Easement
5' Public Gas Easement
15
0
'
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15' Private
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Project No:
Sheet
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1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
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CLUBHOUSE
2460
RISER
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20' B
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BM500
BM501
100
101
103
104
ConcreteSE Tallgrass Lan
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
The Estates Of
Waukee Large
Sign
For Sale
Sign
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
Transformer
MidAmerican
Transformer
MidAmerican
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
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M
N0
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1
8
'
5
5
"
E
7
9
2
.
7
0
'
P
343,965 SF
7.90 AC
Lot 1
131,800 SF
3.03 AC
Lot 2
C
7
C9
C10
C8
C6
19.7'
5.0'
25.0'22.0'
9.
0
'
T
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P
2
2
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0
'
2
5
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'
5
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0
'
18.0'
TYP
22
.
0
'
5.
0
'
25
.
0
'
22
.
0
'
10.0'
26.0'25.0'
5.0'
50.5'
74.7' TYP
42
.
0
'
T
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74.7' TYP 42
.
0
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T
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12
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11
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10
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11
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2
0
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9
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10.0'
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TYP
TYP
TYP
TYP
3
1
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7
'
32.5'
3
2
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0
'
E
x
3
1
'
B
/
B
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x
7
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Ex 31'
B
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Ex 70'
R
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E
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2
9
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B
/
B
E
x
6
0
'
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O
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12
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0
'
12.0
'
12.0'
12.0'
12
.
0
'
12
.
0
'
12
.
0
'
12
.
0
'
11
.
0
'
12.0'
10.0'
3
0
.
6
'
20
.
0
'
6,507 SF
1
9
.
4
'
15' Private Storm Sewer and
Overland Flowage Easement
10' PUE 10' PUE
10' PUE
45' Public
Ingress/Egress
Easement
15' Private Overland
Flowage Easement
15' Private
Overland Flowage
Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
20' Private Overland Flowage Easement
10' PUE
10' PUE
1A
1A
1A
1A
1A
1A
1A
1A
1A
1A
1A
1A
1B
1B
1B
1B
2A
2A
2A
2H
2H
2H
2B
2B
2C
2C
2C
2J
2I
3A
3C
3B
2E
2G
2D
4A
2D
2E
2E
2F
2D
4B
4B
5
2K
2C
2B
1C
1C
45' Public Ingress/Egress Easement
130.0'
77
.
7
'
77.3'
39
.
4
'
6
6
5' Public Gas
Easement
5' Public Gas Easement
41'
13
.
4
'
15' Private Overland
Flowage Easement
5' Public Gas
Easement
54' Public Ingress
Egress Easement
5' Electrical
Easement
5' Electrical Easement
5' Electrical Easement
BY
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Project No:
Sheet
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C300
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FEET
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DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT THE FOLLOWING SITE FEATURES:
A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION, ELEVATION AND MINIMUM COVER
REQUIREMENTS PRIOR TO CONSTRUCTION.
B.EXISTING PAVEMENT.
C.EXISTING STREET LIGHT. ANY ELECTRIC FOR STREET LIGHTS OR ANY LIGHT POLE THAT NEEDS TO BE RELOCATED WILL BE AT THE EXPENSE
OF THE DEVELOPER.
2.PAVEMENTS, PROVIDE THE FOLLOWING:
A.7" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
B.4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
C.3" PCC ROLL CURB.
D.PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING PANELS WHERE SHOWN.
E.5" PCC DRIVEWAY TO BE BUILT WITH HOME CONSTRUCTION.
F. 6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
G.8" PCC, 4'X4' CLUSTER MAIL BOX PAD. SEE DETAIL SHEET C504.
H.INTEGRAL CURB AND 4" PCC SIDEWALK.
I.8" DEPTH PCC TYPE A ENTRANCE APPROACH TO BE CONSTRUCTED AS PER STANDARD SPECIFICATIONS.
J.SUDAS TYPE A CONNECTION.
K.PAVED INTEGRAL CURB.
3.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
A.PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW.
B.PAINTED 45° STRIPING AT 3' O.C.
C.PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL. AS PER ADAAG REQUIREMENTS.
4.SIGNAGE PROVIDE THE FOLLOWING:
A.BLUE SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR IMPROPER USE" AS PER ADAAG STANDARDS. SECURE
SIGN TO 2" SQUARE STEEL CHANNEL POST WITH ENAMEL FINISH IN A 12" DIAMETER CONCRETE FOOTING. ALSO ADD SIGN READING "VAN
ACCESSIBLE".
B.STOP SIGN. CONTRACTOR TO INSTALL. STREET BLADE SIGN TO BE INSTALLED PRIOR TO VERTICAL CONSTRUCTION.
5. ENTRANCE GATE WITH KEY PAD TO BE SELECTED BY OWNER. COORDINATE ACCESS WTH WAUKEE FIRE DEPARTMENT, TRASH PROVIDER,
WAUKEE POLICE DEPARTMENT AND USPS.
6.MODULAR BLOCK RETAINING WALL. SEE DETAIL.
NOT TO SCALE
TYPICAL PRIVATE STREET CROSS SECTION4
C300
LEGEND
8" DEPTH PCC
7" DEPTH PCC
6" DEPTH PCC
4" DEPTH PCC SIDEWALK
3
C300 NOT TO SCALE
INTEGRAL 3" ROLLED CURB AND SIDEWALK DETAIL
PCC SIDEWALK SECTION
PCC PAVEMENT SECTION
2
C300 NOT TO SCALE
TYPICAL PAVEMENT CROSS SECTIONS
2"R
1"R
10.5"
2.5"
VA
R
I
E
S
3"Sidewalk 4"min.
2% max.
Sealed 'E' joint
1
C300 NOT TO SCALE
74
.
7
'
42.0'
22
.
0
'
5.
0
'
25
.
0
'
B/
B
20.0'
TYPICAL MAXIMUM
UNIT DETAIL
OPTIONAL
PORCH
TYPICAL SECTION
Exact dimensions, wall
batter, backfill limits,
reinforcement, and leveling
pad materials and
dimensions will be specified
by the wall manufacturer.
1
5
C300
MODULAR BLOCK RETAINING WALL
NO SCALE
8"
M
i
n
.
6"
M
i
n
.
6"
M
i
n
.
4'
-
0
"
m
a
x
.
Topsoil or
Suitable
Backfill
Material
Granular Backfill Material
Geogrid (if required)
Excavation Line
Geogrid (if required)
Subdrain
Wrap porous backfill material
with engineering fabric.
Excavation Line
Finished
Grade
Wall Unit
(Typ.)
Finished Grade (slope varies)
Pins or Lip to Ensure
Proper Block Setback
Cap Stone
Compacted Foundation Construct a 6" thick X 18"
wide (min.) leveling pad
1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
V
I
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T
A
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N
SE
V
I
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T
A
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POOL
CLUBHOUSE
2460
RISER
20
'
B
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BM500
BM501
100
101
103
ConcreteSE Tallgrass Lan
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Co
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SE
P
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D
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Concrete
SE Esker
R
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D
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Con
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D
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Transformer
MidAmerican
Transformer
MidAmerican
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
.
7
0
'
M
N0
0
°
1
8
'
5
5
"
E
7
9
2
.
7
0
'
P
343,965 SF
7.90 AC
Lot 1
131,800 SF
3.03 AC
Lot 2
C
7
C9
C10
C8
C6
MANHOLE NO. 1, SW-301
RIM: 1048.96
INV: 1037.11 (OUT N)
MANHOLE NO. 3, SW-301
RIM: 1046.54
INV: 1029.13 (IN S)
INV: 1028.88 (OUT E)
MANHOLE NO. 2, SW-301
RIM: 1045.38
INV: 1030.89 (IN S)
INV: 1030.79 (OUT N)
MANHOLE NO. 5, SW-301
RIM: 1044.96
INV: 1033.60 (OUT E)
MANHOLE NO. 6, SW-301
RIM: 1042.70
INV: 1031.43 (IN W)
INV: 1031.33 (OUT NE)
MANHOLE NO. 4, SW-301
RIM: 1042.17
INV: 1027.99 (IN W)
INV: 1027.89 (OUT E)
MANHOLE NO. 7, SW-301
RIM: 1041.79
INV: 1030.50 (IN SW)
INV: 1030.40 (OUT N)
MANHOLE NO. 9, SW-301
RIM: 1039.50
INV: 1027.27 (IN W)
INV: 1027.27 (IN SE)
INV: 1027.00 (OUT NE)
MANHOLE NO. 8, SW-301
RIM: 1039.26
INV: 1028.18 (IN S)
INV: 1028.08 (OUT NW)
89 LF OF 8"SANITARY
S
E
W
E
R
@
0
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128 L
F
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SANIT
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165 LF OF 8" SANITARY SEWER @ 1.32%
64 LF OF 8" SANITARY SEWER @ 1.30%
18
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68 LF OF 8" SANITARY SEWER @ 1.20%18
4
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1A
1A
1A
1A
1A
1A
1A
1A
1A
1A
1A
1A
2A
2B
TYP
2B
TYP
2B
TYP
2C
2C
2C
2C
3A
3B
3B
3B
3B
3B 3C
TYP
3C
TYP
3CTYP
3F
3E
3D
3D
3D
3D
3E 3E
4
INV=1024.96 15' Private Storm Sewer and Overland
Flowage Easement
10' PUE
10' PUE
10' PUE
54' Public
Ingress/Egress
Easement
45' Public Ingress/Egress Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
10' PUE
10' PUE
20' Private Overland Flowage Easement
45' Private Ingress/Egress Easement
5A
5A
5A
5A
3G
5C
4.0'
4.0'
4
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0
'
3H
BP=1038.87(W)
TP=1032.04(SAN)
3K
BP=1
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2
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TP=1
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5' Public Gas Easement
3J 3I
3H BP=1033.65(ST)
TP=1031.77(SAN)
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BP=1039.90(ST)
TP=1033.11(SAN)
3H
BP=1040.15(ST)
TP=1031.19(SAN)
3D
3D
3H
BP=1030.50(ST)
TP=1024.92(SAN)
3H BP=1039.34(ST)
TP=1037.84(W)
5' Public Gas Easement
5A
5A
5A
15' Private
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5
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5' Electrical Easement
5' Electrical Easement
5' Electrical Easement
5' Electrical Easement
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UTILITY PLAN CONSTRUCTION NOTES
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
A.EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR
DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH THE WORK BEING PERFORMED TO THE
UTILITY OWNER'S SPECIFICATIONS.
2.PRIVATE SANITARY SEWER SERVICE.
A.CORE DRILL AND CONNECT TO EXISTING SANITARY MANHOLE. CONTRACTOR TO VERIFY PRIOR TO
CONSTRUCTION.
B.4" SANITARY SEWER SERVICE LINE (PVC SDR 23.5) AT MINIMUM 2.0%.
C.INSTALL 8" PRIVATE SANITARY SEWER MAIN PER CITY OF WAUKEE STANDARD SPECIFICATIONS. MAIN SHALL BE
PVC, TRUSS PIPE.
3.PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE STANDARDS.
A.CONNECTION TO EXISTING 8" WATER MAIN WITH TAPPING VALVE AND SLEEVE. VERIFY LOCATION AND
ELEVATION.
B.8" WATER LINE WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
C.1" WATER SERVICE WITH CURB STOP. INSTALL WATER SERVICE AS PER CITY OF WAUKEE STANDARD
SPECIFICATIONS
D.HYDRANT ASSEMBLY.
E.8" VALVE.
F.8" TEE.
G. FIRE DEPARTMENT CONNECTION. SEE ARCHITECTURAL PLANS FOR LOCATION PRIOR TO CONSTRUCTION.
H.CRITICAL CROSSING. MAINTAIN MINIMUM 18" SEPARATION BETWEEN ALL OTHER UTILITIES.
I.6" PRIVATE WATER SERVICE.
J.CURB STOP.
K.WHERE THE WATER MAIN IS LOCATED BELOW THE STORM SEWER, PROVIDE GASKETED JOINTS FOR RCP STORM
SEWER LOCATION WITHIN 10 FEET OF CROSSING
4.COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER
PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY
ROUTING,METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY.
5.ELECTRICAL SERVICES AS PER CITY OF WAUKEE STANDARDS. ALL ELECTRICAL CONDUIT, TRANSFORMER BASES,
AND SECONDARY HANDHOLES TO BE PROVIDED AND INSTALLED BY OWNER.
A.STREET LIGHT.
1
C400
SERVICE LOCATION DETAIL
NO SCALE
STOP SANITARY SERVICE ROCK
BEDDING AT THE ROW LINE
NOTES:
1.PAINT CURB RED FOR SANITARY, GREEN FOR SUMP SERVICES, AND BLUE FOR WATER
SERVICE.
2. PLACE ONE 6 FT. STEEL POST BURIED 3 FT. AT WATER CURB BOX AND SEWER SERVICE STUB.
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STOP @ 20' FROM BOC (UNITS 1-25)
STOP @ 25' FROM BOC (UNITS 26-29)
20
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BM500
BM501
100
101
103
ConcreteSE Tallgrass Lan
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Co
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SE
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Concrete
SE Esker
R
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Con
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Transformer
MidAmerican
Transformer
MidAmerican
ST-4A, 24" NYLOPLAST DRAIN
BASIN W/ SOLID LID
RIM: 1045.97
INV: 1036.99 (IN SW)
INV: 1036.89 (OUT E)
ST-14A, SW-401
RIM: 1045.46
INV: 1039.13 (OUT E)ST-8, SW-501
T/C: 1045.71
INV: 1040.60 (OUT E)
ST-9, SW-501
T/C: 1045.71
INV: 1040.10 (IN W)
INV: 1039.24 (IN S)
INV: 1039.14 (OUT N)
ST-7, SW-501
T/C: 1045.15
INV: 1039.89 (IN W)
INV: 1039.78 (IN S)
INV: 1039.68 (OUT N)
ST-6, SW-501
T/C: 1045.15
INV: 1040.35 (OUT E)
ST-3A, 18" NYLOPLAST DRAIN
BASIN W/ SOLID LID
RIM: 1044.91
INV: 1038.66 (IN S)
INV: 1038.56 (OUT N)
ST-3, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1044.50
INV: 1039.64 (IN S)
INV: 1039.54 (OUT N)
ST-2, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1044.50
INV: 1040.82 (IN S)
INV: 1040.72 (OUT N)
ST-1, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1044.50
INV: 1041.90 (OUT N)
ST-4, 24" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1043.35
INV: 1037.79 (IN S)
INV: 1037.69 (OUT NE)
ST-16, SW-505
T/C: 1039.24
INV: 1033.66 (IN SW)
INV: 1033.56 (OUT NE)
ST-15, SW-505
T/C: 1039.24
INV: 1034.09 (IN W)
INV: 1034.09 (IN S)
INV: 1033.99 (OUT NE)
ST-16A, SW-401
RIM: 1037.71
INV: 1031.06 (IN SW)
INV: 1031.59 (IN SE)
INV: 1030.96 (OUT N)
ST-17, SW-513 (4'X4') OPEN 2-SIDES (W/S)
RIM:1033.00
INLET 1031.75
INV: 1028.83 (IN W)
INV: 1028.63 (IN S)
INV: 1028.53 (OUT E)
ST-13, SW-501
T/C: 1042.27
INV: 1037.27 (OUT NW)
ST-14, SW-501
T/C: 1042.27
INV: 1036.77 (IN SE)
INV: 1037.15 (IN W)
INV: 1036.67 (OUT N)
CONNECT TO EXISTING, INTAKE
INV: 1026.39 (IN W)
88 LF OF 15" RCP @ 0.50%
25 LF OF 15" RCP @ 1.86%
25 LF OF 15"
RCP @ 2.00%
25 LF OF 18" RCP @ 1.30%
98 LF OF 15"
RCP @ 0.96%
198 LF OF 8" HDPE @ 1.00%
108 LF OF 12" HDPE @ 1.00%
108 LF OF 12" HDPE @ 1.00%
88 LF OF 15" HDPE @ 1.00%
77 LF OF 15" HDPE @ 1.00%
100 LF OF 18" HDPE @ 0.70%
424 LF OF 18" HDPE @ 1.
9
0
%
132 LF OF 18" RCP @ 1.76%
124 LF O
F
18" R
C
P
@
2
.
0
1
%
165 LF OF 24" RCP
@
1
.
3
0
%
25 LF OF 15" RCP @ 2.00%
21
5
LF
O
F
15
"
R
C
P
@
1
.
2
0
%
165 LF OF 24" RCP
@
1
.
3
0
%
165 LF OF 24" RCP
@
1
.
3
0
%
165 LF OF 24" RCP
@
1
.
3
0
%
ST-5, SW-401
RIM: 1047.17
INV: 1042.61 (OUT N)
ST-10A, SW-401
RIM: 1046.14
INV: 1038.20 (IN S)
INV: 1036.27 (IN E)
INV: 1036.07 (OUT N)
57
LF
O
F
18
"
R
C
P
@
0
.
4
0
%
48 LF OF 18" RCP @ 0.60%
ST-11, SW-511
RIM: 1040.00
INV: 1035.84 (IN S)
INV: 1035.74 (OUT N)
82 LF OF 18"
RCP @ 0
.
6
0
%
ST-11A, SW-401
RIM: 1041.05
INV: 1035.45 (IN S)
INV: 1035.35 (OUT E)
ST-12, SW-511
RIM: 1039.35
INV: 1034.86 (IN W)
INV: 1034.76 (OUT E)
96 LF OF18" RCP
@
0
.
7
0
%
157 LF OF 15" HDPE @ 0.40%
ST-10, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1038.95
INV: 1036.90 (OUT W)
ST-18, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1042.50
INV: 1039.02 (OUT E)
58 LF OF 15" HDPE @ 1.90%
89 LF OF 15"
HDPE @ 1.00
%
ST-20, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1041.65
INV: 1036.92 (IN W)
INV: 1036.82 (OUT NE)
ST-19, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1042.42
INV: 1037.91 (IN W)
INV: 1037.81 (OUT E)
ST-21, 18" NYLOPLAST DRAIN
BASIN W/ DOMED GRATE
RIM: 1041.00
INV: 1035.79 (IN SW)
INV: 1035.69 (OUT N)
10
2
LF
O
F
15
"
HD
P
E
@
1
.
0
0
%
ST-21A, 18" NYLOPLAST DRAIN
BASIN W/ SOLID LID
RIM: 1040.86
INV: 1034.67 (IN S)
INV: 1034.57 (OUT N)
17
9
LF
O
F
15
"
H
D
P
E
@
1
.
0
0
%
ST-21B, 18" NYLOPLAST DRAIN
BASIN W/ SOLID LID
RIM: 1038.62
INV: 1032.78 (IN S)
INV: 1032.68 (OUT NW)
9
0
L
F
O
F
1
5
"
H
D
P
E
@
1
.
2
1
%
103
LF O
F
15"
H
D
P
E
@
1
.
0
0
%
15' Private Storm
Sewer and
Overland Flowage
Easement
10' PUE 10' PUE
10' PUE
54' Public
Ingress/Egress
Easement
45' Public Ingress/Egress
Easement
15' Private
Overland Flowage
Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
10' PUE
10' PUE
20' Private Overland Flowage Easement
20' Private Overland
Flowage Easement
45' Public Ingress/Egress Easement
1
0
5
L
F
O
F
1
5
"
H
D
P
E
@
2
.
7
0
%
1E
1E
1E
2 BP=1033.27(ST)
TP=1031.77(W)
2 BP=1033.65(ST)
TP=1028.13(SAN)
2BP=1039.90(ST)
TP=1033.11(SAN)
2
BP=1040.15(ST)
TP=1031.19(SAN)
5' Public Gas Easement
5' Public Gas Easement
2 BP=1036.68(ST)
TP=1031.63(SAN)
2 BP=1039.34(ST)
TP=1037.84(W)
5' Public Gas
Easement
15' Private Overland
Flowage Easement
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1.PROVIDE PRIVATE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS
AS PER CITY OF WAUKEE STANDARDS.
A.CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND
PROVIDE 18" MINIMUM SEPARATION. PROVIDE GASKETED STORM SEWER
WITHIN 10' OF WATER MAIN.
B.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END
SECTION.
C.ALL FOOTINGS FOR STORM SEWER STRUCTURES SHALL BE A MINIMUM 42
INCHES BELOW FINISHED GRADE. CONCRETE FILLET INSIDE INTAKES AS
NECESSARY TO FLOW LINES.
D.ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE NOTED.
E.4" SUMP SERVICE.
2. CRITICAL CROSSING. MAINTAIN MINIMUM 18" SEPARATION BETWEEN ALL OTHER
UTILITIES. WHERE THE WATER MAIN IS LOCATED BELOW THE STORM SEWER,
PROVIDE GASKETED JOINTS FOR RCP STORM SEWER LOCATION WITHIN 10 FEET
OF CROSSING. AT CRITICAL CROSSING WHERE THE WATER MAIN IS LOCATED
BELOW THE SANITARY SEWER, PROVIDE C900 SANITARY SEWER LOCATED
WITHIN 10 FEET OF CROSSING.
STORM SEWER CONSTRUCTION NOTES
1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
V
I
N
T
A
G
E
L
N
SE
V
I
N
T
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L
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POOL
CLUBHOUSE
2460
RISER
20
'
B
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S
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t
b
a
c
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20' B
u
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S
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b
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20' Bui
l
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BM500
BM501
100
101
103
ConcreteSE Tallgrass Lan
e
Co
n
c
r
e
t
e
SE
P
a
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w
C
r
o
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s
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D
r
i
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e
Concrete
SE Esker
R
i
d
g
e
D
r
i
v
e
Con
c
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e
t
e
SE
E
s
k
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R
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d
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D
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e
Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Transformer
MidAmerican
Transformer
MidAmerican
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
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1
9
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E
7
9
2
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PC STA 14+44.35
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PC STA 19+51.96
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10
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104310441045
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4
10
4
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1046
10
4
6
1040
15' Private Storm Sewer and
Overland Flowage Easement
10' PUE
10' PUE
10' PUE
54' Public Ingress/Egress
Easement
45' Public Ingress/Egress Easement
45' Private Ingress/Egress Easement
15' Private Overland Flowage
Easement
15' Private Overland Flowage
Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
20' Private Overland Flowage Easement
10' PUE
10' PUE
Ultimate Discharge Point
5' Public Gas Easement
5' Public Gas Easement
5' Public Gas Easement
1
0
4
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1
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1
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Gas
Easement
BY
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GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/ OR
RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT
THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED
BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN. SILT
FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING
ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET
SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL.
8. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS,
AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
QUANTITIES
EROSION CONTROL MEASURE
SILT FENCE 3013 LF
SEDIMENT BASKETS 24 EA
TOTAL DISTURBED AREA 8.92 AC
SOD 4.80 AC
TYPE 4 URBAN TEMPORARY 8.92 AC
EROSION CONTROL MIXTURE
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
232425
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
V
I
N
T
A
G
E
L
N
SE
V
I
N
T
A
G
E
L
N
CLUBHOUSE
2460
BM501
103
Concrete
SE Tallgrass Lan
e
Co
n
c
r
e
t
e
SE
P
a
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k
v
i
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w
C
r
o
s
s
i
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g
D
r
i
v
e
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP NF.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Transformer
MidAmerican
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
N0
°
3
3
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1
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E
7
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13
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14
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1
8
+
0
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19
+
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20+
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21+0022+0023+0023+58
PC STA 14+44.35
P
T
S
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A
1
5
+
8
9
.
8
8
P
C
S
T
A
1
6
+
5
2
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9
5
PT STA 18+21.58
PC STA 19+51.96
PT
S
T
A
2
0
+
4
6
.
2
1
EP
S
T
A
2
3
+
5
8
.
0
3
10
5
0
10
4
8
10
4
7
10
4
5
10
4
7
10
4
9
1
0
3
5
1
0
3
5
10
4
0
1
0
3
3
1
0
3
3
1
0
3
4
1
0
3
4
1
0
3
6
10
3
6
1
0
3
7
10
3
7
1
0
3
8
10
3
8
1
0
3
9
10
3
9
1041
1042
1043
1044
1047
104
7
10
4
6
104
7
1
0
4
7
1045
1044
1046
FFE=1041.50
FFE=1042.75
FFE=1044.75
FFE=1047.00
FFE=1047.50
FFE=1047.50
FFE=1047.50
FFE=1047.50
FFE=1047.50
FFE=1047.00
FFE=1043.75
FFE=1043.25
FFE=1042.75
FFE=1042.25
FFE=1041.75
FFE=1040.65
FFE=1040.65
FFE=1046.00 FFE=1045.50 FFE=1045.00 FFE=1044.50
FFE=1041.551047.25
1047.251044.50
1045.60
OVERFLOW
1044.91
1043.35
1045.60
OVERFLOW
1047.30
1046.75
1044.50
1046.751045.60
OVERFLOW
104
4
.
2
6
104
5
.
7
5
104
4
.
7
5
1044.25
1042.761043.26
1045.25
104
4
.
2
5
1
0
4
3
.
5
0
104
3
.
0
0
1042.50
1041.00
1040.511042.00
1041.50
1040.01
1038.68
1040.15
1037.10
1038.55
1040.25
1038.80
104
1
.
2
5
1039.78
104
2
.
5
0
104
1
.
0
1
1043.03
104
4
.
5
0
1046.00
104
5
.
9
7
1045.78
1047.25
1031.75
1041.00
1042.50
OVERFLOW
1040.00
1041.00
OVERFLOW
1041.25
1038.95
1045.50
OVERFLOW
1039.35
104
5
1046
10471
0
4
8
1
0
4
9
1035
1040
1034
1036
1037
1038
1039
1041
1042
1043
1044
10
4
7
10
4
6
10
4
5
1
0
4
6
10
4
7
10
4
5
10
4
7
10
4
7
1
0
4
1
1
0
4
2
1
0
4
3
1043
1044
1041
1040
10
4
1
10
4
2
104310441045
10
4
5
1
0
4
5
10
4
2
1
0
4
0
1041
1042
1044
1
0
4
7
1
0
4
0
1
0
4
0
1
0
4
1
1
0
4
2
1
0
4
3
1044
10
4
5
1046
10
4
6
1040
1040.65
1040.65
1040.65
1040.65
1040.65
1040.65
1040.65
1040.65
1041.75
1041.751041.75
1041.75
1042.75 1042.75
1042.751042.75
1043.25
1043.25
1043.25
1043.25
1043.75
1043.75
1044.50
1044.50
1044.75
1044.75
104
5
.
5
0
1045.50
1045.90
1045.90
1047.00 1047.00
1047.00
1047.00 1047.00
1047.00
1047.50
1047.501047.50
1047.50 1047.50
1047.501047.50
1047.50 1047.50
1047.50
1047.50
1047.50
1047.50
1047.50
1047.50
1047.50
1047.50
1047.50
1047.50
10
4
7
.
0
0
1047.00
1047.00
1047.00
1044.751044
.
7
5
1044.75
1044.75
1042.75 1042.75
104
2
.
7
5
1042.75
1041.50
1041.50
1041.50
1041.50
1046.00 1046.00
1046.00
1046.00
1045.50
1045.50
1045.50
1045.50
1045.00
1045.00
1045.00
1045.00 1044.50
1044.50
1044.50
1044.50
1041.55
1041.411041.551041.55
1041.55
15' Private Storm Sewer and
Overland Flowage Easement
10' PUE
10' PUE
45' Public Ingress/Egress Easement
45' Private Ingress/Egress Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
20' Private Overland Flowage Easement
Ultimate Discharge Point
1037.68
1040.8
6
41.1'
2
0
.
5
'
2
1
.
4
'
14.4'
13.7'
19.3
'
22.2'
21.4'
21.4'
-
5
.
6
3
%
-
8
.
6
0
%
-
6
.
1
1
%
-
6
.
0
2
%
-6
.
7
1
%
-5.
9
1
%
-5.19%
-8.05%
-7.35%
-6.22%
-5.9
7
%
-
6
.
0
0
%
-
7
.
0
1
%
-5
.
7
1
%
-5
.
3
9
%
-4
.
5
8
%
-3
.
7
6
%
-
4
.
4
0
%
-5
.
0
7
%
-
5
.
8
9
%
-2.8
7
%
-4.13%
-5.53%
-7.64%
-6.81%
-8.25%
-2
.
0
4
%
-
2
.
0
3
%
-2
.
0
4
%
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.
0
3
%
-2.
1
0
%
-4
.
5
0
%
2.
0
0
%
-2.0
0
%
-6
.
7
5
%
-1
5
.
2
4
%
-3.16%
-2.95%
-2.80%
-4.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.
0
0
%
-
2
.
0
0
%
-2.00%
-2.00%
-2.00%
-2.00%
-2.
0
0
%
-2
.
0
0
%
-
2
.
0
0
%
-
2
.
0
0
%
-
2
.
0
0
%
-2
.
0
2
%
-2
.
0
2
%
-2
.
0
2
%
-21
.
1
9
%
-2.02%
-2.00%
-2.00%
1047.00 1047.00
1047.00 1047.00
1047.50 1047.50
1047.50 1047.50
1047.50 1047.50
1047.50
1047.50
1047.50
1047.50
1047.00
1047.00
104
4
.
7
5
104
4
.
7
5
1042.75
1042.75
1041.50
1041.50
1040.65
1040.65
1040.651040.65
1041.751041.75
1042.25
1042.25
1042.25
1042.25
1042.25
1042.25
1042.751042.75
1043.25
1043.25
1041.55
-2
.
0
5
%
-2
.
0
5
%
-2
.
0
1
%
-2
.
0
0
%
-2
.
0
1
%
-2.
0
0
%
-3.
1
5
%
-4.34%
100-YR ELEV
=1044.82
100-YR ELEV
=1044.82
100-YR ELEV
=1043.98
100-YR
ELEV=1039.27
100-YR
ELEV=1040.25
100-YR ELEV
=1039.45
100-YR
ELEV=1039.20
100-YR
ELEV=1041.32
1034.75
OVERFLO
W
100-YR
ELEV=1032.13
1046.75
-
2
.
0
5
%
FG=1046.00
FG=1046.00 FG=1042.75
FG=1042.75
-2.21%
-
2
.
0
2
%
-2
.
1
0
%
-2.00%
1043.00FG
1043.50TW
1043.00FG
1044.00TW1043.08FG
1044.50TW
1043.06FG
1046.00TW
1043.60FG
1046.00TW
1046.00FG
1046.50TW
1045.00FG
1046.29TW
1041.55
1039.24TC
OVERFLOW
1046.85
OVERFLOW
1045.02
OVERFLOW
5' Public Gas Easement
5' Public Gas
Easement
5' Public Gas
Easement
1033.37
1033.25
1034.96
???
1036.89
???
1050.91
1040.
8
4
1041.98
1039.84
1
0
3
8
.
8
2
1036.85
1035.13
1032.17
1038.63
10'
TYP
1039.
8
1
10
3
7
.
5
5
1035.70
1033.80 10'
TYP
OVERFLOW ROUTE
OVERFLOW ROUTE
OVERFLOW
ROUTE
OVERFLOW
ROUTE
OVERFLOW ROUTE
OVERFLOW
ROUTE
OVERFLOW
ROUTE
OVERFLOW
ROUTE
1
0
4
0
1
0
4
1
1
0
4
1
.
5
5
1
0
4
1
.
5
5
1040.76
OVERFLOW
1041.38
1041.38
OVERFLOW
ROUTE
OVERFLOW
ROUTE
15' Private
Overland Flowage
Easement
5' Public Gas Easement
1041.55
1040.65
OVERFLOW
BY
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FEET
0 30
1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
(2550)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
V
I
N
T
A
G
E
L
N
SE
V
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BM500
100
101
SE
P
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Concrete
SE Esker
R
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Con
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Transformer
MidAmerican
Transformer
MidAmerican
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
.
7
0
'
M
N0
0
°
1
8
'
5
5
"
E
7
9
2
.
7
0
'
P
C10
C8
9
+
0
0
1
0
+
0
0
1
1
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
19
+
0
0
20+
0
0
21+0022+0023+0023+58
BP S
T
A
9
+
0
0
.
0
0
PC S
T
A
1
0
+
5
0
.
5
5
PT STA 11+08.53
PC STA 19+51.96
PT
S
T
A
2
0
+
4
6
.
2
1
EP
S
T
A
2
3
+
5
8
.
0
3
10
4
6
10
4
5
10
4
7
10
4
8
104
5
104
4
10
4
6
1047
1048
1049
10
4
0
1045
10
3
9
1041
1042
1043
1044
FFE=1047.50
FFE=1047.50
FFE=1047.50
FFE=1047.00
FFE=1047.00
FFE=1048.00
FFE=1049.00
FFE=1049.50
FFE=1045.90 FFE=1045.50 FFE=1044.75
FFE=1044.50
FFE=1043.75
FFE=1043.25
FFE=1042.75
FFE=1042.25
FFE=1046.00 FFE=1045.50 FFE=1045.00 FFE=1044.50
1047.251044.50
1045.60
OVERFLOW
1047.30
1046.75
1044.50
1046.751045.60
OVERFLOW
1046.75
1044.50
1047.75
1048.75
104
4
.
2
6
104
5
.
7
5
104
4
.
7
5
1044.25
1042.761043.26
1045.25
1043.76
1043.01
1042
.
7
5
104
4
.
2
5
1
0
4
3
.
5
0
1042.05
104
3
.
0
0
1042.50
1041.00
1040.511042.00
1041.50
1040.01
1042
.
4
2
1041.65
1041.00
1042
.
5
0
1043
.
0
5
OVE
R
F
L
O
W
104
3
.
1
5
OVE
R
F
L
O
W
1042.70
OVERFLOW
1042.50
OVERFLOW
1041.25
1038.95
10
4
7
10
4
7
10
4
6
10
4
5
1
0
4
6
1
0
4
5
10
4
9
1048
10
4
8
1049
1049
1049
10
4
8
10
4
8
10
4
7
10
4
7
10
4
7
1
0
4
2
1
0
4
3
1043
1044
1041
1040
10
4
1
10
4
2
104310441045
10
4
5
1
0
4
5
10
4
6
1046
1047
104
8
104
9
1043
1044
1043
1044
104
3
1
0
4
3
1
0
4
4
10
4
2
10
4
6
1041.751041.75
1042.75 1042.75
1042.751042.75
1043.25
1043.25
1043.25
1043.25
1043.75
1043.75
1043.75
1043.75
1044.50
1044.50
1044.50
1044.50
1044.75
1044.75
1044.75
1044.75
104
5
.
5
0
1045.50
1045.50
1045.50
1045.90
1045.90
1045.90
1045.90
1049.501049.50
1049.50 1049.50
1049.00 1049.00
1049.001049.00
1048.00
1048.00 1048.00
1048.00
1047.001047.00
1047.00 1047.00
1047.00
1047.00 1047.00
1047.00
1047.50
1047.501047.50
1047.50 1047.50
1047.501047.50
1047.50 1047.50
1046.00 1046.00
1046.00
1046.00
1045.50
1045.50
1045.50
1045.50
1045.00
1045.00
1045.00
1045.00 1044.50
1044.50
1044.50
1044.50
1041.411041.551041.55
10' PUE
10' PUE
10' PUE
54' Public Ingress/Egress Easement
45' Private Ingress/Egress Easement
15' Private Overland
Flowage Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
10' PUE
10' PUE
1040.8
6
13.7'
19.3
'
21
.
4
'
1
9
.
5
'
3
0
.
0
'
22.9'
22.2'
21.4'
-7.35%
-6.22%
-5.9
7
%
-
6
.
0
0
%
-
7
.
0
1
%
-5
.
7
1
%
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.
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%
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.
0
7
%
-
5
.
8
9
%
-5.53%
-7.64%
-6.81%
-8.25%
-9.50%
-7.07%
-3.00%
-2
.
0
4
%
-2
.
5
0
%
-2
.
0
4
%
-2
.
0
3
%
-2
.
3
6
%
-9
.
0
7
%
-2.35%
-2.10%-2.00%
-2.75%
-2.0
2
%
-3.3
5
%
-2.
1
0
%
-4
.
5
0
%
2.
0
0
%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-
2
.
0
0
%
-
2
.
0
0
%
-2.00%
-2.00%
-2.00%
-2
.
0
2
%
-2
.
0
2
%
-2
.
0
2
%
-21
.
1
9
%
4.0'
-2.00%
-2.00%
-2.00%
-2.00%
1049
.
5
0
1049.50
1048.00 1048.00
1047.00 1047.00
1047.00 1047.00
1047.50 1047.50
1047.50 1047.50
1042.25
1042.25
1042.25
1042.25
1042.25
1042.25
1042.751042.75
1043.25
1043.25
1043.75
1043.75
-2.04%
1045.90
1045.90
1045.50
1045.50
1044.50
1044.50
1044.75
1044.75
-2
.
0
5
%
-2
.
0
5
%
100-YR ELEV
=1045.37
100-YR ELEV
=1044.82
100-YR ELEV
=1044.82
100-YR ELEV
=1045.00
100-YR
ELEV=1039.27
100-YR
ELEV=1042.92 100-YR
ELEV=1042.70
100-YR
ELEV=1041.93
100-YR
ELEV=1041.32
-2.21%
-
2
.
0
2
%
-2.00%
1046.00FG
1046.50TW
1045.02
OVERFLOW
5' Public Gas Easement
5' Public Gas
Easement
SE E
S
K
E
R
R
I
D
G
E
D
R
I
V
E
5' Public Gas Easement
1047.99
1048.31
1047.20
1045.19
1044.37
1040.
8
4
1041.98
1039.84
1
0
3
8
.
8
2
1038.63
10'
TYP
1039.
8
1
10
3
7
.
5
5
18.0
'
R40.0'
R4
0
.
0
'
18.0
'
OVERFLOW ROUTE
OVERFLOW ROUTE
OVERFLOW
ROUTE
OVERFLOW
ROUTE
1
0
4
1
.
5
5
1
0
4
1
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5
5
1040.76
OVERFLOW
OVERFLOW
ROUTE
5' Public Gas Easement
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FEET
0 30
1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
V
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POOL
CLUBHOUSE
2460
RISER
20
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B
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b
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BM500
BM501
100
101
103
ConcreteSE Tallgrass Lan
e
Co
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c
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t
e
SE
P
a
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C
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D
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Concrete
SE Esker
R
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Con
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Transformer
MidAmerican
Transformer
MidAmerican
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
.
7
0
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M
N0
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1
8
'
5
5
"
E
7
9
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.
7
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P
C
7
C9
C10
C8
C6
9
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0
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+
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1
1
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0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16+00 17+
0
0
1
8
+
0
0
19
+
0
0
20+
0
0
21+0022+0023+0023+58
BP S
T
A
9
+
0
0
.
0
0
PC S
T
A
1
0
+
5
0
.
5
5
PT STA 11+08.53
PC STA 14+44.35
P
T
S
T
A
1
5
+
8
9
.
8
8
P
C
S
T
A
1
6
+
5
2
.
9
5
PT STA 18+21.58
PC STA 19+51.96
PT
S
T
A
2
0
+
4
6
.
2
1
EP
S
T
A
2
3
+
5
8
.
0
3
10
4
6
10
4
5
10
5
0
10
4
8
10
4
7
10
4
5
10
4
7
10
4
9
10
4
8
●
●
●
●
●●●●●●●●●●●●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●●●●●
●
●
●
●
●
●●
●
●
●
●
●
●●
●
●
●
104
5
104
4
10
4
6
1047
1048
1049
1
0
3
5
1
0
3
5
10
4
0
1045
1
0
3
3
1
0
3
3
1
0
3
4
1
0
3
4
1
0
3
6
10
3
6
1
0
3
7
10
3
7
1
0
3
8
10
3
8
1
0
3
9
10
3
9
1041
1042
1043
1044
1
0
4
7
104
7
10
4
6
104
7
1
0
4
7
1045
1044
1046
10
4
5
104610471
0
4
8
1
0
4
9
1035
1040
1034
10361037
1038
1039
1041
1042
1043
1044
1
0
4
7
10
4
7
10
4
6
10
4
5
1
0
4
6
10
4
7
1
0
4
5
10
4
9
1048
10
4
8
1049
1049
1049
10
4
8
10
4
8
10
4
7
10
4
7
10
4
7
1
0
4
1
1
0
4
2
1
0
4
3
1043
1044
1041
1040
10
4
1
10
4
2
104310441045
10
4
5
1
0
4
5
10
4
6
1046
1047
104
8
104
9
1043
1044 1043
1044
104
3
1
0
4
3
1
0
4
4
10
4
2
1
0
4
0
1041
1042
1044
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0
4
3
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4
4
10
4
5
1046
10
4
6
1040
CONSTRUCTION ENTRANCE
STAGING AREA
WASHOUT AREA
TOPSOIL
STOCKPILE
●
●
●
●
●
●
●
PRIVATE STORM
SEWER DISCHARGE
LOCATION TO AN
UNNAMED TRIBUTARY
OF FOX CREEK.
●●●●
●
LIMIT
OF
DISTURBANCE
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Post Spacing
(5'-0" max.)
Post Spacing
(5'-0" max.)
Variable (20'-0" for a normal 10'-0" wide ditch.)
TYPICAL SILT FENCE DITCH CHECK
Fore
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Bac
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1
2" min.
20" min.
ATTACHMENT TO POST
Fabric
Post
Wire or
Cable Ties
Insert 12 inches of fabric a minimum
of 6 inches deep (fabric may be
folded below the ground line).
Reduce post spacing to 5'-0" at water
concentration areas, or as required
to adequately support fence.
1
2
24"
36"
8'-0" Spacing
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
1
2
Ground Line Fabric
See plans for spacing.
(Profile View)
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
1
1
'T' Steel
Fence Post
4'-0" min.
Ground line
Fabric
Flow
SILT FENCE
200'-0" max. length per section
(600'-0" if slope is flatter than 5%)
(Plan View)
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
Ground ContoursInstall parallel to
ground contour.
Install "J-hook" at each end of an
individual section of silt fence.
13
+
0
0
22+00
1045.90
1046.00
-4
.
5
8
%
-3
.
7
6
%
-6.81%
4.6%3.60%
4.4%
1.
6
%
-1.20%
-1.20%
1045.31 1045.06
104
4
.
8
2
104
5
.
2
6
1045.37
1045.48 1045.23 1045.17TC
1044.92
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OVERFLOW
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1044.64
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6
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6
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6
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3.5%
1.
6
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5.8%3.60%
SE
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D
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4
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3
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0
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4
0
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1049.74
1049.79
1049
.
8
8
1049.83
1049.76
1049.81
1049.42
1049.52
1049.48
1049.38
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1050.02TC
1049.52
(1049.15)
(1049.12)
(1049.00)
(1048.98)
(1049.18)
1049.16
1049.45TC
1049.20
SE E
S
K
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D
G
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1049.66TC
1049.16
18.0
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.
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1049.72
1049.77
1049.84
1049.79
R40.0'
R4
0
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1049.50
1049.51
18.0
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PT STA 18+21.58
1041.50
1040.15
1
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1040.65
1041.75
1041.75
1041.55
1041.41
1042.25
-1.80%
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0
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.
6
0
%
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-4.53%
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-1.46%
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%
1039.04
1040.25
1040.03
1039.91
1040.16
1040.28
1040.61TC
1040.65
1040.32
1040.41TC
1039.31
1039.62
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1039.26
1039.29TC
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1040.46
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1040.36
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1039.68
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1039.71
1039.64
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2
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0
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4
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6
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1040.69
1040.76
1040.66TC
1040.73TC
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CLUBHOUSE
1039.35
1040
1041.55
1043.00FG
1043.50TW
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.
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%
1040.65
OVERFLOW
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Project No:
Sheet
27
2
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DETAIL 2/C504
DETAIL 3/C504
DETAIL 4/C504
DETAIL 5/C504
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Plat 1
BM500
101
102
103
343,965 SF
7.90 AC
Lot 1
1
(2620)
2
(2610)
3
(2600)
4
(2590)
5
(2580)
6
(2570)
7
(2560)
8
(2550)
9
(2540)
10
(2535)
11
(2525)
12
(2515)
13
(2505)14
(2495)
15
(2485)
16
(2475)
17
(2465)
18
(2455)
19
(2445)
20
(2435)
21
(2430)
22
(2420)
23
(2410)
24
(2400)
25
(2390)
26
(2395)
27
(2405)
28
(2415)
29
(2425)SE
V
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T
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N
SE
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3-PT
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2-MJ
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1-UP
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1-PI
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PLANTING PLAN CONSTRUCTION NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE
IN THE EXACT LOCATION INDICATED.
2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING
EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING
CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION.
3.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR
NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
4.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT
ACCEPTANCE.
5.PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH ON ALL TREE PLANTINGS IN LAWN AREAS AND LAWN AREA
PLANTING BEDS UNLESS OTHERWISE DIRECTED BY OWNER.
6.ALL PLANTING BEDS TO RECEIVE 4 INCH DEPTH VERTICAL CUT EDGE, UNLESS OTHERWISE DIRECTED BY OWNER.
7.SOD ALL AREAS DISTURBED BY CONSTRUCTION WITHIN THE PROPOSED LOT AND THE ADJACENT RIGHT-OF-WAY.
DISTURBED AREA ON LOT 2 TO BE SEEDED WITH TYPE 1 PERMANENT LAWN SEED MIX.
8.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.
9.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET IN HEIGHT, EVERGREEN TREES SHALL BE MINIMUM OF 6 FEET IN
HEIGHT, AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT.
1
C600
DECIDUOUS TREES STAKING DETAIL
NO SCALE
SEE PLANTING PIT
DETAILS
GARDEN
HOSE FLAGGING
MATERIAL
1
STAKING PLAN
(TREES 2 1/2" DIA OR SMALLER)
STAKING PLAN
(TREES LARGER THAN 2 1/2" DIA)
1 WRAP TRUNK FROM GROUND TO FIRST BRANCH.
1 2 T
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(2'-0" MIN)
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PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
2
C600
PLANTING PIT DETAILS
NO SCALE
TYPICAL PLANTING PIT DETAIL
SLOPE PLANTING PIT DETAIL
SET ROOT COLLAR AND ROOT
FLARE 2" ABOVE FINISH GRADE.
DO NOT PLACE MULCH WITHIN
2" OF TRUNK. ROOT COLLAR IS
NOT ALWAYS LOCATED AT TOP
OF ROOTBALL
MINIMUM 6' DIAMETER,
3" DEPTH MULCH RING
3" HEIGHT WATER RETENTION
BERM BEYOND EDGE OF ROOT BALL
FINISH GRADE
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE MATERIAL,
CONTAINERS OR OTHER MATERIAL THAT WILL
IMPEDE THE GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND BURLAP
(B&B) PLANTS REMOVE MINIMUM TOP 1
2 OF BURLAP
AND WIRE BASKET MINIMUM.
PLACE ROOT BALL ON UNDISTURBED SOIL
3X ROOTBALL
MINIMUM FOR TREES
2X ROOTBAL
MINIMUM FOR SHRUBS
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MINIMUM FOR TREES
2X ROOTBAL
MINIMUM FOR SHRUBS
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2:1 MAXIMUM
TRANSITION SLOPE.
BEGIN TRANSITION
AT EDGE OF
ROOT BALL
EXISTING
SLOPE
TREE OR SHRUB
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE MATERIAL,
CONTAINERS OR OTHER MATERIAL THAT WILL
IMPEDE THE GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND BURLAP
(B&B) PLANTS REMOVE MINIMUM TOP 1
2 OF BURLAP
AND WIRE BASKET MINIMUM.
PLACE ROOT BALL ON UNDISTURBED SOIL
FINISH GRADE
3" HEIGHT WATER RETENTION
BERM BEYOND EDGE OF ROOT BALL
MINIMUM 6' DIAMETER,
3" DEPTH MULCH RING
SET ROOT COLLAR AND ROOT FLARE 2" ABOVE
FINISH GRADE. DO NOT PLACE MULCH WITHIN
2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS
LOCATED AT TOP OF ROOT BALL
FINISH GRADE
SEE PLANTING PIT DETAIL
ENGINEERING FABRIC
IMPERVIOUS SOIL
SEPTIC GRAVEL
1 PERVIOUS SOIL
(IF PRESENT)
1 IF PERVIOUS SOIL IS ENCOUNTERED
AT A DEPTH LESS THAN 6-FEET, THE
DRAINAGE WELL MAY BE TERMINATED
WHERE THE WELL EXTENDS A MINIMUM
OF 12-INCHES INTO THE PERVIOUS
SOIL LAYER.
3
C600
TREE DRAINAGE WELL DETAIL
NO SCALE
NOTE:
TREE DRAINAGE WELL ONLY REQUIRED IF IMPERVIOUS
SOILS ARE FOUND DURING INSTALLATION AS PER
SPECIFICATIONS AND AS APPROVED BY ENGINEER.
ORNAMENTAL TREES
21 AG Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 6' HT.B&B, MULTI-STEM
23 CR Crataegus crus-galli var. inermis THORNLESS COCKSPUR HAWTHORN 6' HT.B&B
41 MJ Malus 'Jarmin'MARILEE CRABAPPLE 6' HT.B&B
12 MP Malus x 'Prairifire'PRAIRIFIRE CRABAPPLE 6' HT.B&B
19 SR Syringa reticulata 'Ivory Silk'IVORY SILK JAPANESE TREE LILAC 6' HT.B&B
SHRUBS
43 AB Aronia arbutifolia 'Brilliantissima'RED CHOCKBERRY 24" HT.CONT. (5' O.C)
94 CA Cornus alba 'Ivory Halo'IVORY HALO DOGWOOD 24" HT.CONT. (6' O.C)
23 CC Cotinus coggygria 'Ancot'GOLDEN SPIRIT SMOKEBUSH 36" HT.CONT. (8' O.C)
80 FO Forsythia x 'Show Off Sugar Baby'SHOW OFF SUGAR BABY FORSYTHIA 18" HT.CONT. (3' O.C)
56 HK Hypericum kalmianum 'Ames'AMES ST. JOHN'S WART 18" HT.CONT. (3' O.C)
68 HY Hydrangea paniculata 'Renhy'VANILLA STRAWBERRY HYDRANGEA 24" HT.CONT. (6' O.C)
91 PF Potentilla fruticosa 'Lundy'LUNDY SHRUBBY CINQUEFOIL 18" HT.CONT. (3' O.C)
63 PO Physocarpus opulifolius 'Jefam' Amber Jubilee AMBER JUBILEE NINEBARK 24" HT.CONT. (5' O.C)
19 SN Sambucus nigra 'Eva'BLACKLACE ELDERBERRY 36" HT.CONT. (8' O.C)
119 SB Spiraea betuliflora 'Tor'TOR BIRCHLEAF SPIREA 18" HT.CONT. (3' O.C)
41 VL Viburnum lantana 'Mohican'MOHICAN VIBURNUM 36" HT.CONT. (8' O.C)
PLANTING PLAN REQUIREMENTS
(LANDSCAPE CALCULATIONS BASED ON CITY OF WAUKEE ZONING CODE REQUIREMENTS, PER CHAPTER 161, AND THE
SHOPS AT KETTLESTONE DESIGN GUIDELINES).
MINIMUM OF 20% OPEN SPACE REQUIRED
TOTAL AREA 344,053 SF
MIN OPEN SPACE REQUIRED 68,810 SF (20.0%)
OPEN SPACE PROVIDED 133,499 SF (38.8%)
PLANTING REQUIREMENTS:
ZONED R-4 = 2 TREES AND 2 SHRUBS PER DWELLING UNIT
29 TOTAL DWELLING UNITS X 2 = 58 TREES AND 58 SHRUBS REQUIRED
----TREES AND SHRUBS TO BE PROVIDED AT TIME OF HOME CONSTRUCTION.
NON-BUFFER PLANTINGS:
STREET TREE FRONTAGE REQUIREMENTS:
1 OVERSTORY TREE PER 40 LF OF FRONTAGE ALONG ESKER DRIVE
492 LF OF FRONTAGE = 492/40 = 12.30 OVERSTORY TREES REQUIRED (13 PROVIDED)
BUFFER AND SCREENING REQUIREMENTS:
BUFFER SCREEN PROVIDED FOR R-4 TO FUTURE R-1 ON EAST AND WEST
BOUNDARIES. 25 FOOT BUFFER REQUIRES, PER 50 LINEAR FEET= 1.5 OVERSTORY TREE, 2.5 EVERGREEN TREES, 2.5
ORNAMENTAL TREES AND 15 SHRUBS.
EAST BUFFER= 557 LF
557 / 50 = 11.14 PLANT UNITS
----11.14 P.U. x 1.5 OVERSTORY TREE =
17 OVERSTORY TREES REQUIRED, 17 OVERSTORY TREES PROVIDED
----11.14 P.U. x 2.5 EVERGREEN TREES =
28 EVERGREEN TREES REQUIRED, 28 EVERGREEN TREES PROVIDED
----11.14 P.U. x 2.5 ORNAMENTAL TREES =
28 ORNAMENTAL TREES REQUIRED, 28 ORNAMENTAL TREES PROVIDED
----11.14 P.U. x 15 SHRUBS =
167 SHRUBS REQUIRED, 167 SHRUBS PROVIDED
WEST BUFFER= 737 LF
737 / 50 = 14.74 PLANT UNITS
----14.74 P.U. x 1.5 OVERSTORY TREE =
22 OVERSTORY TREES REQUIRED, 22 OVERSTORY TREES PROVIDED
----14.74 P.U. x 2.5 EVERGREEN TREES =
37 EVERGREEN TREES REQUIRED, 37 EVERGREEN TREES PROVIDED
----24 P.U. x 2.5 ORNAMENTAL TREES =
37 ORNAMENTAL TREES REQUIRED, 37 ORNAMENTAL TREES PROVIDED
----11.14 P.U. x 15 SHRUBS =
221 SHRUBS REQUIRED, 221 SHRUBS PROVIDED
NORTH BUFFER= 522 LF
522 / 50 = 10.44 PLANT UNITS
----10.44 P.U. x 1.5 OVERSTORY TREE =
16 OVERSTORY TREES REQUIRED, 16 OVERSTORY TREES PROVIDED
----10.44 P.U. x 2.5 EVERGREEN TREES =
26 EVERGREEN TREES REQUIRED, 26 EVERGREEN TREES PROVIDED
----10.44 P.U. x 2.5 ORNAMENTAL TREES =
26 ORNAMENTAL TREES REQUIRED, 26 ORNAMENTAL TREES PROVIDED
----10.44 P.U. x 15 SHRUBS =
157 SHRUBS REQUIRED, 157 SHRUBS PROVIDED
SOUTH BUFFER= 492 LF
492 / 50 = 9.84 PLANT UNITS
----9.84 P.U. x 1.5 OVERSTORY TREE =
15 OVERSTORY TREES REQUIRED, 15 OVERSTORY TREES PROVIDED
----9.84 P.U. x 2.5 EVERGREEN TREES =
25 EVERGREEN TREES REQUIRED, 25 EVERGREEN TREES PROVIDED
----9.84 P.U. x 2.5 ORNAMENTAL TREES =
25 ORNAMENTAL TREES REQUIRED, 25 ORNAMENTAL TREES PROVIDED
----9.84 P.U. x 15 SHRUBS =
148 SHRUBS REQUIRED, 148 SHRUBS PROVIDED
PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME INSTALL
SIZE COMMENTS
CANOPY TREES
6 AC Acer freemanii 'Jeffersred'AUTUMN BLAZE FREEMAN MAPLE 8' HT.B&B
7 CT Catalpa speciosa NORTHERN CATALPA 8' HT.B&B
8 CO Celtis occidentalis 'Prairie Pride'PRAIRIE PRIDE HACKBERRY 8' HT.B&B
6 GB Ginkgo biloba 'Autumn Gold'AUTUMN GOLD GINKGO 8' HT.B&B MALE ONLY
10 GL Gleditsia tricanthos var inermis 'Impcole'IMPERIAL HONEYLOCUST 8' HT.B&B
6 OV Ostrya virginiana IRONWOOD 8' HT.B&B
8 PS Robinia pseudoacacia 'Purple Robe'PURPLE ROBE 8' HT.B&B
6 QB Quercus bicolor SWAMP WHITE OAK 8' HT.B&B
7 QU Quercus warei 'Long'REGAL PRINCE OAK 8' HT.B&B, COLUMNAR
11 TA Tilia americana 'Boulevard'BOULEVARD AMERICAN LINDEN 8' HT.B&B
8 UP Ulmus 'Patriot'PATIRIOT ELM 8' HT.B&B
EVERGREEN TREES
30 JS Juniperus scopulorum 'Bailigh'SKY HIGH JUNIPER 6' HT.B&B
18 JU Juniperus scopulorum 'Skyrocket'SKYROCKET JUNIPER 6' HT.B&B
8 PC Pinus cembra 'Swiss Stone'ALGONQUIN PILLAR SWISS STONE PINE 6' HT.B&B
11 PN Pinus flexilis 'Vanderwolf Pyramid'VANDERWOLF'S LIMBER PINE 6' HT.B&B
12 PI Picea glauca 'Densata'BLACK HILLS WHITE SPRUCE 6' HT.B&B
11 PG Picea pungens f. glauca 'Fat Albert'FAT ALBERT COLORADO SPRUCE 6' HT.B&B
15 PT Pinus mugo 'Tannenbaum'TANNENBAUM MUGO PINE 6' HT.B&B
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
PELLA COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
BORDEAUX ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
0
5
N
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A
N
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B
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1
3
0
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,
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A
5
0
0
2
3
PH
O
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E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
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3
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DATE:
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:
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:
11
-
2
3
-
2
0
FO
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N
11
-
3
0
-
2
0
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12
-
0
9
-
2
0
RE
V
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A
N
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E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
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V
A
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I
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S
03
-
1
8
-
2
1
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N
E
R
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Q
U
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S
T
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D
C
H
A
N
G
E
S
A0
19-137.2
3-18-2021
MS
P
L
A
N
LR
KC
VI
N
T
A
G
E
E
S
T
A
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E
S
-
N
O
R
T
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BO
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1585 SF
MAIN FLOOR GARAGE 557 SF
Grand total: 2 2142 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D., VERIFY W/ GRADE
4'
-
0
"
8"
6"
6"
3'
-
0
"
8"
8"8"
MA
I
N
T
A
I
N
4
2
"
M
I
N
.
F
R
O
S
T
1' - 4"1' - 4"
W1
6"
1' - 4"
3'
-
6
"
8"
CF 16
10
"
1' - 4"
4"4"
W4
PR
O
T
E
C
T
I
O
N
A
T
A
L
L
T
I
M
E
S
8"
6"
3'
-
6
"
8"
2' - 10"16' - 4"1' - 6"20' - 4"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION DOWN AS
GRADE REQUIRES. MAINTAIN 42"
MINIMUM FROST PROTECTION ON ALL
FOOTINGS
NOTE:
BACKFILL ALL EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH SAND OR
OTHER COMPACTIBLE MATERIALSTOOP
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
41' - 0"
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
3'
-
0
"
25
'
-
4
"
29
'
-
0
"
5'
-
8
"
63
'
-
0
"
9' - 0"13' - 0"19' - 0"
41' - 0"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
W4
W4
W4
W4
W1
W2
W2
W3
W1
W1
8"
39' - 8"
8"
8"20' - 8"
8"
5' - 8"12' - 8"8"
8'
-
0
"
2'
-
0
"
44
'
-
6
"
8'
-
6
"
63
'
-
0
"
8"
2' - 10"16' - 4"2' - 10"
W1
W1
DOWEL STOOP SLAB TO FOUNDATION
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
0
5
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B
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1
3
0
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,
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A
5
0
0
2
3
PH
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:
(
5
1
5
)
9
6
5
-
5
3
3
6
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:
(
5
1
5
)
9
6
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A100
19-137.2
3-18-2021
MS
P
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K
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
2
A201
4
A201
22' - 0"5' - 0"14' - 0"
34
'
-
4
"
5'
-
4
1
/
2
"
4'
-
3
"
11
'
-
0
1
/
2
"
3' - 0"16' - 0"3' - 0"2' - 6"2' - 6"7' - 3 1/8"6' - 8 7/8"
W
W.C.
COVERED PORCH
R/S
R/
S
R/S
MUD/LAUN.
MASTER
BEDROOM
BATH
GUEST
BEDROOM
TWO
CAR
GARAGE
41' - 0"
M. BATH
M.
CLOSET
LOCKERS
W.C.
3/0 x 6/8 PCKT
2/
8
x
6
/
8
2/
8
x
6
/
8
2/8 x 6/8
3/
0
x
6
/
8
2/10 X 6/8
2/
1
0
X
6
/
8
3/
0
X
6
/
8
9' - 0"13' - 0"19' - 0"
41' - 0"
3'
-
0
"
25
'
-
4
"
5'
-
8
1
/
2
"
2'
-
1
"
8'
-
8
"
6'
-
0
1
/
2
"
6'
-
6
"
5'
-
8
"
63
'
-
0
"
PANTRY
3/0 x 6/8 DBL
FOYER
GUEST
CLOSET
COVERED
PORCH
PLUMBING WALL
AS REQ'D FOR W/D
HOOKUPS
29
3
5
C
S
M
T
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
1'
-
1
0
"
4'
-
8
"
2'
-
1
0
"
2'
-
1
0
"
6"
3' - 3"3' - 3"5' - 3 1/2"9' - 6"18' - 8 1/2"6"
O.H.C.
O.
H
.
C
.
R/S
2' - 3"8' - 6"2' - 3"
6'
-
1
1
/
4
"
5'
-
8
"
2'
-
1
0
"
RO
O
F
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R
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S
S
A
B
V
.
@
2
4
"
O
.
C
.
EX. GRADE LVL BM ABOVE
EX
.
G
R
A
D
E
L
V
L
B
M
A
B
O
V
E
2' - 10 1/2"8' - 1 1/2"8' - 0"
32
X
6
0
TU
B
/
S
H
W
R
(2) 1 3/4" X 11 7/8" LVL HEADER
ATTIC
ACCESS
ABOVE
ROOF TRUSS ABV.
@ 24" O.C.
ROOF TRUSS ABV.
@ 24" O.C.
EX. GRADE
LVL BM ABOVE
11
7
/
8
"
F
L
O
O
R
J
O
I
S
T
S
SP
A
C
E
P
E
R
M
F
G
R
2/
1
0
X
6
/
8
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
MECH.
3/0 x 6/8
FLOOR
DRAIN
2' - 0"14' - 5 1/2"2' - 0"
2'
-
0
"
2'
-
0
"
2959 CSMT3-
DW
RANGE
SINK
RE
F
DINING
LIVING
ROOM
KITCHEN
P101
2
P101
1
3' - 3"5' - 5 1/2"12' - 3 1/2"
6' - 6"2' - 5"12' - 7"6"
6"12' - 9 1/2"8' - 4 1/2"
5' - 3"2' - 6 1/2"3' - 10 1/2"6' - 10 1/2"6"
2'
-
0
"
3'
-
7
"
7'
-
3
"
2'
-
0
"
6"
2'
-
0
"
6"
8'
-
6
1
/
2
"
4'
-
3
"
2'
-
4
1
/
2
"
3'
-
0
"
25
'
-
4
"
6"
12
'
-
6
1
/
2
"
5'
-
3
1
/
2
"
8'
-
6
1
/
2
"
7'
-
4
"
6"
24
'
-
9
1
/
2
"
6"
25
'
-
1
0
"
8'
-
6
"
12" TRAY CLG.
12" TRAY CLG.
OPTIONAL 12" TRAY
NICHE
HB
FURNWH
HB
OPTIONAL
POCKET DOOR
OPTIONAL
POCKET
DOOR
3
A201
Sim
55
'
-
0
"
R/
S
2/
0
x
6
/
8
1/4 X 6/8
29
5
9
C
S
M
T
2'
-
6
"
3'
-
6
"
O.H.C.
29
2
9
T
R
S
M
A101
3
8
1
/
2
"
5'
-
4
"
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
2-
2'
-
0
"
2' - 0"
2'
-
0
"
2' - 0"
2'
-
0
"
2' - 0"
3/0 x 6/8
3/
0
X
6
/
8
2959 CSMT 5359 FXD 2959 CSMT
CL
LIN.
CLO.
29
2
9
T
R
S
M
FULL HT.
WALL
12
'
-
5
3
/
4
"
7'
-
3
"
29
5
9
C
S
M
T
2-
A101
4
A201
7
5
18' - 6"
A201
11
6
A201
10
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
LAV.
LAV.LAV.
MW HOOD
D
RI
D
G
E
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
9:12 SLOPE SIDE TO SIDE***
5:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
RI
D
G
E
OVERFRAMING AS REQ'D
(TYPICAL SEE
ELEVATIONS)
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
RI
D
G
E
5"
/
1
2
"
5"
/
1
2
"
6" / 12"6" / 12"
8" / 12"8" / 12"
8" / 12"8" / 12"
O.H.C.
O.
H
.
C
.
DW
RANGE
SINK
RE
F
O.H.C.
A201
7
5
6 A201
8
9
2' - 3"
1/2"
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
14' - 6"
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
3'
-
0
"
1/
2
"
2'
-
3
"
13
'
-
5
1
/
2
"
1 1/2"
1' - 6"1' - 3"3' - 0"2' - 0"1"
1 1/2"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
8' - 1"
3'
-
4
"
MW HOOD
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.O.H.C.O.H.C.
LAZY SUSAN W/
DOOR ATTACHED
OP
T
.
FP
LIVING
ROOM
29
2
9
T
R
S
M
29
2
9
T
R
S
M
2'
-
7
"
2'
-
2
"
5'
-
0
"
2'
-
2
"
2' - 0"
12" TRAY CLG.
DW
RANGE
SINK
RE
F
PANTRY
KITCHEN
MW HOOD
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
9' - 2 1/2"
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
8'
-
2
"
1 1/2"
1' - 6"1' - 3"3' - 0"2' - 0"1"
1 1/2"8' - 1"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
3'
-
4
"
1' - 6"1' - 6"
3' - 0"
1'
-
1
0
1
/
2
"
1/2"5' - 0"1/2"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
5' - 1"
1' - 0 1/4"2' - 11 1/2"1' - 0 1/4"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
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N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
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:
(
5
1
5
)
9
6
5
-
5
3
3
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FA
X
:
(
5
1
5
)
9
6
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-
5
3
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DATE:
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N
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:
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DA
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:
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S
S
U
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D
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O
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11
-
2
3
-
2
0
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
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O
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F
I
N
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H
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D
U
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12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
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S
02
-
0
9
-
2
1
C
A
S
E
W
O
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K
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L
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A
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I
O
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03
-
1
8
-
2
1
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R
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Q
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A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
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O
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BO
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S
T
A
T
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V
1
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR- 1500 FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 KITCHEN - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 BORDEAUX KITCHEN
SCALE: 1/4" = 1'-0"6 BORDEAUX BATH
SCALE: 1/4" = 1'-0"7 BORDEAUX MASTER BATH
O.
H
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C
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O
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H
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C
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O
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H
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C
.
O.H.C. O.H.C.
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
UPPER LEVEL PLT HT
18' -2 7/8"
T5
CONCRETE SLOPE TO GRADE
UPPER FLOOR
10' -1 3/4"
L1
8'
-
1
1
/
8
"
1'
-
0
5
/
8
"
9'
-
1
1
/
8
"
UPPER WIN. H.H.
16' -9 3/4"
T1
M2
M1
T2
S2
3353 CSMT
2935 CSMT
2929 FXD
T7
T4
F1
B1
T4
S4
S4
R1
1'
-
6
"
4'
-
0
"
T7
B1
F1
T1
T7
T2
T1
S2
C1
M2
M1
T5
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T5
T2
F1
T1
C1
F1
T2
M1
M2
S1
T5
T2
T1
S4
T1
R1
F1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
M1
M2
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"T1
S1
R1
F1
C1
S2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
FIREPLACE OPTION B
TRANSOM WINDOWS
16
0
5
N
.
A
N
K
E
N
Y
B
L
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1
3
0
AN
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5
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2
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9
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3
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2
0
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11
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F
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12
-
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9
-
2
0
R
E
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D
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A
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G
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02
-
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9
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2
1
C
A
S
E
W
O
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K
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03
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8
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A200
19-137.2
3-18-2021
MS
P
L
A
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LR
K
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VI
N
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A
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E
E
S
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A
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-
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L
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BO
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SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B1 DECORATIVE BRACKET - FYPON CRAFTSMAN BRACKET BKT04X12X16RI
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S2 (STUCCO PANEL) HARDIE PANEL
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
VENTED ALUMINUM SOFFIT AND
FASCIA ON 2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
B.O.F.
-4' -0"
9'
-
9
1
/
8
"
3'
-
4
"
8"
8'
-
1
1
/
4
"
2"
11
7
/
8
"
8'
-
3
1
/
4
"
4"
2"
4"
4"
1'
-
6
"
2 1/2"
2"2"
2 1/2"
SIMPSON POST STANDOFF
6X6 TRTD TIMBER POST
BLOCKING AS REQ'D
PAINTED COLUMN TRIM
STONE CAP
MAIN FLOOR
0"
T.O.F.
-6"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
4" FLOOR SLAB
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
9' - 2 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
3' - 3"2' - 8 1/2"3' - 3"
9' - 2 1/2"
MW HOOD
RANGE
PANTRY
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
PANTRY
REF
1"3' - 0"1"2' - 6"2' - 6"
1'
-
6
"
6'
-
0
"
7'
-
6
"
2' - 6"2' - 6"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1' - 6"1' - 3"3' - 0"2' - 0"1"
7' - 10"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
DW
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
12' - 2 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
2' - 6"3' - 3"2' - 8 1/2"3' - 3"
11' - 8 1/2"
MW HOOD
RANGE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
REF
1'
-
6
"
6'
-
0
"
7'
-
6
"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
3' - 2"2' - 6"2' - 6"2' - 6"
7' - 6"
1"3' - 0"1"2' - 6"2' - 6"3' - 0"
11' - 2"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1/2"5' - 0"1/2"
5' - 1"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
3' - 0"
16
0
5
N
.
A
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Y
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1
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Y
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:
(
5
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)
9
6
5
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5
3
3
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FA
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:
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5
1
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)
9
6
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3
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2
0
F
O
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11
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-
2
0
R
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F
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I
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12
-
0
9
-
2
0
R
E
V
I
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E
D
P
L
A
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G
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02
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9
-
2
1
C
A
S
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W
O
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03
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1
8
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2
1
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A201
19-137.2
3-18-2021
MS
P
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LR
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T
A
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S
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DE
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ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
1 GUEST BEDROOM 133 SF CARPET
2 BATH 53 SF LVT
3 MASTER BEDROOM 149 SF CARPET
4 MUD/LAUN. 87 SF LVP
5 TWO CAR GARAGE 522 SF CONCRETE
6 M. BATH 92 SF LVT
7 M. CLOSET 53 SF CARPET
10 PANTRY 21 SF LVP
11 GUEST CLOSET 26 SF CARPET
13 LOFT 369 SF
14 FOYER 120 SF LVP
16 MECH. 56 SF CONCRETE
17 DINING 201 SF LVP
18 LIVING ROOM 262 SF LVP
20 KITCHEN 174 SF LVP
21 CL 6 SF LVP
22 LIN. CLO. 5 SF LVT
NOTE: AREA'S ARE PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FLOOR AREA'S PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1/2" = 1'-0"1 TYP. WALL SECTION
DOOR SCHEDULE
Type To Room: Name
Door
CommentsWidth Height
2/10 X 6/8 BATH 2' - 10" 6' - 8"
1/4 x 6/8 BATH 1' - 4" 6' - 8"
3/0 x 6/8 DINING 3' - 0" 6' - 8"
36" x 80" DINING 3' - 0" 6' - 8"
3/0 X 6/8 FOYER 3' - 0" 6' - 8"
2/10 X 6/8 FOYER 2' - 10" 6' - 8"
2/0 x 6/8 FOYER 2' - 0" 6' - 8"
2/10 X 6/8 GUEST BEDROOM 2' - 10" 6' - 8"
3/0 x 6/8 KITCHEN 3' - 0" 6' - 8"
2/8 x 6/8 M. BATH 2' - 8" 6' - 8"
Interior - Double
Sliding Glass
Shower Door
M. BATH 5' - 0" 6' - 0"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 PCKT MUD/LAUN. 3' - 0" 6' - 8"
2/8 x 6/8 MUD/LAUN. 2' - 8" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
3/0 x 6/8 TWO CAR GARAGE 3' - 0" 6' - 8"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
WINDOW SCHEDULE
Level From Room: Name Type Comments
MAIN FLOOR 2929 TRSM
MAIN FLOOR 2929 TRSM
MAIN FLOOR 2959 CSMT E
MAIN FLOOR 2959 CSMT E
MAIN FLOOR DINING 2929 TRSM
MAIN FLOOR DINING 5359 FXD
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR LIVING ROOM 2929 TRSM
MAIN FLOOR M. BATH 2935 CSMT E3
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MUD/LAUN. 2929 TRSM
MAIN FLOOR: 18
UPPER FLOOR 2929 TRSM Porch Gable
UPPER FLOOR TWO CAR GARAGE 3353 CSMT E Garage Gable
UPPER FLOOR TWO CAR GARAGE 2935 CSMT E3 Garage Gable
UPPER FLOOR TWO CAR GARAGE 2935 CSMT E3 Garage Gable
UPPER FLOOR: 4
Grand total: 22
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
SCALE: 1/2" = 1'-0"4 TYP. COLUMN
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"8 KITCHEN OPTION B - ELEVATION 1
SCALE: 1/4" = 1'-0"9 KITCHEN OPTION B - ELEVATION 2
SCALE: 1/4" = 1'-0"11 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"10 BATH ELEVATION
SCALE: 1" = 1'-0"12 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
PELLA COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
BORDEAUX ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
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19-137.2
3-18-2021
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1620 SF
MAIN FLOOR GARAGE 557 SF
Grand total: 2 2177 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D., VERIFY W/ GRADE
4'
-
0
"
8"
6"
6"
3'
-
0
"
8"
8"8"
MA
I
N
T
A
I
N
4
2
"
M
I
N
.
F
R
O
S
T
1' - 4"1' - 4"
W1
6"
1' - 4"
3'
-
6
"
8"
CF 16
10
"
1' - 4"
4"4"
W4
PR
O
T
E
C
T
I
O
N
A
T
A
L
L
T
I
M
E
S
8"
6"
3'
-
6
"
8"
2' - 10"16' - 4"1' - 6"20' - 4"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION DOWN AS
GRADE REQUIRES. MAINTAIN 42"
MINIMUM FROST PROTECTION ON ALL
FOOTINGS
NOTE:
BACKFILL ALL EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH SAND OR
OTHER COMPACTIBLE MATERIALSTOOP
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
41' - 0"
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
3'
-
0
"
25
'
-
4
"
29
'
-
0
"
5'
-
8
"
63
'
-
0
"
9' - 0"17' - 0"15' - 0"
41' - 0"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
W4
W4
W4
W4
W1
W2
W2
W3
W1
W1
8"
39' - 8"
8"
8"20' - 8"
8"
5' - 8"12' - 8"8"
8'
-
0
"
2'
-
0
"
44
'
-
6
"
8'
-
6
"
63
'
-
0
"
8"
2' - 10"16' - 4"2' - 10"
W1
W1
DOWEL STOOP SLAB TO FOUNDATION
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A100
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
BO
R
D
E
A
U
X
E
S
T
A
T
E
V
2
FO
U
N
D
A
T
I
O
N
P
L
A
N
SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
2
A201
4
A201
22' - 0"5' - 0"14' - 0"
34
'
-
4
"
5'
-
4
1
/
2
"
4'
-
3
"
11
'
-
0
1
/
2
"
3' - 0"16' - 0"3' - 0"2' - 6"2' - 6"7' - 3 1/8"6' - 8 7/8"
W
W.C.
COVERED PORCH
R/S
R/
S
R/S
MUD/LAUN.
MASTER
BEDROOM
BATH
GUEST
BEDROOM
TWO
CAR
GARAGE
41' - 0"
M. BA
M.
CLOSET
LOCKERS
W.C.
3/0 x 6/8 PCKT
2/
8
x
6
/
8
2/
8
x
6
/
8
2/8 x 6/8
3/
0
x
6
/
8
2/10 X 6/8
2/
1
0
X
6
/
8
3/
0
X
6
/
8
9' - 0"17' - 0"15' - 0"
41' - 0"
3'
-
0
"
25
'
-
4
"
5'
-
8
1
/
2
"
2'
-
1
"
8'
-
8
"
6'
-
0
1
/
2
"
6'
-
6
"
5'
-
8
"
63
'
-
0
"
PANTRY
3/0 x 6/8 DBL
FOYER
GUEST
CLOSET
COVERED
PORCH
PLUMBING WALL
AS REQ'D FOR W/D
HOOKUPS
29
3
5
C
S
M
T
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
1'
-
1
0
"
4'
-
8
"
2'
-
1
0
"
2'
-
1
0
"
6"
3' - 3"3' - 3"5' - 3 1/2"9' - 3 1/2"18' - 11"6"
O.H.C.
O.
H
.
C
.
R/S
2' - 10"11' - 4"2' - 10"
6'
-
1
1
/
4
"
5'
-
8
"
2'
-
1
0
"
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
EX. GRADE LVL BM ABOVE
EX
.
G
R
A
D
E
L
V
L
B
M
A
B
O
V
E
2' - 8"6' - 8"5' - 8"
32
X
6
0
TU
B
/
S
H
W
R
(2) 1 3/4" X 11 7/8" LVL HEADER
ATTIC
ACCESS
ABOVE
ROOF TRUSS ABV.
@ 24" O.C.
ROOF TRUSS ABV.
@ 24" O.C.
EX. GRADE
LVL BM ABOVE
11
7
/
8
"
F
L
O
O
R
J
O
I
S
T
S
SP
A
C
E
P
E
R
M
F
G
R
2/
1
0
X
6
/
8
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
MECH.
3/0 x 6/8
FLOOR
DRAIN
2' - 0"14' - 5 1/2"2' - 0"
2'
-
0
"
2'
-
0
"
2959 CSMT3-
DW
RANGE
SINK
RE
F
DINING
LIVING
ROOM
KITCHEN
2959 CSMT 2959 CSMT
3/
0
X
6
/
8
P101
2
P101
1
3' - 3"5' - 5 1/2"16' - 3 1/2"
6' - 6"2' - 5"12' - 7"
6"
6"12' - 9 1/2"8' - 4 1/2"
5' - 3"2' - 6 1/2"3' - 10 1/2"6' - 10 1/2"6"
2'
-
0
"
10
'
-
6
"
3'
-
7
"
7'
-
2
1
/
2
"
2'
-
0
"
6"
2'
-
0
"
6"
8'
-
6
1
/
2
"
4'
-
3
"
2'
-
4
1
/
2
"
3'
-
0
"
25
'
-
4
"
6"
12
'
-
6
1
/
2
"
5'
-
3
1
/
2
"
8'
-
6
1
/
2
"
7'
-
4
"
6"
24
'
-
9
1
/
2
"
6"
25
'
-
1
0
"
8'
-
6
"
12" TRAY CLG.
12" TRAY CLG.
OPTIONAL 12" TRAY
NICHE
HB
FURNWH
HB
OPTIONAL
POCKET DOOR
OPTIONAL
POCKET
DOOR
3
A201
Sim
55
'
-
0
"
R/
S
2/
0
x
6
/
8
1/4 X 6/8
29
5
9
C
S
M
T
2'
-
6
"
3'
-
6
"
O.H.C.
29
2
9
T
R
S
M
A101
3
8
1
/
2
"
5'
-
4
"
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
2-
3/0 x 6/8
2'
-
0
"
2' - 0"
2'
-
0
"
2' - 0"
2'
-
0
"
2' - 0"
2' - 0"1 3 5 .0 0 °
CL
LIN.
CLO.
A101
4
29
5
9
C
S
M
T
12
'
-
5
3
/
4
"
7'
-
3
"
29
2
9
T
R
S
M
FULL HT.
WALL
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
LAV.
LAV.LAV.
A201
11
A201
10
A201
5
6
7
A201
MW HOOD
D
RI
D
G
E
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
9:12 SLOPE SIDE TO SIDE***
5:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
RI
D
G
E
OVERFRAMING AS REQ'D
(TYPICAL SEE
ELEVATIONS)
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
RI
D
G
E
5"
/
1
2
"
5"
/
1
2
"
6" / 12"6" / 12"
8" / 12"8" / 12"
8" / 12"8" / 12"
O.H.C.
O.
H
.
C
.
DW
RANGE
SINK
RE
F
O.H.C.
2' - 3"
1/2"
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
14' - 2 7/8"
A201
5
6
7
A201
8
9
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
3'
-
0
"
1/
2
"
2'
-
3
"
13
'
-
5
1
/
2
"
1'
-
0
"
1'
-
1
"
2'
-
1
"
1 1/2"
1' - 6"1' - 3"3' - 0"2' - 0"1"
1 1/2"8' - 1"
2'
-
0
3
/
4
"
1'
-
3
1
/
4
"
3'
-
4
"
MW HOOD
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
O.H.C.O.H.C.
LAZY SUSAN W/
DOOR ATTACHED
OP
T
.
FP
LIVING
ROOM
29
2
9
T
R
S
M
29
2
9
T
R
S
M
2'
-
7
"
2'
-
2
"
5'
-
0
"
2'
-
2
"
2' - 0"
12" TRAY CLG.
PANTRY
DW
RANGE
SINK
RE
F
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
8' - 11 1/2"
1'
-
0
"
1'
-
1
"
1"
3'
-
0
"
1"2'
-
6
"
2'
-
6
"
8'
-
2
"
1 1/2"
1' - 6"1' - 3"3' - 0"2' - 0"
1"
1 1/2"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
3'
-
4
"
8' - 1"
MW HOODO.H.C.O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
3' - 0"
1'
-
1
0
1
/
2
"
1' - 6"1' - 6"
1/2"5' - 0"1/2"
5' - 1"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
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m
p
r
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n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
BO
R
D
E
A
U
X
E
S
T
A
T
E
V
2
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR- 1500 FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 KITCHEN - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 BORDEAUX KITCHEN
SCALE: 1/4" = 1'-0"6 BORDEAUX BATH
SCALE: 1/4" = 1'-0"7 BORDEAUX MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
UPPER LEVEL PLT HT
18' -2 7/8"
T5
CONCRETE SLOPE TO GRADE
UPPER FLOOR
10' -1 3/4"
L1
8'
-
1
1
/
8
"
1'
-
0
5
/
8
"
9'
-
1
1
/
8
"
UPPER WIN. H.H.
16' -9 3/4"
T1
M2
M1
T2
S2
3353 CSMT
2935 CSMT
2929 FXD
T7
T4
F1
B1
T4
S4
S4
R1
1'
-
6
"
4'
-
0
"
T7
B1
F1
T1
T7
T2
T1
S2
C1
M2
M1
T5
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T5
T2
F1
T1
C1
F1
T2
M1
M2
S1
T5
T2
T1
S4
T1
R1
F1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
M1
M2
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"T1
S1
R1
F1
C1
S2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
FIREPLACE OPTION B
TRANSOM WINDOWS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
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@
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p
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a
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c
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i
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c
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s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
BO
R
D
E
A
U
X
E
S
T
A
T
E
V
2
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B1 DECORATIVE BRACKET - FYPON CRAFTSMAN BRACKET BKT04X12X16RI
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S2 (STUCCO PANEL) HARDIE PANEL
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
VENTED ALUMINUM SOFFIT AND
FASCIA ON 2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
B.O.F.
-4' -0"
9'
-
9
1
/
8
"
3'
-
4
"
8"
8'
-
1
1
/
4
"
2"
11
7
/
8
"
8'
-
3
1
/
4
"
4"
2"
4"
4"
1'
-
6
"
2 1/2"
2"2"
2 1/2"
SIMPSON POST STANDOFF
6X6 TRTD TIMBER POST
BLOCKING AS REQ'D
PAINTED COLUMN TRIM
STONE CAP
MAIN FLOOR
0"
T.O.F.
-6"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
4" FLOOR SLAB
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MW HOOD
RANGE
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
8' - 11 1/2"
3' - 3"2' - 8 1/2"3' - 0"
8' - 11 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
PANTRY
REF
1"3' - 0"1"2' - 6"2' - 6"
8' - 2"
1'
-
6
"
6'
-
0
"
7'
-
6
"
3' - 2"2' - 6"2' - 6"
8' - 2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
DW
1"2' - 0"3' - 0"1' - 3"1' - 6"
7' - 10"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MW HOOD
RANGE
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
11' - 11 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
2' - 6"3' - 3"2' - 8 1/2"3' - 0"
11' - 5 1/2"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
REF
1"3' - 0"
1"
2' - 6"2' - 6"3' - 0"
11' - 2"
6'
-
0
"
1'
-
6
"
7'
-
6
"
2' - 6"2' - 6"2' - 6"
7' - 6"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
5' - 1"1/2"
5' - 0"1/2"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
3' - 0"
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A201
19-137.2
3-18-2021
MS
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ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
1 GUEST BEDROOM 133 SF CARPET
2 BATH 53 SF LVT
3 MASTER BEDROOM 193 SF CARPET
4 MUD/LAUN. 87 SF LVP
5 TWO CAR GARAGE 522 SF CONCRETE
6 M. BA 92 SF LVT
7 M. CLOSET 53 SF CARPET
10 PANTRY 21 SF LVP
11 GUEST CLOSET 26 SF CARPET
13 LOFT 586 SF
14 FOYER 120 SF LVP
16 MECH. 56 SF CONCRETE
17 DINING 193 SF LVP
18 LIVING ROOM 262 SF LVP
20 KITCHEN 174 SF LVP
21 CL 6 SF LVP
22 LIN. CLO. 5 SF LVT
NOTE: AREA'S ARE PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FLOOR AREA'S PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1/2" = 1'-0"1 TYP. WALL SECTION
DOOR SCHEDULE
Type To Room: Name
Door
CommentsWidth Height
2/10 X 6/8 BATH 2' - 10" 6' - 8"
1/4 x 6/8 BATH 1' - 4" 6' - 8"
36" x 80" DINING 3' - 0" 6' - 8"
3/0 X 6/8 FOYER 3' - 0" 6' - 8"
2/10 X 6/8 FOYER 2' - 10" 6' - 8"
2/0 x 6/8 FOYER 2' - 0" 6' - 8"
2/10 X 6/8 GUEST BEDROOM 2' - 10" 6' - 8"
3/0 x 6/8 KITCHEN 3' - 0" 6' - 8"
2/8 x 6/8 M. BA 2' - 8" 6' - 8"
Interior - Double
Sliding Glass
Shower Door
M. BA 5' - 0" 6' - 0"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 PCKT MUD/LAUN. 3' - 0" 6' - 8"
2/8 x 6/8 MUD/LAUN. 2' - 8" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
3/0 x 6/8 TWO CAR GARAGE 3' - 0" 6' - 8"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
WINDOW SCHEDULE
Level From Room: Name Type Comments
MAIN FLOOR 2929 TRSM
MAIN FLOOR 2929 TRSM
MAIN FLOOR 2959 CSMT E
MAIN FLOOR 2959 CSMT E
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR DINING 2929 TRSM
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR LIVING ROOM 2929 TRSM
MAIN FLOOR M. BA 2935 CSMT E3
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MUD/LAUN. 2929 TRSM
MAIN FLOOR: 17
UPPER FLOOR 2929 TRSM Porch Gable
UPPER FLOOR TWO CAR GARAGE 3353 CSMT E Garage Gable
UPPER FLOOR TWO CAR GARAGE 2935 CSMT E3 Garage Gable
UPPER FLOOR TWO CAR GARAGE 2935 CSMT E3 Garage Gable
UPPER FLOOR: 4
Grand total: 21NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
SCALE: 1/2" = 1'-0"4 TYP. COLUMN
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"8 KITCHEN OPTION B - ELEVATION 1
SCALE: 1/4" = 1'-0"9 KITCHEN OPTION B - ELEVATION 2
SCALE: 1/4" = 1'-0"11 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"10 BATH ELEVATION
SCALE: 1" = 1'-0"12 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
CARMEL ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
0
5
N
.
A
N
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E
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Y
B
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1
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0
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2
3
PH
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:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
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5
3
3
5
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DATE:
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11
-
2
3
-
2
0
FO
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I
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11
-
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-
2
0
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12
-
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9
-
2
0
RE
V
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A
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S
02
-
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9
-
2
1
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A
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E
W
O
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03
-
1
8
-
2
1
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A0
19-137.2
3-18-2021
MS
P
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1585 SF
MAIN FLOOR GARAGE 557 SF
Grand total: 2 2142 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D., VERIFY W/ GRADE
4'
-
0
"
8"
6"
3'
-
0
"
8"
8"8"
1' - 4"1' - 4"
W1
6"
1' - 4"
3'
-
6
"
8"
CF 16
10
"
1' - 4"
W4
6"
3'
-
6
"
8"
8"
1' - 4"MA
I
N
T
A
I
N
4
2
"
M
I
N
.
F
R
O
S
T
PR
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C
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I
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N
A
T
A
L
L
T
I
M
E
S
2' - 10"16' - 4"1' - 4"20' - 6"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION DOWN AS
GRADE REQUIRES. MAINTAIN 42"
MINIMUM FROST PROTECTION ON ALL
FOOTINGS
NOTE:
BACKFILL ALL EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH SAND OR
OTHER COMPACTIBLE MATERIAL
STOOP
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
41' - 0"
W2 W1
W1
W1
W1
W1
W1
W1
W1
W1
3'
-
0
"
25
'
-
4
"
29
'
-
0
"
5'
-
8
"
63
'
-
0
"
9' - 0"13' - 0"19' - 0"
41' - 0"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
W4
W4
W4
W4
W4
W2
W2
W3
W1
W1
8"
39' - 8"
8"
8"20' - 8"
8"
5' - 8"12' - 8"8"
8'
-
0
"
2'
-
0
"
44
'
-
6
"
8'
-
6
"
63
'
-
0
"
10"
2' - 10"16' - 4"2' - 10"
W1
W1
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL STOOP SLAB TO FOUNDATION
ELEVATION
CHANGE
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
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5
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1
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A
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0
2
3
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:
(
5
1
5
)
9
6
5
-
5
3
3
6
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:
(
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1
5
)
9
6
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A100
19-137.2
3-18-2021
MS
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
4
A201
22' - 0"5' - 0"14' - 0"
8'
-
6
"
25
'
-
1
0
"
5'
-
4
1
/
2
"
4'
-
3
"
11
'
-
0
1
/
2
"
3' - 0"16' - 0"3' - 0"2' - 6"2' - 6"7' - 3 1/8"6' - 8 7/8"
W
W.C.
COVERED PORCH
R/S
R/
S
R/S
MUD/LAUN.
MASTER
BEDROOM
BATH
GUEST
BEDROOM
TWO
CAR
GARAGE
41' - 0"
M. BA
M.
CLOSET
LOCKERS
W.C.
3/0 x 6/8 PCKT
2/
8
x
6
/
8
2/
8
x
6
/
8
2/8 x 6/8
3/0 x 6/8
3/
0
x
6
/
8
2/10 X 6/8
2/
1
0
X
6
/
8
3/
0
X
6
/
8
3' - 9"5' - 3"13' - 0"19' - 0"
41' - 0"
3'
-
0
"
25
'
-
4
"
5'
-
8
1
/
2
"
2'
-
1
"
8'
-
8
"
6'
-
0
1
/
2
"
6'
-
6
"
5'
-
8
"
63
'
-
0
"
PANTRY
3/0 x 6/8 DBL
FOYER
GUEST
CLOSET
COVERED
PORCH
PLUMBING WALL
AS REQ'D FOR W/D
HOOKUPS
29
3
5
C
S
M
T
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
1'
-
1
0
"
4'
-
8
"
2'
-
1
0
"
2'
-
1
0
"
6"3' - 3"3' - 3"5' - 3 1/2"9' - 6"18' - 8 1/2"6"
R/S
2' - 3"8' - 6"2' - 3"
6'
-
1
1
/
4
"
5'
-
8
"
2'
-
1
0
"
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
G.T.A.
EX
.
G
R
A
D
E
L
V
L
B
M
A
B
O
V
E
5359 FXD
2' - 10 1/2"8' - 1 1/2"8' - 0"
32
X
6
0
TU
B
/
S
H
W
R
(2) 1 3/4 X 11 7/8 LVL HEADER
ATTIC
ACCESS
ABOVE
ROOF TRUSS ABV.
@ 24" O.C.
ROOF TRUSS ABV.
@ 24" O.C.
EX. GRADE
LVL BM ABOVE
11
7
/
8
"
F
L
O
O
R
J
O
I
S
T
S
SP
A
C
E
P
E
R
M
F
G
R
2/
1
0
X
6
/
8
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
MECH.
3/0 x 6/8 FLOOR
DRAIN
14' - 5 1/2"2' - 0"
2'
-
0
"
2'
-
0
"
2959 CSMT3-
DINING
LIVING
ROOM
KITCHEN
2959 CSMT 2959 CSMT
3/
0
X
6
/
8
3' - 3"5' - 5 1/2"12' - 3 1/2"
6' - 6"2' - 5"12' - 7"18' - 6"6"
6"12' - 9 1/2"8' - 4 1/2"
20' - 11 1/2"6"5' - 3"2' - 6 1/2"3' - 10 1/2"6' - 10 1/2"6"
2'
-
0
"
10
'
-
6
"
3'
-
7
"
7'
-
2
1
/
2
"
2'
-
0
"
6"
2'
-
0
"
6"
8'
-
6
1
/
2
"
4'
-
3
"
2'
-
4
1
/
2
"
3'
-
0
"
25
'
-
4
"
6'
-
1
0
1
/
2
"
5'
-
3
1
/
2
"
8'
-
6
1
/
2
"
7'
-
4
"
25
'
-
3
1
/
2
"
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN INTENT ONLY. DUE TO
CONSTRUCTION MEANS, METHODS AND TOLERANCES, ROOM SIZES ARE SUBJECT
TO CHANGE WITHOUT NOTICE.
BEAR TRUSSES ON
HOUSE/GARAGE WALL
NICHE
HB
FUR WALL OUT W/
1/2" FURRING STRIPS
12" TRAY CLG.
12" TRAY CLG.
OPTIONAL 12" TRAY
OPTIONAL
POCKET DOOR
OPTIONAL
POCKET
DOOR
FURNWH
HB
2
A201
Sim
3
A201
Sim
55
'
-
0
"
R/
S
2/
0
x
6
/
8
1/4 X 6/8
29
5
9
C
S
M
T
2'
-
6
"
3'
-
6
"
5'
-
4
"
8
1
/
2
"
DW
SINK
A101
3O.H.C.
O.
H
.
C
.
RANGE
RE
F
O.H.C.
29
2
9
T
R
S
M
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
2-
6"
5'
-
8
"
2' - 0"
CL
LIN.
CLO.
29
2
9
T
R
S
M
FULL HT.
WALL
29
5
9
C
S
M
T
2-
A101
4
12
'
-
5
3
/
4
"
7'
-
3
"
P102
3(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
H
D
R
(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
H
D
R
A201
10
A201
11
A201
5
7
6 A201
LAV.
LAV.LAV.
DW
MW HOOD
D
RI
D
G
E
RI
D
G
E
RI
D
G
E
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
9:12 SLOPE SIDE TO SIDE***
5:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
RI
D
G
E
OVERFRAMING AS REQ'D
(TYPICAL SEE
ELEVATIONS)
8"
/
1
2
"
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
6 1/2" / 12"6 1/2" / 12"
6 1/2" / 12"
6 1/2" / 12"
1'
-
0
"
O.H.C.
O.
H
.
C
.
DW
RANGE
SINK
RE
F
O.H.C.
2' - 3"
1/2"
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
14' - 6"
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
3'
-
0
"
1/
2
"
2'
-
3
"
13
'
-
5
1
/
2
"
1'
-
0
"
1'
-
1
"
2'
-
1
"
1 1/2"
1' - 6"1' - 3"3' - 0"2' - 0"1"
1 1/2"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
8' - 1"
3'
-
4
"
A201
5
7
6 A201
8
9
MW HOOD
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
O.H.C.O.H.C.
LAZY SUSAN W/
DOOR ATTACHED
OP
T
.
FP
LIVING
ROOM
29
2
9
T
R
S
M
29
2
9
T
R
S
M
2'
-
7
"
2'
-
2
"
5'
-
0
"
2'
-
2
"
2' - 0"
12" TRAY CLG.
PANTRY
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
9' - 2 1/2"
1'
-
0
"
1'
-
1
"
2'
-
1
"
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
8'
-
2
"
RANGE
SINK
RE
F
DW
1 1/2"1' - 6"1' - 3"3' - 0"2' - 0"1"1 1/2"
8' - 1"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
MW HOODO.H.C.O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
3'
-
4
"
3' - 0"
1' - 6"1' - 6"
1'
-
1
0
1
/
2
"
1/2"5' - 0"1/2"
5' - 1"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
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E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
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-
5
3
3
5
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c
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PR
O
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T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
CA
R
M
E
L
E
S
T
A
T
E
P
L
A
N
V
1
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR- 1500 FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 KITCHEN - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 CARMEL KITCHEN
SCALE: 1/4" = 1'-0"6 CARMEL BATH
SCALE: 1/4" = 1'-0"7 CARMEL MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
UPPER LEVEL PLT HT
18' -2 7/8"
T5
CONCRETE SLOPE TO GRADE
UPPER FLOOR
10' -1 3/4"
L1
8'
-
1
1
/
8
"
1'
-
0
5
/
8
"
9'
-
1
1
/
8
"
UPPER WIN. H.H.
16' -9 3/4"
T1
M2
M1
T2
6'
-
8
"
T5T5
L1
8'
-
1
1
/
8
"
1'
-
0
5
/
8
"
9'
-
1
1
/
8
"
T1
M2
M1
T2
6'
-
8
"
10' - 0"
F1
M2
C1
T5
+12"
+0"
F1
T4
T6
T4
B1
T4
T7
2535 FXD
2953 CSMT
2935 FXD
M1
2535 FXD
T6
F1
T7
1'
-
6
"
4'
-
0
"
S4
B1
S4
B1T7
S4
B1
M2
S2S2
T6
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
T2
F1
T5
T2
F1 S1
C1
M1
M2
S1
T1
T5
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
L1
C1
F1
M1
M2 MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"
B.O.F.
-4' -0"
T1
S1 HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
M2
M1
R1
F1
M1
F1
F1C1
M2
FIREPLACE OPTION B
TRANSOM WINDOWS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
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E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
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X
:
(
5
1
5
)
9
6
5
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5
3
3
5
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PR
O
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:
DATE:
DR
A
W
N
B
Y
:
CH
K
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D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
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:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
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D
U
L
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12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
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N
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R
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T
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D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
CA
R
M
E
L
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S
T
A
T
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P
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A
N
V
1
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B1 DECORATIVE BRACKET - FYPON CRAFTSMAN BRACKET BKT04X12X16RI
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S2 (STUCCO PANEL) HARDIE PANEL
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T6 5/4 X 7" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
B.O.F.
-4' -0"
9'
-
9
1
/
8
"
3'
-
4
"
8"
8'
-
1
1
/
4
"
2"
11
7
/
8
"
8'
-
3
1
/
4
"
4"
2"
SIMPSON POST STANDOFF
6X6 TRTD TIMBER POST
BLOCKING AS REQ'D
PAINTED COLUMN TRIM
STONE CAP
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
ALUMINUM FASCIA &
SOFFIT ON 2X4
LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MW HOOD
RANGE
PANTRY
3' - 3"2' - 8 1/2"3' - 3"
9' - 2 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"
9' - 2 1/2"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"
2' - 6"2' - 6"
3' - 0"1"2' - 6"2' - 6"
6'
-
0
"
1'
-
6
"
7'
-
6
"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
PANTRY
REF
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"2' - 0"3' - 0"1' - 3"1' - 6"
7' - 10"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
DW
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 3"3' - 0"
12' - 2 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
2' - 6"3' - 3"2' - 8 1/2"3' - 3"
11' - 8 1/2"
MW HOOD
RANGE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"3' - 0"1"2' - 6"2' - 6"2' - 6"
10' - 8"
1'
-
6
"
6'
-
0
"
7'
-
6
"
1"3' - 0"1"2' - 6"2' - 6"3' - 0"
11' - 2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
REF
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1/2"5' - 0"1/2"
5' - 1"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
3' - 0"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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c
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PR
O
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E
C
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:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
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:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A201
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
CA
R
M
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L
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P
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V
1
DE
T
A
I
L
S
ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
1 GUEST BEDROOM 133 SF CARPET
2 BATH 53 SF LVT
3 MASTER BEDROOM 149 SF CARPET
4 MUD/LAUN. 87 SF LVP
5 TWO CAR GARAGE 522 SF CONCRETE
6 M. BA 92 SF LVT
7 M. CLOSET 53 SF CARPET
10 PANTRY 21 SF LVP
11 GUEST CLOSET 26 SF CARPET
13 LOFT 369 SF
14 FOYER 120 SF LVP
16 MECH. 56 SF CONCRETE
17 DINING 200 SF LVP
18 LIVING ROOM 262 SF LVP
20 KITCHEN 175 SF LVP
21 CL 6 SF LVP
22 LIN. CLO. 5 SF LVT
NOTE: AREA'S ARE PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FLOOR AREA'S PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE DOOR SCHEDULE
Type To Room: Name
Door
CommentsWidth Height
2/10 X 6/8 BATH 2' - 10" 6' - 8"
1/4 x 6/8 BATH 1' - 4" 6' - 8"
3/0 x 6/8 DINING 3' - 0" 6' - 8"
36" x 80" DINING 3' - 0" 6' - 8"
3/0 X 6/8 FOYER 3' - 0" 6' - 8"
2/10 X 6/8 FOYER 2' - 10" 6' - 8"
2/0 x 6/8 FOYER 2' - 0" 6' - 8"
2/10 X 6/8 GUEST BEDROOM 2' - 10" 6' - 8"
3/0 x 6/8 KITCHEN 3' - 0" 6' - 8"
2/8 x 6/8 M. BA 2' - 8" 6' - 8"
Interior - Double
Sliding Glass
Shower Door
M. BA 5' - 0" 6' - 0"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 PCKT MUD/LAUN. 3' - 0" 6' - 8"
2/8 x 6/8 MUD/LAUN. 2' - 8" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
3/0 x 6/8 TWO CAR GARAGE 3' - 0" 6' - 8"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
WINDOW SCHEDULE
Level From Room: Name Type Comments
MAIN FLOOR 2929 TRSM
MAIN FLOOR 2959 CSMT E
MAIN FLOOR 2959 CSMT E
MAIN FLOOR DINING 5359 FXD
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR DINING 2929 TRSM
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR LIVING ROOM 2929 TRSM
MAIN FLOOR LIVING ROOM 2929 TRSM
MAIN FLOOR M. BA 2935 CSMT E3
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MUD/LAUN. 2929 TRSM
MAIN FLOOR: 18
UPPER FLOOR 2935 CSMT E3 PORCH GABLE
UPPER FLOOR 2935 CSMT E3 GARAGE GABLE
UPPER FLOOR 2953 CSMT E GARAGE GABLE
UPPER FLOOR TWO CAR GARAGE 2935 CSMT E3 GARAGE GABLE
UPPER FLOOR: 4
Grand total: 22
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
SCALE: 1/2" = 1'-0"4 TYP. COLUMN
SCALE: 1/2" = 1'-0"1 WALL SECTION
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"8 KITCHEN OPTION B - ELEVATION 1
SCALE: 1/4" = 1'-0"9 KITCHEN OPTION B - ELEVATION 2
SCALE: 1/4" = 1'-0"11 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"10 BATH ELEVATION
SCALE: 1" = 1'-0"12 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
CARMEL ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
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A0
19-137.2
3-18-2021
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1620 SF
MAIN FLOOR GARAGE 557 SF
Grand total: 2 2177 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D., VERIFY W/ GRADE
4'
-
0
"
8"
6"
3'
-
0
"
8"
8"8"
1' - 4"1' - 4"
W1
6"
1' - 4"
3'
-
6
"
8"
CF 16
10
"
1' - 4"
W4
6"
3'
-
6
"
8"
8"
1' - 4"MA
I
N
T
A
I
N
4
2
"
M
I
N
.
F
R
O
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T
PR
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I
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N
A
T
A
L
L
T
I
M
E
S
2' - 10"16' - 4"1' - 4"20' - 6"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION DOWN AS
GRADE REQUIRES. MAINTAIN 42"
MINIMUM FROST PROTECTION ON ALL
FOOTINGS
NOTE:
BACKFILL ALL EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH SAND OR
OTHER COMPACTIBLE MATERIAL
STOOP
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
41' - 0"
W2 W1
W1
W1
W1
W1
W1
W1
W1
W1
3'
-
0
"
25
'
-
4
"
29
'
-
0
"
5'
-
8
"
63
'
-
0
"
9' - 0"17' - 0"15' - 0"
41' - 0"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
W4
W4
W4
W4
W4
W2
W2
W3
W1
W1
8"
39' - 8"
8"
8"20' - 8"
8"
5' - 8"12' - 8"8"
8'
-
0
"
2'
-
0
"
44
'
-
6
"
8'
-
6
"
63
'
-
0
"
10"
2' - 10"16' - 4"2' - 10"
W1
W1
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL STOOP SLAB TO FOUNDATION
ELEVATION
CHANGE
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A100
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
CA
R
M
E
L
E
S
T
A
T
E
P
L
A
N
V
2
FO
U
N
D
A
T
I
O
N
P
L
A
N
SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
4
A201
22' - 0"5' - 0"14' - 0"
34
'
-
4
"
5'
-
4
1
/
2
"
4'
-
3
"
11
'
-
0
1
/
2
"
3' - 0"16' - 0"3' - 0"2' - 6"2' - 6"7' - 3 1/8"6' - 8 7/8"
W
W.C.
COVERED PORCH
R/S
R/
S
R/S
MUD/LAUN.
MASTER
BEDROOM
BATH
GUEST
BEDROOM
TWO
CAR
GARAGE
41' - 0"
M. BA
M.
CLOSET
LOCKERS
W.C.
3/0 x 6/8 PCKT
2/
8
x
6
/
8
2/
8
x
6
/
8
2/8 x 6/8
3/
0
x
6
/
8
2/10 X 6/8
2/
1
0
X
6
/
8
3/
0
X
6
/
8
9' - 0"17' - 0"15' - 0"
41' - 0"
3'
-
0
"
25
'
-
4
"
5'
-
8
1
/
2
"
2'
-
1
"
8'
-
8
"
6'
-
0
1
/
2
"
6'
-
6
"
5'
-
8
"
63
'
-
0
"
PANTRY
3/0 x 6/8 DBL
FOYER
GUEST
CLOSET
COVERED
PORCH
PLUMBING WALL
AS REQ'D FOR W/D
HOOKUPS
29
3
5
C
S
M
T
29
5
9
C
S
M
T
2959 CSMT
1'
-
1
0
"
4'
-
8
"
2'
-
1
0
"
2'
-
1
0
"
6"3' - 3"3' - 3"5' - 3 1/2"9' - 3 1/2"3' - 11"15' - 0"6"
R/S
2' - 10"11' - 4"2' - 10"2' - 8"6' - 8"5' - 8"
6'
-
1
1
/
4
"
5'
-
8
"
2'
-
1
0
"
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
G.T.A.
EX
.
G
R
A
D
E
L
V
L
B
M
A
B
O
V
E
32
X
6
0
TU
B
/
S
H
W
R
(2) 1 3/4 X 11 7/8 LVL HEADER
ATTIC
ACCESS
ABOVE
ROOF TRUSS ABV.
@ 24" O.C.
ROOF TRUSS ABV.
@ 24" O.C.
EX. GRADE
LVL BM ABOVE
11
7
/
8
"
F
L
O
O
R
J
O
I
S
T
S
SP
A
C
E
P
E
R
M
F
G
R
2/
1
0
X
6
/
8
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
MECH.
3/0 x 6/8 FLOOR
DRAIN
14' - 6 1/2"2' - 0"
2'
-
0
"
2'
-
0
"
2959 CSMT3-
DINING
LIVING
ROOM
KITCHEN
3' - 3"5' - 5 1/2"
6' - 6"2' - 5"12' - 7"18' - 6"6"
6"12' - 9 1/2"8' - 4 1/2"
20' - 11 1/2"6"5' - 3"2' - 6 1/2"3' - 10 1/2"6' - 10 1/2"6"
2'
-
0
"
10
'
-
6
1
/
2
"
3'
-
7
"
7'
-
2
1
/
2
"
2'
-
0
"
6"
8'
-
6
1
/
2
"
4'
-
3
"
2'
-
4
1
/
2
"
3'
-
0
"
6'
-
1
0
1
/
2
"
5'
-
3
1
/
2
"
8'
-
6
1
/
2
"
7'
-
4
"
25
'
-
3
1
/
2
"
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN INTENT ONLY. DUE TO
CONSTRUCTION MEANS, METHODS AND TOLERANCES, ROOM SIZES ARE SUBJECT
TO CHANGE WITHOUT NOTICE.
BEAR TRUSSES ON
HOUSE/GARAGE WALL
NICHE
HB
FUR WALL OUT W/
1/2" FURRING STRIPS
12" TRAY CLG.
12" TRAY CLG.
OPTIONAL 12" TRAY
OPTIONAL
POCKET DOOR
OPTIONAL
POCKET
DOOR
FURNWH
HB
2
A201
Sim
3
A201
Sim
55
'
-
0
"
R/
S
2/
0
x
6
/
8
1/4 X 6/8
2'
-
6
"
3'
-
6
"
5'
-
4
"
8
1
/
2
"
DW
SINK
A101
3
O.H.C.
O.
H
.
C
.
RANGE
RE
F
O.H.C.
29
2
9
T
R
S
M
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
2-
3/
0
X
6
/
8
3/0 x 6/8 2'
-
0
"
2' - 0"2' - 0"
2'
-
0
"
2' - 0"
2' - 0"
2'
-
0
"
2959 CSMT
2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
1 3 5 .0 0 °
CL
LIN.
CLO.
29
2
9
T
R
S
M
FULL HT.
WALL
A101
4
12
'
-
5
3
/
4
"
7'
-
3
"
25
'
-
4
"
LAV.
LAV.LAV.
MW HOOD
(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
H
D
R
(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
H
D
R
A201
5
7
6
A201
11
A201
10
D
RI
D
G
E
RI
D
G
E
RI
D
G
E
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
9:12 SLOPE SIDE TO SIDE***
5:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
RI
D
G
E
OVERFRAMING AS REQ'D
(TYPICAL SEE
ELEVATIONS)
8"
/
1
2
"
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
6 1/2" / 12"6 1/2" / 12"
6 1/2" / 12"
6 1/2" / 12"
1'
-
0
"
O.H.C.
O.
H
.
C
.
DW
RANGE
SINK
RE
F
O.H.C.
2' - 3"
1/2"
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
14' - 3"
1'
-
0
"
1'
-
1
"
2'
-
1
"
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
3'
-
0
"
1/
2
"
2'
-
3
"
13
'
-
5
1
/
2
"
1 1/2"
1' - 6"1' - 3"3' - 0"2' - 0"1"1 1/2"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
3'
-
4
"
8' - 1"
MW HOOD
A201
5
7
6 A201
8
9
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.O.H.C.O.H.C.
LAZY SUSAN W/
DOOR ATTACHED
29
2
9
T
R
S
M
29
2
9
T
R
S
M
OP
T
.
FP
LIVING
ROOM
2'
-
7
"
2'
-
2
"
5'
-
0
"
2'
-
2
"
2' - 0"
12" TRAY CLG.
DW
SINK
RANGE
RE
F
MW HOOD
PANTRY
KITCHEN
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
8' - 11 1/2"
1'
-
0
"
1'
-
1
"
2'
-
1
"
1 1/2"1' - 6"1' - 3"3' - 0"2' - 0"
1"
1 1/2"
8' - 1"
1"
3'
-
0
"
1"
2'
-
6
"
2'
-
6
"
8'
-
2
"
O.H.C.O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
3'
-
4
"
3/
4
"
2'
-
0
"
1'
-
3
1
/
4
"
1/2"5' - 0"1/2"
5' - 1"
1'
-
1
0
1
/
2
"
3' - 0"
1' - 6"1' - 6"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
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a
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c
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c
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.
c
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PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
CA
R
M
E
L
E
S
T
A
T
E
P
L
A
N
V
2
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR- 1500 FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 KITCHEN - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 CARMEL KITCHEN
SCALE: 1/4" = 1'-0"6 CARMEL MASTER BATH
SCALE: 1/4" = 1'-0"7 CARMEL BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
UPPER LEVEL PLT HT
18' -2 7/8"
T5
CONCRETE SLOPE TO GRADE
UPPER FLOOR
10' -1 3/4"
L1
8'
-
1
1
/
8
"
1'
-
0
5
/
8
"
9'
-
1
1
/
8
"
UPPER WIN. H.H.
16' -9 3/4"
T1
M2
M1
T2
6'
-
8
"
T5T5
L1
8'
-
1
1
/
8
"
1'
-
0
5
/
8
"
9'
-
1
1
/
8
"
T1
M2
M1
T2
6'
-
8
"
10' - 0"
F1
M2
C1
T5
+12"
+0"
F1
T4
T6
T4
B1
T4
T7
2535 FXD
2953 CSMT
2935 FXD
M1
2535 FXD
T6
F1
T7
1'
-
6
"
4'
-
0
"
S4
B1
S4
B1T7
S4
B1
M2
S2S2
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
T2
F1
T5
F1
S1T2
C1
M1
S1
T1
T5
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
L1
C1
F1
M1
M2 MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"
B.O.F.
-4' -0"
T1
S1 HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
M2
M1
R1
F1
M1
F1
F1C1
M2
FIREPLACE OPTION B
TRANSOM WINDOWS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
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a
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c
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c
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PR
O
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C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
CA
R
M
E
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SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B1 DECORATIVE BRACKET - FYPON CRAFTSMAN BRACKET BKT04X12X16RI
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S2 (STUCCO PANEL) HARDIE PANEL
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T6 5/4 X 7" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
B.O.F.
-4' -0"
9'
-
9
1
/
8
"
3'
-
4
"
8"
8'
-
1
1
/
4
"
2"
11
7
/
8
"
8'
-
3
1
/
4
"
4"
2"
SIMPSON POST STANDOFF
6X6 TRTD TIMBER POST
BLOCKING AS REQ'D
PAINTED COLUMN TRIM
STONE CAP
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
ALUMINUM FASCIA &
SOFFIT ON 2X4
LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
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PL
A
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MAIN FLOOR
12
"
E
N
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R
G
Y
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L
M
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T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MW HOOD
RANGE
3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
8' - 11 1/2"
3' - 3"2' - 8 1/2"3' - 0"
8' - 11 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
PANTRY
REF
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
1"3' - 0"1"2' - 6"2' - 6"
8' - 2"
1'
-
6
"
6'
-
0
"
7'
-
6
"
1"3' - 0"1"2' - 6"2' - 6"
8' - 2"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
DW
1"2' - 0"3' - 0"1' - 3"1' - 6"
7' - 10"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MW HOOD
RANGE
3' - 0"3' - 3"
1 1/4"
2' - 6"
1 1/4"
3' - 0"
11' - 11 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
2' - 6"3' - 3"2' - 8 1/2"3' - 0"
11' - 5 1/2"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
REF
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
1"3' - 0"1"2' - 6"2' - 6"3' - 0"
11' - 2"
6'
-
0
"
1'
-
6
"
7'
-
6
"
1"3' - 0"1"2' - 6"2' - 6"2' - 6"
10' - 8"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1/2"5' - 0"1/2"
5' - 1"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
3' - 0"
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A201
19-137.2
3-18-2021
MS
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ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
1 GUEST BEDROOM 133 SF CARPET
2 BATH 53 SF LVT
3 MASTER BEDROOM 193 SF CARPET
4 MUD/LAUN. 87 SF LVP
5 TWO CAR GARAGE 522 SF CONCRETE
6 M. BA 92 SF LVT
7 M. CLOSET 53 SF CARPET
10 PANTRY 21 SF LVP
11 GUEST CLOSET 26 SF CARPET
13 LOFT 369 SF
14 FOYER 120 SF LVP
16 MECH. 56 SF CONCRETE
17 DINING 193 SF LVP
18 LIVING ROOM 262 SF LVP
20 KITCHEN 173 SF LVP
21 CL 6 SF LVP
22 LIN. CLO. 5 SF LVT
NOTE: AREA'S ARE PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FLOOR AREA'S PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE DOOR SCHEDULE
Type To Room: Name
Door
CommentsWidth Height
2/10 X 6/8 BATH 2' - 10" 6' - 8"
1/4 x 6/8 BATH 1' - 4" 6' - 8"
36" x 80" DINING 3' - 0" 6' - 8"
3/0 X 6/8 FOYER 3' - 0" 6' - 8"
2/10 X 6/8 FOYER 2' - 10" 6' - 8"
2/0 x 6/8 FOYER 2' - 0" 6' - 8"
2/10 X 6/8 GUEST BEDROOM 2' - 10" 6' - 8"
3/0 x 6/8 KITCHEN 3' - 0" 6' - 8"
2/8 x 6/8 M. BA 2' - 8" 6' - 8"
Interior - Double
Sliding Glass
Shower Door
M. BA 5' - 0" 6' - 0"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 PCKT MUD/LAUN. 3' - 0" 6' - 8"
2/8 x 6/8 MUD/LAUN. 2' - 8" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
3/0 x 6/8 TWO CAR GARAGE 3' - 0" 6' - 8"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
WINDOW SCHEDULE
Level From Room: Name Type Comments
MAIN FLOOR 2929 TRSM
MAIN FLOOR 2959 CSMT E
MAIN FLOOR 2959 CSMT E
MAIN FLOOR DINING 2929 TRSM
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR LIVING ROOM 2929 TRSM
MAIN FLOOR LIVING ROOM 2929 TRSM
MAIN FLOOR M. BA 2935 CSMT E3
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MUD/LAUN. 2929 TRSM
MAIN FLOOR: 17
UPPER FLOOR 2935 CSMT E3 PORCH GABLE
UPPER FLOOR 2935 CSMT E3 GARAGE GABLE
UPPER FLOOR 2953 CSMT E GARAGE GABLE
UPPER FLOOR TWO CAR GARAGE 2935 CSMT E3 GARAGE GABLE
UPPER FLOOR: 4
Grand total: 21
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
SCALE: 1/2" = 1'-0"4 TYP. COLUMN
SCALE: 1/2" = 1'-0"1 WALL SECTION
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"8 KITCHEN OPTION B - ELEVATION 1
SCALE: 1/4" = 1'-0"9 KITCHEN OPTION B - ELEVATION 2
SCALE: 1/4" = 1'-0"11 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"10 BATH ELEVATION
SCALE: 1" = 1'-0"12 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross -bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir -Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
MENDOCINO ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
0
5
N
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A
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2
3
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(
5
1
5
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9
6
5
-
5
3
3
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(
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A0
19-137.2
3-18-2021
MS
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1989 SF
MAIN FLOOR GARAGE 502 SF
Grand total: 2 2491 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL
ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
W1
DROP T.O.F. @ O.H.D.- VERIFY W/ GRADE
4'
-
0
"
8"
4'
-
0
"
8"
1'
-
0
"
3'
-
0
"
8"
8"8"
1' - 4"1' - 4"
1' - 4"
CF16
1' - 4"
10
"
W4
6"
3'
-
6
"
8"
8"
1' - 4"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
PATIO
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
2' - 10"16' - 4"2' - 10"
16' - 0"14' - 4"11' - 8"
42' - 0"
46
'
-
8
"
22
'
-
0
"
2'
-
0
"
2'
-
0
"
72
'
-
8
"
7'
-
8
"
11
'
-
4
"
38
'
-
8
"
15
'
-
0
"
72
'
-
8
"
22' - 0"20' - 0"
42' - 0"
W4
W4
W4
W1
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W2
W2
29' - 0"
12
'
-
4
"
2'
-
0
"
22' - 0"18' - 8"
2'
-
4
"
8'
-
4
"
45.00°
45.00°
W3
4' - 0"4' - 4"
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL
STOOP SLAB
TO
FOUNDATION
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
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A100
19-137.2
3-18-2021
MS
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
DW
DW
A2004
A200
A200
A200
2
3
1
3' - 0"16' - 0"3' - 0"11' - 0"9' - 0"
42' - 0"
BEDROOM
1
BEDROOM
2
LIVING
ROOM
KITCHEN
MASTER
BEDROOM
M. BATH
PANTRY
3/
0
X
6
/
8
BA
R
N
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O
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LAUNDRY
M.
CLOSET
BATH
FOYER
MUD
COVERED PORCH
OPTIONAL PATIO
DINING
R/
S
72
'
-
8
"
5' - 6"5' - 6"6' - 9"2' - 3"
2'
-
0
"
13
'
-
0
"
38
'
-
8
"
11
'
-
4
"
7'
-
8
"
72
'
-
8
"
TWO
CAR
GARAGE
CLOSET
2
3/0 x 6/8
2/
1
0
x
6
/
8
W.
C
.
2/6 x 6/8
3/0 x 6/8
2/
1
0
x
6
/
8
2/10 x 6/8
2/10 x 6/8
2/
1
0
x
6
/
8
2/10 x 6/8 PCKT 3/
0
x
6
/
8
72
8
2
S
L
D
R
5359 FXD
2959 CSMT
29
2
9
T
R
S
M
29
2
9
T
R
S
M
8' - 0"8' - 0"6' - 9 1/2"7' - 6 1/2"6' - 8"5' - 0"
16' - 0"14' - 4"11' - 8"
5359 FXD2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
29
2
9
T
R
S
M
2935 CSMT
2959 CSMT3-
16/0 X 8/0 O.H.D.
W.C.
O.H.C.
O.
H
.
C
.
O.
H
.
C
.
42' - 0"
2'
-
6
"
5'
-
2
"
4'
-
9
"
6'
-
7
"
15
'
-
9
"
6"
22
'
-
0
"
9'
-
4
"
10
'
-
0
"
5'
-
2
"
2'
-
5
1
/
2
"
4'
-
4
1
/
2
"
14
'
-
4
"
6"
6"
11
'
-
7
"
4'
-
1
0
1
/
2
"
2'
-
0
1
/
2
"
4'
-
4
"
1'
-
2
"
9'
-
1
0
"
16
'
-
1
0
"
6"
10
'
-
1
0
"
6"
6/
0
x
6
/
8
GIRDER TRUSS ABOVE
6"21' - 6"6"2' - 9 1/2"4' - 11"5' - 6"
5' - 9 1/2"
6"
6"
7' - 6"5' - 4"2' - 2"9' - 6"5' - 2 1/2"11' - 3 1/2"6"
6"
6' - 5 1/2"4' - 2"4' - 4 1/2"
5 1/2"
13' - 10 1/2"
6"
4'
-
0
"
22
'
-
0
"
46
'
-
8
"
2'
-
6
"
10
'
-
4
"
4'
-
7
"
7'
-
3
1
/
2
"
14
'
-
1
1
/
2
"
7'
-
4
"
6"
EQ
EQ
NICHE
PLUMB WALL AS REQ'D
VA
U
L
T
E
D
VA
U
L
T
E
D
GIRDER TRUSS ABOVE
R/
S
R/
S
R/
S
32X60
TUB/SHWR
3/
0
x
6
/
8
W
2/
1
0
X
6
/
8
OP
E
N
I
N
G
RE
F
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN
PURPOSES ONLY. DUE TO CONSTRUCTION MEANS,
METHODS AND TOLERANCES, ROOM SIZES ARE SUBECT
TO CHANGE WITHOUT NOTICE.
6"10' - 0"6"
7'
-
1
1
1
/
2
"
6'
-
7
"
12
'
-
5
"
11
'
-
0
1
/
2
"
6"
PEAK HT = 11'-2"
RA
N
G
E
2' - 0"
HB
HB
OPTIONAL 12" TRAY
12" TRAY CLG.
12" TRAY CLG.
COVERED
PORCH
FURN
WH
22' - 0"20' - 0"
OPTIONAL
POCKET
DOOR
POCKET DOOR
2
A201
Sim
3
A201
Sim
29
1
7
F
X
D
29
1
7
F
X
D
8'
-
6
"
H
.
H
.
8'
-
6
"
H
.
H
.
SHELVES
O.
H
.
C
.
GL
A
S
S
5' - 1 0 "
1' - 0 "
1' - 0"
2/10 x 6/8
A101
3
6"7' - 6"2' - 6 1/2"4' - 11 1/2"9' - 6"5' - 2 1/2"11' - 3 1/2"6"
2/
6
x
6
/
8
2959 CSMT2-
29
4
7
C
S
M
T
2-
3/
6
X
6
/
8
OP
E
N
I
N
G
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
LO
C
K
E
R
S
4'
-
1
0
"
9'
-
2
1
/
2
"
2/6 x 6/8
3/
0
x
6
/
8
F.D.
MECH
ATTIC
ACCESS
ABOVE
135.00°
CLOSET
1
5' - 8"1' - 8 3/4"
2/6 x 6/8
2'
-
0
"
2' - 0"2' - 0"
2'
-
0
"
CL 1
CL 2
A101
4
8'
-
1
1
"
14
'
-
0
"
29
5
9
C
S
M
T
53
5
9
F
X
D
29
5
9
C
S
M
T
A2014
5
SI
N
K
6
A201 9
A2018
A201
MW
H
O
O
D
MA
K
E
U
P
A20110
LA
V
LA
V
.
L
A
V
.
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
O.
H
.
C
.
(2) 1 3/4x11 7/8 LVL HDR
D
8'
-
4
"
3' - 4"
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
10:12 SLOPE SIDE TO SIDE***
6:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
3"
/
1
2
"
10" / 12"10" / 12"
1' - 6"1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
2'
-
0
"
2'
-
0
"
1' - 6"
1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
RIDGE
SLOPE CHANGE
VALLEY V
A
L
L
E
Y
RI
D
G
E
RI
D
G
E
RI
D
G
E
VALLEYV
A
L
L
E
Y
10" / 12"
10" / 12"
8"10' - 8"8"
1'
-
6
"
DR
O
P
Z
O
N
E
O.
H
.
C
.
LO
C
K
E
R
S
RA
N
G
E
3/
0
X
6
/
8
BA
R
N
D
O
O
R
PANTRY
2/
1
0
x
6
/
8
2/4 x 6/8
3/
0
x
6
/
8
MUD
3/0 x 6/8
A2017
SI
M
VA
U
L
T
E
D
VA
U
L
T
E
D
11'-2" PEAK
OP
T
.
FP
29
5
9
C
S
M
T
29
5
9
C
S
M
T
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
5'
-
4
"
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
2959 CSMT2-
LIVING
ROOM
A2014
5
6A201
RE
F
RA
N
G
E
12
'
-
1
"
3' - 3"3' - 0"3' - 3"
9' - 6"
1'
-
1
"
1'
-
0
"
2'
-
1
"
1"
1"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1'
-
6
"
1"
1"
8'
-
4
"
O.H.C.
MW
HO
O
D
SI
N
K
2'
-
6
"
2'
-
6
"
1'
-
6
"
1'
-
3
"
1'
-
3
"
1/
2
"
3'
-
0
"
1/
2
"
O.H.C. O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
O.
H
.
C
.
3' - 4"
3/4"2' - 0"1' - 3 1/4"
1'
-
6
"
1'
-
6
"
3'
-
0
"
1' - 10 1/2"
1' - 10 1/2"
1"
4'
-
0
"
3'
-
3
1
/
2
"
4'
-
0
"
1"
11
'
-
5
1
/
2
"
1' - 10 1/2"
1' - 10 1/2"
MA
K
E
U
P
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
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m
p
r
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n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
ME
N
D
O
C
I
N
O
E
S
T
A
T
E
V
1
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR PLAN SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 MUD/PANTRY - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 MENDOCINO KITCHEN
SCALE: 1/4" = 1'-0"6 MENDOCINO BATH
SCALE: 1/4" = 1'-0"7 MENDOCINO MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
C1
M1
M2
S3
S1
2925 TRSM3-
2929 TRSM
EQ EQ
DORMER PLATE HT.
13'-4"
B3
B2
T4
T5
L1
T1
T7
B3
T7
CONCRETE - SLOPE TO GRADE
R1
T1
R1
T4
S3
F1
B3
M2
M1
T2
S1
T5
F1
R1
F1
S1
T1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T5
C1
S1
F1
R1
F1
T1
S1
S3
B3
M1
M2
L1
T2T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
R1
C1
T1
M1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T1
R1
F1
FIREPLACE OPTION B
WINDOW LOCATIONS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
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a
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c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
ME
N
D
O
C
I
N
O
E
S
T
A
T
E
V
1
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B2 COLUMN BRACKET - 1'-7" WIDE X 2-7" HIGH
B3 DECORATIVE BRACKET - FYPON BKT25X27
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
3/8" VENTED ALUMINUM
SOFFIT & FASCIA ON
2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6 1/2"1' - 6"1' - 3"1' - 3"3' - 0 1/2"
12' - 1"
2' - 6"2' - 6"1' - 6"1' - 3"1' - 3"
1/2"
3' - 0"1/2"
12' - 1"
1'
-
6
"
6'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 3"3' - 0"3' - 3"
9' - 6"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
3' - 3"3' - 0"3' - 3"
9' - 6"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"2' - 0"3' - 0"1' - 6"1' - 6"1"
8' - 2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
DW
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
PANTRY
1' - 9"2' - 6 1/2"1' - 6"
5' - 9 1/2"
6'
-
0
"
1'
-
6
"
7'
-
6
"
1' - 9"2' - 6"1' - 6"3' - 0"
8' - 9"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"4' - 0"3' - 3 1/2"4' - 0"1"
11' - 5 1/2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAKEUP
2'
-
4
1
/
2
"
1
1
/
2
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 0"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
4'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6"
5' - 0"
W/D
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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a
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c
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i
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e
c
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s
.
c
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m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A201
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
ME
N
D
O
C
I
N
O
E
S
T
A
T
E
V
1
DE
T
A
I
L
S
WINDOW SCHEDULE
From Room: Name Type Comments
BATH 2935 CSMT E3
DINING 2959 CSMT E
DINING 5359 FXD
DINING 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
2925 TRSM GABLE
2925 TRSM GABLE
2925 TRSM GABLE
2929 TRSM GABLE
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 5359 FXD
MASTER BEDROOM 2959 CSMT E
LAUNDRY 2929 TRSM
MASTER BEDROOM 2929 TRSM
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2929 TRSM
DINING 2959 CSMT E
M. BATH 2917 FXD
2917 FXD
LIVING ROOM 2959 CSMT E
LIVING ROOM 2959 CSMT E
2959 CSMT E
BEDROOM 2 2947 CSMT E
BEDROOM 2 2947 CSMT E
LIVING ROOM 2959 CSMT E
LIVING ROOM 2959 CSMT E
5359 FXD
LIVING ROOM 2959 CSMT E
Grand total: 30
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES
ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR
TO BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED
WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION.
DOOR SCHEDULE
Level Type To Room: Name
Door
CommentsWidth Height Material Finish
MAIN FLOOR 3/0 x 6/8 Sliding
Door
3' - 0" 6' - 8"
MAIN FLOOR 2/4 x 6/8 2' - 4" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BEDROOM 1 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 BEDROOM 2 3' - 0" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 1 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 2 2' - 6" 6' - 8"
MAIN FLOOR 7282 SLDR DINING 6' - 0" 6' - 10"
MAIN FLOOR 3/0 x 6/8 FOYER 3' - 0" 6' - 8"
MAIN FLOOR 6/0 x 6/8 FOYER 6' - 0" 6' - 8"
MAIN FLOOR 2/10 x 6/8 LAUNDRY 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 PCKT 2 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. CLOSET 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MECH 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MUD 3' - 0" 6' - 8"
MAIN FLOOR 34" x 80" MUD 0" 0"
MAIN FLOOR 2/6 x 6/8 MUD 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 PANTRY 2' - 6" 6' - 8"
T.O.F. 16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO
BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION.
ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
35 BEDROOM 1 110 SF CARPET
36 BEDROOM 2 118 SF CARPET
37 LIVING ROOM 195 SF LVP
38 KITCHEN 277 SF LVP
39 MASTER BEDROOM 215 SF CARPET
40 M. BATH 136 SF LVT
41 PANTRY 23 SF LVP
42 LAUNDRY 67 SF LVP
43 M. CLOSET 72 SF CARPET
45 BATH 50 SF LVT
46 FOYER 133 SF LVP
47 MUD 89 SF LVP
48 DINING 158 SF LVP
49 TWO CAR GARAGE 463 SF CONCRETE
50 CLOSET 2 20 SF CARPET
51 MECH 71 SF CONCRETE
52 CLOSET 1 21 SF CARPET
53 CL 1 18 SF LVP
54 CL 2 10 SF LVP
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO
BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION.
SCALE: 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"4 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"6 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"7 KITCHEN ELEVATION - OPTION B
SCALE: 1/4" = 1'-0"8 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"9 BATH ELEVATION
SCALE: 1/4" = 1'-0"10 LAUNDRY ELEVATION
SCALE: 1" = 1'-0"11 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross -bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir -Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
MENDOCINO ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
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A0
19-137.2
3-18-2021
MS
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 2010 SF
MAIN FLOOR GARAGE 547 SF
Grand total: 2 2557 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL
ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
W1
DROP T.O.F. @ O.H.D.- VERIFY W/ GRADE
4'
-
0
"
8"
4'
-
0
"
8"
1'
-
0
"
3'
-
0
"
8"
8"8"
1' - 4"1' - 4"
1' - 4"
CF16
1' - 4"
10
"
W4
6"
3'
-
6
"
8"
8"
1' - 4"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
PATIO
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
2' - 10"16' - 4"2' - 10"
16' - 0"14' - 4"11' - 8"
42' - 0"
46
'
-
8
"
24
'
-
0
"
2'
-
0
"
2'
-
0
"
74
'
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8
"
7'
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8
"
11
'
-
4
"
38
'
-
8
"
17
'
-
0
"
74
'
-
8
"
22' - 0"10' - 4"9' - 8"
42' - 0"
W4
W4
W4
W4
W1
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W2
W2
29' - 0"
14
'
-
4
"
2'
-
0
"
22' - 0"18' - 8"
2'
-
4
"
8'
-
4
"
45.00°
45.00°
W3
4' - 0"4' - 4"
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL
STOOP SLAB
TO
FOUNDATION
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
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11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A100
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
ME
N
D
O
C
I
N
O
E
S
T
A
T
E
V
2
FO
U
N
D
A
T
I
O
N
P
L
A
N
SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
7
"
DW
A2004
A200
A200
A200
2
3
1
3' - 0"16' - 0"3' - 0"11' - 0"9' - 0"
42' - 0"
BEDROOM
1
BEDROOM
2
LIVING
ROOM
KITCHEN
MASTER
BEDROOM
M. BATH
PANTRY
3/
0
X
6
/
8
BA
R
N
D
O
O
R
LAUNDRY
M.
CLOSET
BATH
FOYER
MUD
COVERED PORCH
OPTIONAL PATIO
DINING
R/
S
74
'
-
8
"
5' - 6"5' - 6"6' - 9"2' - 3"
2'
-
0
"
15
'
-
0
"
38
'
-
8
"
11
'
-
4
"
7'
-
8
"
74
'
-
8
"
TWO
CAR
GARAGE
CLOSET
2
3/0 x 6/8
2/10 x 6/8
W.
C
.
2/6 x 6/8
3/0 x 6/8
2/
1
0
x
6
/
8
2/10 x 6/8
2/10 x 6/8
2/
1
0
x
6
/
8
2/10 x 6/8 PCKT 3/
0
x
6
/
8
72
8
2
S
L
D
R
5359 FXD
2959 CSMT
29
2
9
T
R
S
M
29
2
9
T
R
S
M
8' - 0"8' - 0"6' - 9 1/2"7' - 6 1/2"6' - 8"5' - 0"
16' - 0"14' - 4"11' - 8"
5359 FXD2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
29
2
9
T
R
S
M
2935 CSMT
2959 CSMT3-
16/0 X 8/0 O.H.D.
W.C.
O.H.C.
O.
H
.
C
.
O.
H
.
C
.
42' - 0"
2'
-
6
"
5'
-
2
"
4'
-
9
"
6'
-
7
"
15
'
-
9
"
6"
24
'
-
0
"
9'
-
4
"
10
'
-
0
"
5'
-
2
"
2'
-
5
1
/
2
"
4'
-
4
1
/
2
"
14
'
-
4
"
6"
6"
13
'
-
7
"
4'
-
1
0
1
/
2
"
2'
-
0
1
/
2
"
4'
-
4
"
1'
-
2
"
9'
-
1
0
"
16
'
-
1
0
"
6"
10
'
-
1
0
"
6"
6/
0
x
6
/
8
GIRDER TRUSS ABOVE
6"21' - 6"6"2' - 9 1/2"4' - 11"5' - 6"
5' - 9 1/2"
6"
6"
7' - 6"5' - 4"2' - 2"9' - 6"5' - 2 1/2"11' - 3 1/2"6"
6"
6' - 5 1/2"4' - 2"4' - 4 1/2"
5 1/2"
13' - 10 1/2"
6"
4'
-
0
"
24
'
-
0
"
46
'
-
8
"
2'
-
6
"
10
'
-
4
"
4'
-
7
"
7'
-
3
1
/
2
"
14
'
-
1
1
/
2
"
7'
-
4
"
6"
EQ
EQ
NICHE
PLUMB WALL AS REQ'D
VA
U
L
T
E
D
VA
U
L
T
E
D
GIRDER TRUSS ABOVE
R/
S
R/
S
R/
S
32X60
TUB/SHWR
3/
0
x
6
/
8
DW
W
D
2/
1
0
X
6
/
8
OP
E
N
I
N
G
RE
F
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN
PURPOSES ONLY. DUE TO CONSTRUCTION MEANS,
METHODS AND TOLERANCES, ROOM SIZES ARE SUBECT
TO CHANGE WITHOUT NOTICE.
6"10' - 0"6"
7'
-
1
1
1
/
2
"
19
'
-
0
"
11
'
-
0
1
/
2
"
6"
PEAK HT = 11'-2"
RA
N
G
E
2' - 0"
HB
HB
OPTIONAL 12" TRAY
12" TRAY CLG.
12" TRAY CLG.
COVERED
PORCH
FURN
WH
22' - 0"20' - 0"
OPTIONAL
POCKET
DOOR
POCKET DOOR
2
A201
Sim
3
A201
Sim
29
1
7
F
X
D
29
1
7
F
X
D
8'
-
6
"
H
.
H
.
8'
-
6
"
H
.
H
.
SHELVES
O.
H
.
C
.
GL
A
S
S
5' - 1 0 "
1' - 0 "
1' - 0"
2/10 x 6/8
A101
3
6"7' - 6"2' - 6 1/2"4' - 11 1/2"9' - 6"5' - 2 1/2"11' - 3 1/2"6"
2/
6
x
6
/
8
2959 CSMT2-
29
4
7
C
S
M
T
2-
3/
6
X
6
/
8
OP
E
N
I
N
G
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
LO
C
K
E
R
S
4'
-
1
0
"
9'
-
2
1
/
2
"
2/6 x 6/8
3/
0
x
6
/
8
F.D.
MECH
ATTIC
ACCESS
ABOVE
135.00°
CLOSET
1
5' - 8"1' - 8 3/4"
2/6 x 6/8
2'
-
0
"
2' - 0"2' - 0"
2'
-
0
"
CL 2
CL 1
4"
29
5
9
C
S
M
T
53
5
9
F
X
D
29
5
9
C
S
M
T
8'
-
1
1
"
14
'
-
0
"
A101
4
A2018
A201 9
A2016
4
5A201
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
MA
K
E
U
P
LA
V
LA
V
.
L
A
V
.
O.
H
.
C
.
A20111
A101
6
3' - 4"
8'
-
4
"
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
10:12 SLOPE SIDE TO SIDE***
6:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
3"
/
1
2
"
10" / 12"10" / 12"
1' - 6"1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
2'
-
0
"
2'
-
0
"
2' - 0"
1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
RIDGE
SLOPE CHANGE
VALLEY V
A
L
L
E
Y
RI
D
G
E
RI
D
G
E
RI
D
G
E
VALLEYV
A
L
L
E
Y
10" / 12"
10" / 12"
10" / 12"10" / 12"
8"10' - 8"8"
1'
-
6
"
DR
O
P
Z
O
N
E
O.
H
.
C
.
LO
C
K
E
R
S
GL
A
S
S
RA
N
G
E
3/
0
X
6
/
8
BA
R
N
D
O
O
R
PANTRY
2/
1
0
x
6
/
8
2/4 x 6/8
3/
0
x
6
/
8
MUD
3/0 x 6/8
A2017
SI
M
VA
U
L
T
E
D
VA
U
L
T
E
D
11'-2" PEAK
OP
T
.
FP
29
5
9
C
S
M
T
29
5
9
C
S
M
T
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
5'
-
4
"
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
2959 CSMT2-
LIVING
ROOM
A2016
4
5A201
RE
F
RA
N
G
E
3' - 3"3' - 0"3' - 3"
9' - 6"
1'
-
1
"
1'
-
0
"
2'
-
1
"
8'
-
4
"
O.H.C.
MW
HO
O
D
SI
N
K
2'
-
6
"
2'
-
6
"
1'
-
6
"
1'
-
3
"
1'
-
3
"
1/
2
"
3'
-
0
"
1/
2
"
O.H.C. O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
O.
H
.
C
.
1"
1"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1'
-
6
"
1"
1"
3/4"2' - 0"1' - 3 1/4"
12
'
-
1
"
KITCHEN
3' - 4"
1'
-
6
"
1'
-
6
"
3'
-
0
"
1' - 10 1/2"
1' - 10 1/2"
1"
7'
-
3
1
/
2
"
0"
4'
-
0
"
1"
11
'
-
5
1
/
2
"
MA
K
E
U
P
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
ME
N
D
O
C
I
N
O
E
S
T
A
T
E
V
2
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 MUD/PANTRY - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 MENDOCINO KITCHEN
SCALE: 1/4" = 1'-0"6 MENDOCINO BATH
SCALE: 1/4" = 1'-0"7 MENDOCINO MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
C1
M1
M2
S3
S1
2925 TRSM3-
2929 TRSM
EQ EQ
DORMER PLATE HT.
13'-4"
B3
B2
T4
T5
L1
T1
T7
B3
T7
CONCRETE - SLOPE TO GRADE
R1
T1
R1
T4
S3
F1
B3
M2
M1
T2
S1
T5
F1
R1
F1
S1
T1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T5
C1
S1
F1
R1
F1
T1
S1
S3
B3
M1
M2
L1
T2T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
R1
C1
T1
M1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T1
R1
F1
FIREPLACE OPTION B
WINDOW LOCATIONS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
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E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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.
c
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PR
O
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C
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:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
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D
F
O
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:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
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S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
ME
N
D
O
C
I
N
O
E
S
T
A
T
E
V
2
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B2 COLUMN BRACKET - 1'-7" WIDE X 2-7" HIGH
B3 DECORATIVE BRACKET - FYPON BKT25X27
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
3/8" VENTED ALUMINUM
SOFFIT & FASCIA ON
2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
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MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 3"3' - 0"3' - 3"
9' - 6"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
3' - 3"3' - 0"3' - 3"
9' - 6"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"2' - 0"3' - 0"1' - 6"1' - 6"1"
8' - 2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
DW
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6 1/2"1' - 6"1' - 3"1' - 3"3' - 0 1/2"
12' - 1"
2' - 6"2' - 6"1' - 6"1' - 3"1' - 3"
1/2"
3' - 0"1/2"
1'
-
6
"
6'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
12' - 1"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
PANTRY
1' - 9"2' - 6 1/2"1' - 6"
5' - 9 1/2"
6'
-
0
"
1'
-
6
"
7'
-
6
"
1' - 9"2' - 6"1' - 6"3' - 0"
8' - 9"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"4' - 0"3' - 3 1/2"4' - 0"1"
11' - 5 1/2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAKEUP
2'
-
4
1
/
2
"
1
1
/
2
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 0"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
W/D4'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6"
5' - 0"
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A201
19-137.2
3-18-2021
MS
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WINDOW SCHEDULE
From Room: Name Type Comments
BATH 2935 CSMT E3
DINING 2959 CSMT E
DINING 5359 FXD
DINING 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
2925 TRSM GABLE
2925 TRSM GABLE
2925 TRSM GABLE
2929 TRSM GABLE
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 5359 FXD
MASTER BEDROOM 2959 CSMT E
LAUNDRY 2929 TRSM
MASTER BEDROOM 2929 TRSM
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2929 TRSM
DINING 2959 CSMT E
M. BATH 2917 FXD
2917 FXD
LIVING ROOM 2959 CSMT E
LIVING ROOM 2959 CSMT E
2959 CSMT E
BEDROOM 2 2947 CSMT E
BEDROOM 2 2947 CSMT E
LIVING ROOM 2959 CSMT E
LIVING ROOM 2959 CSMT E
5359 FXD
LIVING ROOM 2959 CSMT E
Grand total: 30
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES
ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR
TO BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED
WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION.
DOOR SCHEDULE
Level Type To Room: Name
Door
CommentsWidth Height Material Finish
MAIN FLOOR 3/0 x 6/8 Sliding
Door
3' - 0" 6' - 8"
MAIN FLOOR 2/4 x 6/8 2' - 4" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BEDROOM 1 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 BEDROOM 2 3' - 0" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 1 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 2 2' - 6" 6' - 8"
MAIN FLOOR 7282 SLDR DINING 6' - 0" 6' - 10"
MAIN FLOOR 3/0 x 6/8 FOYER 3' - 0" 6' - 8"
MAIN FLOOR 6/0 x 6/8 FOYER 6' - 0" 6' - 8"
MAIN FLOOR 2/10 x 6/8 LAUNDRY 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 PCKT 2 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. CLOSET 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MECH 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MUD 3' - 0" 6' - 8"
MAIN FLOOR 34" x 80" MUD 0" 0"
MAIN FLOOR 2/6 x 6/8 MUD 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 PANTRY 2' - 6" 6' - 8"
T.O.F. 16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO
BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION.
ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
35 BEDROOM 1 130 SF CARPET
36 BEDROOM 2 118 SF CARPET
37 LIVING ROOM 195 SF LVP
38 KITCHEN 277 SF LVP
39 MASTER BEDROOM 215 SF CARPET
40 M. BATH 136 SF LVT
41 PANTRY 23 SF LVP
42 LAUNDRY 67 SF LVP
43 M. CLOSET 72 SF CARPET
45 BATH 50 SF LVT
46 FOYER 133 SF LVP
47 MUD 89 SF LVP
48 DINING 158 SF LVP
49 TWO CAR GARAGE 506 SF CONCRETE
50 CLOSET 2 20 SF CARPET
51 MECH 71 SF CONCRETE
52 CLOSET 1 21 SF CARPET
53 CL 2 10 SF LVP
54 CL 1 18 SF LVP
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO
BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION.
SCALE: 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"4 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"5 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"7 KITCHEN ELEVATION - OPTION B
SCALE: 1/4" = 1'-0"8 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"9 BATH ELEVATION
SCALE: 1" = 1'-0"10 TERMITE GUARD
SCALE: 1/4" = 1'-0"11 LAUNDRY ELEVATION
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir -Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat -N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
MONTEREY ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
0
5
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A0
19-137.2
3-18-2021
MS
P
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1989 SF
MAIN FLOOR GARAGE 502 SF
Grand total: 2 2490 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL
ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D.- VERIFY W/ GRADE
4'
-
0
"
8"
1'
-
0
"
3'
-
0
"
8"
8"
8"
W1
6"
3'
-
6
"
8"
8"
1' - 4"1' - 4"1' - 4"
1' - 4"
10
"
CF16W4
6"
3'
-
6
"
8"
8"
1' - 4"
MA
I
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A
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4
2
"
M
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FR
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NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION
DOWN AS GRADE REQUIRES.
MAINTAIN 42" MINIMUM FROST
PROTECTION ON ALL FOOTINGS
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
PATIO
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
2' - 10"16' - 4"2' - 10"
16' - 0"14' - 4"11' - 8"
42' - 0"
46
'
-
8
"
22
'
-
0
"
2'
-
0
"
70
'
-
8
"
7'
-
8
"
11
'
-
4
"
38
'
-
8
"
11
'
-
0
"
2'
-
0
"
70
'
-
8
"
22' - 0"11' - 0"9' - 0"
42' - 0"
W4
W4
W4
W1
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W2
W2
2'
-
4
"
8'
-
4
"
8"22' - 0"18' - 8"
10
'
-
4
"
2'
-
0
"
W3
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL DOWEL
STOOP SLAB
TO
FOUNDATION
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
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9
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A100
19-137.2
3-18-2021
MS
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
DW
DW
A2004
A200
A200
A200
2
3
1
3' - 0"16' - 0"3' - 0"11' - 0"9' - 0"
42' - 0"
BEDROOM
1
BEDROOM
2
LIVING
ROOM
KITCHEN
MASTER
BEDROOM
M. BATH
PANTRY
3/
0
X
6
/
8
BA
R
N
D
O
O
R
LAUNDRY
M.
CLOSET
BATH
FOYER
MUD
COVERED PORCH
OPTIONAL PATIO
DINING
R/
S
70
'
-
8
"
5' - 6"5' - 6"6' - 9"2' - 3"
2'
-
0
"
11
'
-
0
"
38
'
-
8
"
11
'
-
4
"
7'
-
8
"
70
'
-
8
"
TWO
CAR
GARAGE
CLOSET
2
3/0 x 6/8
2/
1
0
x
6
/
8
W.
C
.
2/6 x 6/8
3/0 x 6/8
2/
1
0
x
6
/
8
2/
1
0
x
6
/
8
2/10 x 6/8
2/10 x 6/8
2/
1
0
x
6
/
8
2/10 x 6/8 PCKT 3/
0
x
6
/
8
72
8
2
S
L
D
R
5359 FXD
2959 CSMT
29
2
9
T
R
S
M
29
2
9
T
R
S
M
8' - 0"8' - 0"6' - 9 1/2"7' - 6 1/2"6' - 8"5' - 0"
16' - 0"14' - 4"11' - 8"
5359 FXD2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
29
4
7
C
S
M
T
2-
2/
6
x
6
/
8
29
2
9
T
R
S
M
2935 CSMT
2959 CSMT3-
16/0 X 8/0 O.H.D.
O.H.C.
O.
H
.
C
.
O.
H
.
C
.
29
1
7
F
X
D
42' - 0"
2'
-
6
"
5'
-
2
"
4'
-
9
"
6'
-
7
"
15
'
-
9
"
6"
22
'
-
0
"
9'
-
4
"
5'
-
2
"
4'
-
1
0
"
5'
-
2
"
2'
-
5
1
/
2
"
4'
-
4
1
/
2
"
14
'
-
4
"
6"
6"
11
'
-
7
"
4'
-
1
0
1
/
2
"
2'
-
0
1
/
2
"
4'
-
4
"
1'
-
2
"
7'
-
8
"
3
1
/
2
"
1'
-
1
0
1
/
2
"
16
'
-
1
0
"
6"
10
'
-
1
0
"
6"
6/
0
x
6
/
8
GIRDER TRUSS ABOVE
6"
21' - 6"
6"
2' - 6"5' - 2 1/2"5' - 6"5' - 9 1/2"
6"
6"
7' - 6"5' - 4"2' - 2"14' - 8 1/2"11' - 3 1/2"6"
6"
6' - 3"4' - 4 1/2"4' - 4 1/2"3 1/2"14' - 0 1/2"6"
2'
-
0
"
22
'
-
0
"
46
'
-
8
"
2'
-
6
"
10
'
-
4
"
4'
-
7
"
7'
-
3
1
/
2
"
14
'
-
1
1
/
2
"
7'
-
4
"
6"
EQ
EQ
O.
H
.
C
.
R/
S
32X60
TUB/SHWR
VA
U
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D
VA
U
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E
D
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
LINE OF O.H.D. IN OPEN POSITION
GIRDER TRUSS ABOVE
LO
C
K
E
R
S
MECH
D
W
3/
0
x
6
/
8
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN
PURPOSES ONLY. DUE TO CONSTRUCTION MEANS,
METHODS AND TOLERANCES, ROOM SIZES ARE SUBECT
TO CHANGE WITHOUT NOTICE.
6"7' - 6"2' - 6 1/2"4' - 11 1/2"9' - 6"5' - 2 1/2"11' - 3 1/2"
6"
6'
-
8
"
4'
-
4
1
/
2
"
12
'
-
5
1
/
2
"
6'
-
6
1
/
2
"
7'
-
1
1
1
/
2
"
6"
11'-2" PEAK
2/
1
0
X
6
/
8
O
P
E
N
I
N
G
RA
N
G
E
RE
F
2' - 0"
HB
HB
POCKET DOOR
OPTIONAL
POCKET DOOR
NICHE
OPTIONAL 12" TRAY
12" TRAY CLG.
12" TRAY CLG.
FURN
WH
COVERED
PORCH
2
A201
Sim
3
A201
Sim
SHELVES
29
1
7
F
X
D
8'
-
6
"
H
.
H
.
8'
-
6
"
H
.
H
.
2959 CSMT2-
GL
A
S
S
5' - 1 0 "
1' - 0 "
10' - 0"
A101
3
PLUMB WALL AS REQ'D
1' - 0"
3/
6
X
6
/
8
OP
E
N
I
N
G
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
2/6 x 6/8
9'
-
2
1
/
2
"
4'
-
1
0
"
3/
0
x
6
/
8
F.D.
ATTIC
ACCESS
ABOVE
135.00°
2/6 x 6/8
CLOSET
1
5' - 8"1' - 8 3/4"
CL 1
CL 2
W.C.A101
4
29
5
9
C
S
M
T
53
5
9
F
X
D
29
5
9
C
S
M
T
8'
-
1
1
"
14
'
-
0
"
A2015
MA
K
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LA
V
LA
V
.
L
A
V
.
6
7A201
A2019
A201 10
O.
H
.
C
.
A20111
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
3' - 4"
SI
N
K
8'
-
4
"
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
10:12 SLOPE SIDE TO SIDE***
6:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
10" / 12"10" / 12"
1' - 6"1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
2'
-
0
"
1' - 6"
2'
-
0
"
RIDGE
VALLEY V
A
L
L
E
Y
RI
D
G
E
RI
D
G
E
RI
D
G
E
VALLEYV
A
L
L
E
Y
2'
-
0
"
2' - 0"2' - 0"
10" / 12"10" / 12"
VALLEY V
A
L
L
E
Y
RI
D
G
E
10" / 12"10" / 12"
4'
-
0
"
DR
O
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Z
O
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O.
H
.
C
.
LO
C
K
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S
RA
N
G
E
MUD 3/
0
X
6
/
8
BA
R
N
D
O
O
R
2/4 x 6/8
PANTRY
3/
0
x
6
/
8
2/
1
0
x
6
/
8
3/0 x 6/8
A2018
SI
M
29
5
9
C
S
M
T
29
5
9
C
S
M
T
2959 CSMT
VA
U
L
T
E
D
VA
U
L
T
E
D
11'-2" PEAK
OP
T
.
FP
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
5'
-
4
"
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
2-
LIVING
ROOM
A2015
RE
F
RA
N
G
E
12
'
-
1
"
3' - 3"3' - 0"3' - 3"
9' - 6"
1'
-
1
"
1'
-
0
"
2'
-
1
"
8'
-
4
"
O.H.C.
MW
HO
O
D
SI
N
K
2'
-
6
"
2'
-
6
"
1'
-
6
"
1'
-
3
"
1'
-
3
"
1/
2
"
3'
-
0
"
1/
2
"
O.H.C. O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
O.
H
.
C
.
1"
1"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1'
-
6
"
1"
1"
3/4"2' - 0"1' - 3 1/4"
KITCHEN
6
7A201
3' - 4"
1'
-
6
"
1'
-
6
"
3'
-
0
"
1' - 10 1/2"
1' - 10 1/2"
1"
4'
-
0
"
3'
-
3
1
/
2
"
4'
-
0
"
1"
11
'
-
5
1
/
2
"
MA
K
E
U
P
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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f
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a
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c
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i
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c
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s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
MO
N
T
E
R
E
Y
E
S
T
A
T
E
V
1
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 MUD/PANTRY - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 MONTEREY KITCHEN
SCALE: 1/4" = 1'-0"6 MONTEREY BATH
SCALE: 1/4" = 1'-0"7 MONTEREY MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"
R1
M1
S1
C1
L1
S3
F1
2525 TRSM
2525 TRSM
2525 TRSM
2525 TRSM
9'
-
1
1
/
8
"
T4
M2
T5
T7
F1
CONCRETE - SLOPE TO GRADE
T7
S3
T4
F1
R1
F1
S3
T4
T7
F1
T5
T2
L1
S1
M2
M1
R1
F1
S1
T1
T2T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
C1
M2
M1
T5
R1
F1
T1
S1
M1
M2
L1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
C1
M1
M2
S3T2
FIREPLACE OPTION B
WINDOW LOCATIONS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
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E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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c
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PR
O
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E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
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:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
MO
N
T
E
R
E
Y
E
S
T
A
T
E
V
1
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 30# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
8" FASCIA
2X6 SUB-FASCIA
3/8" VENTED HARDI-
SOFFIT ON 2X4
LOOKOUTS @ 24" O.C.
7" TRIM ON 12" TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R20 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
4" PERF. DRAIN WILE W/
SILT SLEEVE
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
6"
2"
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6 1/2"1' - 6"1' - 3"1' - 3"3' - 0 1/2"
12' - 1"
2' - 6"2' - 6"1' - 6"1' - 3"1' - 3"
1/2"
3' - 0"
1'
-
6
"
6'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
12' - 1"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 3"3' - 0"3' - 3"
9' - 6"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
3' - 3"3' - 0"3' - 3"
9' - 6"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"2' - 0"3' - 0"1' - 6"1' - 6"1"
8' - 2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
DW
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
PANTRY
1' - 9"2' - 6 1/2"1' - 6"
5' - 9 1/2"
6'
-
0
"
1'
-
6
"
7'
-
6
"
1' - 9"2' - 6"1' - 6"3' - 0"
8' - 9"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"4' - 0"3' - 3 1/2"4' - 0"1"
11' - 5 1/2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAKEUP
1
1
/
2
"
2'
-
4
1
/
2
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
3' - 0"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
4'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6"
5' - 0"
W/D
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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a
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c
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c
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.
c
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PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A201
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
MO
N
T
E
R
E
Y
E
S
T
A
T
E
V
1
DE
T
A
I
L
S
WINDOW SCHEDULE
From Room: Name Type Comments
BATH 2935 CSMT E3
DINING 2959 CSMT E
DINING 5359 FXD
DINING 2959 CSMT E
M. BATH 2917 FXD
LIVING ROOM 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 2 2947 CSMT E
BEDROOM 2 2947 CSMT E
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 5359 FXD
MASTER BEDROOM 2959 CSMT E
LAUNDRY 2929 TRSM
MASTER BEDROOM 2929 TRSM
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2929 TRSM
2525 TRSM GABLE
2525 TRSM GABLE
2525 TRSM GABLE
2525 TRSM GABLE
2917 FXD
LIVING ROOM 2959 CSMT E
LIVING ROOM 2959 CSMT E
2959 CSMT E
LIVING ROOM 2959 CSMT E
5359 FXD
LIVING ROOM 2959 CSMT E
Grand total: 29
DOOR SCHEDULE
Level Type To Room: Name
Door
CommentsWidth Height Material Finish
MAIN FLOOR 2/4 x 6/8 2' - 4" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BEDROOM 1 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 BEDROOM 2 3' - 0" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 1 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 2 2' - 6" 6' - 8"
MAIN FLOOR 7282 SLDR DINING 6' - 0" 6' - 10"
MAIN FLOOR 3/0 x 6/8 FOYER 3' - 0" 6' - 8"
MAIN FLOOR 6/0 x 6/8 FOYER 6' - 0" 6' - 8"
MAIN FLOOR 2/10 x 6/8 LAUNDRY 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 PCKT 2 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. CLOSET 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. CLOSET 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MECH 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MUD 3' - 0" 6' - 8"
MAIN FLOOR 34" x 80" MUD 0" 0"
MAIN FLOOR 2/6 x 6/8 MUD 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 PANTRY 2' - 6" 6' - 8"
T.O.F. 16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
35 BEDROOM 1 110 SF CARPET
36 BEDROOM 2 118 SF CARPET
37 LIVING ROOM 195 SF LVP
38 KITCHEN 277 SF LVP
39 MASTER BEDROOM 215 SF CARPET
40 M. BATH 136 SF LVT
41 PANTRY 23 SF LVP
42 LAUNDRY 67 SF LVP
43 M. CLOSET 72 SF CARPET
45 BATH 50 SF LVT
46 FOYER 133 SF LVP
47 MUD 89 SF LVP
48 DINING 160 SF LVP
49 TWO CAR GARAGE 463 SF CONCRETE
50 CLOSET 2 20 SF CARPET
52 MECH 71 SF CONCRETE
53 CLOSET 1 21 SF CARPET
54 CL 1 18 SF LVP
55 CL 2 10 SF LVP
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FINISHES PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1/2" = 1'-0"1 TYPICAL WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1" = 1'-0"4 TERMITE GUARD
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"8 KITCHEN ELEVATION - OPTION B
SCALE: 1/4" = 1'-0"9 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"10 BATH ELEVATION
SCALE: 1/4" = 1'-0"11 LAUNDRY ELEVATION
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir -Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat -N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
MONTEREY ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 2010 SF
MAIN FLOOR GARAGE 547 SF
Grand total: 2 2557 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL
ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D.- VERIFY W/ GRADE
4'
-
0
"
8"
1'
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"
3'
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"
8"
8"
8"
W1
6"
3'
-
6
"
8"
8"
1' - 4"1' - 4"1' - 4"
1' - 4"
10
"
CF16W4
6"
3'
-
6
"
8"
8"
1' - 4"
MA
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NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION
DOWN AS GRADE REQUIRES.
MAINTAIN 42" MINIMUM FROST
PROTECTION ON ALL FOOTINGS
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
PATIO
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
STOOP
ABOVE
2' - 10"16' - 4"2' - 10"
16' - 0"14' - 4"11' - 8"
42' - 0"
46
'
-
8
"
24
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2'
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"
72
'
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"
7'
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11
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"
38
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13
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2'
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72
'
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"
22' - 0"11' - 0"9' - 0"
42' - 0"
W4
W4
W4
W1
W2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W2
W2
2'
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4
"
8'
-
4
"
8"22' - 0"18' - 8"
12
'
-
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"
2'
-
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"
W3
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL DOWEL
STOOP SLAB
TO
FOUNDATION
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
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A100
19-137.2
3-18-2021
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
DW
DW
A2004
A200
A200
A200
2
3
1
3' - 0"16' - 0"3' - 0"11' - 0"9' - 0"
42' - 0"
BEDROOM
1
BEDROOM
2
LIVING
ROOM
KITCHEN
MASTER
BEDROOM
M. BATH
PANTRY
3/
0
X
6
/
8
BA
R
N
D
O
O
R
LAUNDRY
M.
CLOSET
BATH
FOYER
MUD
COVERED PORCH
OPTIONAL PATIO
DINING
R/
S
72
'
-
8
"
5' - 6"5' - 6"6' - 9"2' - 3"
2'
-
0
"
13
'
-
0
"
38
'
-
8
"
11
'
-
4
"
7'
-
8
"
72
'
-
8
"
TWO
CAR
GARAGE
CLOSET
2
3/0 x 6/8
2/
1
0
x
6
/
8
W.
C
.
2/6 x 6/8
3/0 x 6/8
2/
1
0
x
6
/
8
2/
1
0
x
6
/
8
2/10 x 6/8
2/10 x 6/8
2/
1
0
x
6
/
8
2/10 x 6/8 PCKT 3/
0
x
6
/
8
72
8
2
S
L
D
R
5359 FXD
2959 CSMT
29
2
9
T
R
S
M
29
2
9
T
R
S
M
8' - 0"8' - 0"6' - 9 1/2"7' - 6 1/2"6' - 8"5' - 0"
16' - 0"14' - 4"11' - 8"
5359 FXD2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
2959 CSMT 2959 CSMT
29
4
7
C
S
M
T
2-
2/
6
x
6
/
8
29
2
9
T
R
S
M
2935 CSMT
2959 CSMT3-
16/0 X 8/0 O.H.D.
W.C.
O.H.C.
O.
H
.
C
.
O.
H
.
C
.
29
1
7
F
X
D
42' - 0"
2'
-
6
"
5'
-
2
"
4'
-
9
"
6'
-
7
"
15
'
-
9
"
6"
24
'
-
0
"
9'
-
4
"
5'
-
2
"
4'
-
1
0
"
5'
-
2
"
2'
-
5
1
/
2
"
4'
-
4
1
/
2
"
14
'
-
4
"
6"
6"
13
'
-
7
"
4'
-
1
0
1
/
2
"
2'
-
0
1
/
2
"
4'
-
4
"
1'
-
2
"
7'
-
8
"
3
1
/
2
"
1'
-
1
0
1
/
2
"
16
'
-
1
0
"
6"
10
'
-
1
0
"
6"
6/
0
x
6
/
8
GIRDER TRUSS ABOVE
6"
21' - 6"
6"
2' - 6"5' - 2 1/2"5' - 6"5' - 9 1/2"
6"
6"
7' - 6"5' - 4"2' - 2"14' - 8 1/2"11' - 3 1/2"6"
6"
6' - 3"4' - 4 1/2"4' - 4 1/2"
3 1/2"
14' - 0 1/2"
6"
2'
-
0
"
24
'
-
0
"
46
'
-
8
"
2'
-
6
"
10
'
-
4
"
4'
-
7
"
7'
-
3
1
/
2
"
14
'
-
1
1
/
2
"
7'
-
4
"
6"
EQ
EQ
O.
H
.
C
.
R/
S
32X60
TUB/SHWR
VA
U
L
T
E
D
VA
U
L
T
E
D
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
LINE OF O.H.D. IN OPEN POSITION
GIRDER TRUSS ABOVE
LO
C
K
E
R
S
MECH
D
W
3/
0
x
6
/
8
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN
PURPOSES ONLY. DUE TO CONSTRUCTION MEANS,
METHODS AND TOLERANCES, ROOM SIZES ARE SUBECT
TO CHANGE WITHOUT NOTICE.
6"7' - 6"2' - 6 1/2"4' - 11 1/2"9' - 6"5' - 2 1/2"11' - 3 1/2"
6"
6'
-
8
"
4'
-
4
1
/
2
"
12
'
-
5
1
/
2
"
6'
-
6
1
/
2
"
7'
-
1
1
1
/
2
"
6"
11'-2" PEAK
2/
1
0
X
6
/
8
O
P
E
N
I
N
G
RA
N
G
E
RE
F
2' - 0"
HB
HB
POCKET DOOR
OPTIONAL
POCKET DOOR
NICHE
OPTIONAL 12" TRAY
12" TRAY CLG.
12" TRAY CLG.
FURN
WH
COVERED
PORCH
2
A201
Sim
3
A201
Sim
SHELVES
29
1
7
F
X
D
8'
-
6
"
H
.
H
.
8'
-
6
"
H
.
H
.
2959 CSMT2-
GL
A
S
S
5' - 1 0 "
1' - 0 "
10' - 0"
A101
3
PLUMB WALL AS REQ'D
1' - 0"
3/
6
X
6
/
8
OP
E
N
I
N
G
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
2/6 x 6/8
9'
-
2
1
/
2
"
4'
-
1
0
"
3/
0
x
6
/
8
F.D.
ATTIC
ACCESS
ABOVE
135.00°
2/6 x 6/8
CLOSET
1
5' - 8"1' - 8 3/4"
CL 1
CL 2
A101
4
29
5
9
C
S
M
T
53
5
9
F
X
D
29
5
9
C
S
M
T
8'
-
1
1
"
14
'
-
0
"
(2) 1 3/4x11 7/8 LVL HDR
(2) 1 3/4x11 7/8 LVL HDR
MA
K
E
U
P
LA
V
LA
V
.
L
A
V
.
A201
6
5 7A201
A2019
A201 10
A20111O.
H
.
C
.
3' - 4"
8'
-
4
"
SI
N
K
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
10:12 SLOPE SIDE TO SIDE***
6:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
4
1
/
2
"
/
1
2
"
4
1
/
2
"
/
1
2
"
10" / 12"10" / 12"
1' - 6"1' - 6"
2'
-
0
"
1' - 6"
2'
-
0
"
2'
-
0
"
1' - 6"
2'
-
0
"
RIDGE
V ALLEY V
A
L
L
E
Y
RI
D
G
E
RI
D
G
E
RI
D
G
E
VALLEYV
A
L
L
E
Y
2'
-
0
"
2' - 0"2' - 0"
10" / 12"10" / 12"
V ALLEY V
A
L
L
E
Y
RI
D
G
E
10" / 12"10" / 12"
2'
-
0
"
DR
O
P
Z
O
N
E
O.
H
.
C
.
LO
C
K
E
R
S
GL
A
S
S
RA
N
G
E
MUD 3/
0
X
6
/
8
BA
R
N
D
O
O
R
2/4 x 6/8
PANTRY
3/
0
x
6
/
8
2/
1
0
x
6
/
8
3/0 x 6/8
A2018
SI
M
29
5
9
C
S
M
T
29
5
9
C
S
M
T
2959 CSMT
VA
U
L
T
E
D
VA
U
L
T
E
D
11'-2" PEAK
OP
T
.
FP
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
5'
-
4
"
2'
-
1
0
1
/
2
"
2'
-
1
0
1
/
2
"
LIVING
ROOM
2-
RE
F
RA
N
G
E
12
'
-
1
"
3' - 3"3' - 0"3' - 3"
9' - 6"
1'
-
1
"
1'
-
0
"
2'
-
1
"
8'
-
4
"
O.H.C.
MW
HO
O
D
SI
N
K
2'
-
6
"
2'
-
6
"
1'
-
6
"
1'
-
3
"
1'
-
3
"
1/
2
"
3'
-
0
"
1/
2
"
O.H.C. O.H.C.
O.
H
.
C
.
O
.
H
.
C
.
O
.
H
.
C
.
O.
H
.
C
.
3' - 4"
1"
1"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1'
-
6
"
1"
1"
3/4"2' - 0"1' - 3 1/4"
A201
6
5 7A201
1' - 10 1/2"
1' - 10 1/2"
1'
-
6
"
1'
-
6
"
3'
-
0
"
1"
4'
-
0
"
3'
-
3
1
/
2
"
4'
-
0
"
1"
12
'
-
0
"
MA
K
E
U
P
1' - 10 1/2"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
MO
N
T
E
R
E
Y
E
S
T
A
T
E
V
2
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 MUD/PANTRY - OPTION B
SCALE: 1/4" = 1'-0"4 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"5 MONTEREY KITCHEN
SCALE: 1/4" = 1'-0"6 MONTEREY BATH
SCALE: 1/4" = 1'-0"7 MONTEREY MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"
R1
M1
S1
C1
L1
S3
F1
2525 TRSM
2525 TRSM
2525 TRSM
2525 TRSM
9'
-
1
1
/
8
"
T4
M2
T5
T7
F1
CONCRETE - SLOPE TO GRADE
T7
S3
T4
F1
R1
F1
S3
T4
T7
F1
T5
T2
L1
S1
M2
M1
R1
F1
S1
T1
T2T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
C1
M2
M1
T5
R1
F1
T1
S1
M1
M2
L1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
C1
M1
M2
FIREPLACE OPTION B
WINDOW LOCATIONS
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
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c
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PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
MO
N
T
E
R
E
Y
E
S
T
A
T
E
V
2
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 30# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
8" FASCIA
2X6 SUB-FASCIA
3/8" VENTED HARDI-
SOFFIT ON 2X4
LOOKOUTS @ 24" O.C.
8" TRIM ON 8" TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R20 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
4" PERF. DRAIN WILE W/
SILT SLEEVE
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
6"
2"
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6 1/2"1' - 6"1' - 3"1' - 3"3' - 0 1/2"
12' - 1"
2' - 6"2' - 6"1' - 6"1' - 3"1' - 3"
1/2"
3' - 0"
1'
-
6
"
6'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
12' - 1"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 3"3' - 0"3' - 3"
9' - 6"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
3' - 3"3' - 0"3' - 3"
9' - 6"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"2' - 0"3' - 0"1' - 6"1' - 6"1"
8' - 2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
DW
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3'
-
0
"
7'
-
6
"
REF.
MW HOOD
RANGE
PANTRY
1' - 9"2' - 6 1/2"1' - 6"
5' - 9 1/2"
6'
-
0
"
1'
-
6
"
7'
-
6
"
1' - 9"2' - 6"1' - 6"3' - 0"
8' - 9"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"4' - 0"3' - 3 1/2"4' - 0"1"
11' - 5 1/2"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAKEUP
1
1
/
2
"
2'
-
4
1
/
2
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 0"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
4'
-
6
"
3'
-
0
"
7'
-
6
"
2' - 6"2' - 6"
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19-137.2
3-18-2021
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WINDOW SCHEDULE
From Room: Name Type Comments
BATH 2935 CSMT E3
DINING 2959 CSMT E
DINING 5359 FXD
DINING 2959 CSMT E
M. BATH 2917 FXD
LIVING ROOM 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 1 2959 CSMT E
BEDROOM 2 2947 CSMT E
BEDROOM 2 2947 CSMT E
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 5359 FXD
MASTER BEDROOM 2959 CSMT E
LAUNDRY 2929 TRSM
MASTER BEDROOM 2929 TRSM
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2929 TRSM
2525 TRSM GABLE
2525 TRSM GABLE
2525 TRSM GABLE
2525 TRSM GABLE
2917 FXD
LIVING ROOM 2959 CSMT E
LIVING ROOM 2959 CSMT E
2959 CSMT E
LIVING ROOM 2959 CSMT E
5359 FXD
LIVING ROOM 2959 CSMT E
Grand total: 29
DOOR SCHEDULE
Level Type To Room: Name
Door
CommentsWidth Height Material Finish
MAIN FLOOR 2/4 x 6/8 2' - 4" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 BEDROOM 1 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 BEDROOM 2 3' - 0" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 1 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 CLOSET 2 2' - 6" 6' - 8"
MAIN FLOOR 7282 SLDR DINING 6' - 0" 6' - 10"
MAIN FLOOR 3/0 x 6/8 FOYER 3' - 0" 6' - 8"
MAIN FLOOR 6/0 x 6/8 FOYER 6' - 0" 6' - 8"
MAIN FLOOR 2/10 x 6/8 LAUNDRY 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 PCKT 2 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. BATH 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. CLOSET 2' - 10" 6' - 8"
MAIN FLOOR 2/10 x 6/8 M. CLOSET 2' - 10" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MECH 3' - 0" 6' - 8"
MAIN FLOOR 3/0 x 6/8 MUD 3' - 0" 6' - 8"
MAIN FLOOR 34" x 80" MUD 0" 0"
MAIN FLOOR 2/6 x 6/8 MUD 2' - 6" 6' - 8"
MAIN FLOOR 2/6 x 6/8 PANTRY 2' - 6" 6' - 8"
T.O.F. 16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
35 BEDROOM 1 130 SF CARPET
36 BEDROOM 2 118 SF CARPET
37 LIVING ROOM 195 SF LVP
38 KITCHEN 277 SF LVP
39 MASTER BEDROOM 215 SF CARPET
40 M. BATH 136 SF LVT
41 PANTRY 23 SF LVP
42 LAUNDRY 67 SF LVP
43 M. CLOSET 72 SF CARPET
45 BATH 50 SF LVT
46 FOYER 133 SF LVP
47 MUD 89 SF LVP
48 DINING 160 SF LVP
49 TWO CAR GARAGE 506 SF CONCRETE
50 CLOSET 2 20 SF CARPET
52 MECH 71 SF CONCRETE
53 CLOSET 1 21 SF CARPET
54 CL 1 18 SF LVP
55 CL 2 10 SF LVP
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FINISHES PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1/2" = 1'-0"1 TYPICAL WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1" = 1'-0"4 TERMITE GUARD
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ISLAND ELEVATION
SCALE: 1/4" = 1'-0"8 KITCHEN ELEVATION - OPTION B
SCALE: 1/4" = 1'-0"9 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"10 BATH ELEVATION
SCALE: 1/4" = 1'-0"11 LAUNDRY ELEVATION
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross -bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
NAPA ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
IS
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
RE
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
RE
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
OW
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A0
19-137.2
3-18-2021
MS
P
L
A
N
LR
KC
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
NA
P
A
E
S
T
A
T
E
P
L
A
N
TI
T
L
E
S
H
E
E
T
SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1394 SF
MAIN FLOOR GARAGE 560 SF
Grand total: 2 1954 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN
WALL ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-
DOWNS TO BE DETERMINED ON
SITE AS GRADE ALLOWS
DROP T.O.F. @ O.H.D., VERIFY W/ GRADE
4'
-
0
"
8"
6"
3'
-
0
"
8"
8"8"
1' - 4"1' - 4"
W1
6"
1' - 4"
3'
-
6
"
8"
CF 16
10
"
1' - 4"
W4
0"
3'
-
6
"
8"
8"
1' - 4"MA
I
N
T
A
I
N
4
2
"
M
I
N
.
F
R
O
S
T
PR
O
T
E
C
T
I
O
N
A
T
A
L
L
T
I
M
E
S
2' - 10"16' - 4"1' - 6"7' - 8"12' - 8"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION DOWN AS
GRADE REQUIRES. MAINTAIN 42"
MINIMUM FROST PROTECTION ON ALL
FOOTINGS
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER COMPACTIBLE MATERIAL
STOOP
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS
SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
4
A201
STOOP
ABOVE
41' - 0"
W2
W1
W1 W1
W1
W1
W1
W1
W1
W1
W1
W1
7'
-
0
"
25
'
-
4
"
29
'
-
0
"
5'
-
8
"
67
'
-
0
"
9' - 0"13' - 0"19' - 0"
41' - 0"
W4
W4
W4
W4
W4
W4
W4
W2
W3
W1
W1
8"
27' - 0"
8"
2' - 0"10' - 0"
8"
8"20' - 8"
8"
5' - 8"12' - 8"8"
2'
-
0
"
5'
-
0
"
7'
-
0
"
27
'
-
0
"
11
'
-
8
"
14
'
-
4
"
67
'
-
0
"
8"8"
2' - 10"16' - 4"2' - 10"
W2
W1
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL STOOP SLAB
TO FOUNDATION
20' - 8"20' - 4"
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
W1
2'
-
0
"
9'
-
0
"
135.00°
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A100
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
NA
P
A
E
S
T
A
T
E
P
L
A
N
FO
U
N
D
A
T
I
O
N
P
L
A
N
SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
4
A201
22' - 0"5' - 0"14' - 0"
14
'
-
4
"
11
'
-
8
"
13
'
-
6
"
5'
-
4
1
/
2
"
4'
-
3
"
10
'
-
1
0
1
/
2
"
4'
-
6
"
2'
-
0
"
6"
3' - 0"16' - 0"3' - 0"2' - 6"2' - 6"7' - 0"7' - 0"
W.C.
COVERED PORCH
R/S
R/
S
R/
S
MUD/LAUN.
MASTER
BEDROOM
BATH
GUEST
BEDROOM
TWO
CAR
GARAGE
41' - 0"
M. BATH
M.
CLOSET
OPTIONAL
PATIO
LOCKERS
W.C.
67
'
-
0
"
3/0 x 6/8 PCKT
2/
8
x
6
/
8
2/
8
x
6
/
8
2/8 x 6/8
3/
0
x
6
/
8
3/
0
x
6
/
8
2/10 X 6/8
R/
S
2/
1
0
X
6
/
8
3/
0
X
6
/
8
KITCHEN
DINING
3' - 9"5' - 3"13' - 0"6' - 4"12' - 8"
41' - 0"
7'
-
0
"
25
'
-
4
"
5'
-
7
"
2'
-
2
1
/
2
"
8'
-
8
"
6'
-
0
1
/
2
"
6'
-
6
"
5'
-
8
"
67
'
-
0
"
FOYER
GUEST
CLOSET
COVERED
PORCH
PLUMBING WALL
AS REQ'D FOR W/D
HOOKUPS
29
3
5
C
S
M
T
2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
1'
-
1
0
"
4'
-
8
"
5'
-
8
"
6"
3' - 3"3' - 3"10' - 1 1/2"4' - 4 1/2"6' - 4"6"
O.H.C.
O.
H
.
C
.
R/S
2' - 3"8' - 6"2' - 3"
2'
-
0
"
4'
-
6
"
5'
-
2
"
9'
-
2
"
5'
-
2
"
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
G.T.A.
G.T.A.EX. GRADE LVL BM ABOVE
3559 CSMT
2' - 11"3' - 5"2' - 0"5' - 0"5' - 8"
32
X
6
0
TU
B
/
S
H
W
R
72
8
2
S
L
D
R
2/
0
x
6
/
8
EX. GRADE
LVL BM ABOVE
(2) 1 3/4 X 11 7/8 LVL HEADER
ATTIC
ACCESS
ABOVE
ROOF TRUSS ABV.
@ 24" O.C.
ROOF TRUSS ABV.
@ 24" O.C.
EX. GRADE
LVL BM ABOVE
2/
1
0
X
6
/
8
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
3-
LIVING
ROOM
BRG WALL
MECH.
3/0 x 6/8
FLOOR
DRAIN
2' - 0"
2'
-
0
"
1' - 2"1' - 2"
2'
-
0
"
2'
-
0
"
2959 CSMT3-
DW
RA
N
G
E
SI
N
K
REF
13' - 6"
25
'
-
3
1
/
2
"
7'
-
4
"
13
'
-
1
0
"
12
'
-
6
1
/
2
"
6"
6"21' - 0"5' - 8 1/2"2' - 6 1/2"10' - 9"6"
NOTE:
DIMENSIONS AND ROOM SIZES ARE
SHOWN FOR DESIGN INTENT ONLY. DUE
TO CONSTUCTION MEANS, METHODS AND
TOLERANCES, ROOM SIZES ARE SUBJECT
TO CHANGE WITHOUT NOTICE.
FURNWH
3' - 3"5' - 5 1/2"
6"12' - 9 1/2"8' - 8"
3 1/2"6' - 1 1/2"6' - 10 1/2"6"
6'
-
1
0
1
/
2
"
ROOF TRUSSES TO BEAR
ON HOUSE/GARAGE WALL 12" TRAY CLG.
OPTIONAL 12" TRAY
NICHE
OPTIONAL POCKET DOOR
OPTIONAL
POCKET
DOOR
HB
HB
2
A201
Sim
3
A201
Sim
2' - 0"
1/4 X 6/8
2959 CSMT
2'
-
6
"
3'
-
6
"
5'
-
4
"
8
1
/
2
"
2'
-
0
"
2' - 0"
2'
-
0
"
1
3
5
.
0
0
°
135.00°
2-
6"3'
-
1
"
4'
-
3
"
2'
-
4
"
3'
-
0
1
/
2
"
13
'
-
3
1
/
2
"
W
D
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
PA
N
T
R
Y
CL
LIN.
CLO.
29
2
9
T
R
S
M
A101
3
7'
-
0
"
6'
-
6
"
29
5
9
C
S
M
T
29
5
9
C
S
M
T
FULL
HT. WALL
A2015
6
7
A201
8
A201
9
LAV.
LAV.LAV.
(2) 1 3/4 x 11 7/8 LVL HDR
MW
H
O
O
D
RIDGEVALLEYVALLEYRI
D
G
E
RI
D
G
EVALLEYRI
D
G
E
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
9:12 SLOPE SIDE TO SIDE***
5:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
2' - 0"
1'
-
6
"
2' - 0"
2' - 0"
2' - 0"
2'
-
0
"
1'
-
3
1
/
2
"
1'
-
3
3
/
4
"
2'
-
0
"
2' - 0"2' - 3 1/2"
2'
-
0
"
1'
-
3
3
/
4
"
RI
D
G
E
1'
-
6
"
2' - 0"
1' - 6"VALLEYRI
D
G
E
1' - 6"
OVERFRAMING AS REQ'D
(TYPICAL SEE
ELEVATIONS)
10
'
-
6
1
/
2
"
6"
10
'
-
0
1
/
2
"
1' - 6"
2' - 0"
1'
-
6
"
1'
-
6
"
6" / 12"6" / 12"
6" / 12"
6"
/
1
2
"
6"
/
1
2
"
6" / 12"6" / 12"
6" / 12"6" / 12"
2'
-
0
"
2'
-
0
"
2'
-
0
"
OP
T
.
FP
29
2
9
T
R
S
M
29
2
9
T
R
S
M
2'
-
0
"
9'
-
0
"
2'
-
6
"
13
'
-
6
"
2'
-
0
"
2'
-
0
"
5'
-
0
"
2'
-
0
"
2'
-
0
"
SEE PLAN FOR WINDOW SIZE/DIMS
13
'
-
0
"
2' - 0"
LIVING
ROOM
12" TRAY CLG.
2' - 3"2' - 6"2' - 0"3' - 0"
9' - 9"
1'
-
0
"
1'
-
0
"
1"
2'
-
1
"
1
1
/
2
"
3'
-
0
"
3'
-
0
"
2'
-
6
"
2'
-
6
"
1"
2'
-
3
"
13
'
-
5
1
/
2
"
1' - 0"1' - 0"1"
2' - 1"
3"
2'
-
0
"
3"
3'
-
0
"
1'
-
3
"
2
1
/
2
"
6'
-
1
1
1
/
2
"
3/4"2' - 0"1' - 3 1/4"
3' - 4"
REF.
SI
N
K
DW
RA
N
G
E
MW
H
O
O
D
PA
N
T
R
Y
O.
H
.
C
.
O
.
H
.
C
.O.H.C.O.H.C. O.H.C. O.H.C.
3' - 0"
1' - 6"1' - 6"
1'
-
1
0
1
/
2
"
5' - 1"
1/2"
1' - 0 1/4"2' - 11 1/2"1' - 0 1/4"
1/2"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
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A101
19-137.2
3-18-2021
MS
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SCALE: 1/4" = 1'-0"1 MAIN FLOOR- 1380 FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 FIREPLACE OPTION
SCALE: 3/8" = 1'-0"4 NAPA KITCHEN
SCALE: 3/8" = 1'-0"5 NAPA BATH
SCALE: 3/8" = 1'-0"6 NAPA MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
UPPER LEVEL PLT HT
18' -2 7/8"
S4
S2
F1
B1
C1
M1
CONCRETE SLOPE TO GRADE
L19'
-
1
1
/
8
"
T1
M2
M1
T2
R1
T4
F1
T7
GABLE WIN. H.H.
12' -8"
T5
T6
(2) 2547 CSMT
2535 FXD
T6
S4
F1
B1
T4
T7
T5
S2
1'
-
6
"
4'
-
0
"
R1
S1
F1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T2
R1
S1
M1
T1
F1
C1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T.O.F.
-6"
R1
C1
M1
T1
S1
GABLE WIN. H.H.
12' -8"
T2
F1
M2
M1 HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
FIREPLACE OPTION B
TRANSOM WINDOWS
16
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A200
19-137.2
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SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B1 DECORATIVE BRACKET - FYPON CRAFTSMAN BRACKET BKT04X12X16RI
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S2 (STUCCO PANEL) HARDIE PANEL
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T6 5/4 X 7" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
B.O.F.
-4' -0"
9'
-
9
1
/
8
"
3'
-
4
"
8"
8'
-
1
1
/
4
"
2"
11
7
/
8
"
8'
-
3
1
/
4
"
4"
2"
4"
4"
1'
-
6
"
2 1/2"
2"
2"
5 1/2"
2 1/2"
2"
2 1/2"
SIMPSON POST STANDOFF
6X6 TRTD TIMBER POST
BLOCKING AS REQ'D
PAINTED COLUMN TRIM
STONE CAP
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
3/8" VENTED ALUMINUM
SOFFIT & FASCIA ON
2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
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MAIN FLOOR
12
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T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"1 1/2"3' - 0"3' - 0"2' - 6"2' - 6"
11' - 1 1/2"
1 1/2"
3' - 0"
2 1/2"
2' - 9"2' - 7"2' - 0"
10' - 8"
2
9
/
1
6
"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
9'
-
1
1
/
8
"
7'
-
6
"
RANGE
MW HOOD
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"3' - 0"2' - 0"2' - 6"
7' - 6"
2' - 9"1' - 3"
2
9
/
1
6
"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
REF.
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
DW
1' - 3"3' - 0"
3"
2' - 0"
3"
6' - 9"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1/2"5' - 0"1/2"
5' - 1"
4"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 0"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
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A201
19-137.2
3-18-2021
MS
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ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
1 GUEST BEDROOM 131 SF CARPET
2 BATH 53 SF LVT
3 MASTER BEDROOM 151 SF CARPET
4 MUD/LAUN. 87 SF LVP
5 TWO CAR GARAGE 522 SF CONCRETE
6 M. BATH 92 SF LVT
7 M. CLOSET 52 SF CARPET
8 KITCHEN 136 SF LVP
9 DINING 366 SF LVP
10 PANTRY Not Placed LVP
11 GUEST CLOSET 26 SF CARPET
13 LOFT 314 SF
14 FOYER 93 SF LVP
15 LIVING ROOM Redundant Room LVP
16 MECH. 54 SF CONCRETE
17 CL 6 SF LVP
18 LIN. CLO. 5 SF LVT
NOTE: AREA'S ARE PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL FLOOR AREA'S PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
DOOR SCHEDULE
Type To Room: Name
Door
CommentsWidth Height
2/10 X 6/8 BATH 2' - 10" 6' - 8"
1/4 x 6/8 BATH 1' - 4" 6' - 8"
7282 SLDR DINING 6' - 0" 6' - 10"
3/0 x 6/8 DINING 3' - 0" 6' - 8"
3/0 X 6/8 FOYER 3' - 0" 6' - 8"
2/0 x 6/8 FOYER 2' - 0" 6' - 8"
2/10 X 6/8 GUEST BEDROOM 2' - 10" 6' - 8"
2/10 X 6/8 GUEST CLOSET 2' - 10" 6' - 8"
3/0 x 6/8 PCKT KITCHEN 3' - 0" 6' - 8"
2/8 x 6/8 M. BATH 2' - 8" 6' - 8"
Interior - Double
Sliding Glass
Shower Door
M. BATH 5' - 0" 6' - 0"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
3/0 x 6/8 MECH. 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
WINDOW SCHEDULE
Level From Room: Name Type Comments
MAIN FLOOR 2535 CSMT FRONT GABLE
MAIN FLOOR 2547 FXD FRONT GABLE
MAIN FLOOR 2959 CSMT E
MAIN FLOOR 2959 CSMT E
MAIN FLOOR DINING 2929 TRSM
MAIN FLOOR DINING 2929 TRSM
MAIN FLOOR DINING 3559 CSMT E
MAIN FLOOR DINING 3559 CSMT E
MAIN FLOOR DINING 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR GUEST BEDROOM 2959 CSMT E
MAIN FLOOR M. BATH 2935 CSMT E3
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MASTER BEDROOM 2959 CSMT E
MAIN FLOOR MUD/LAUN. 2929 TRSM
MAIN FLOOR TWO CAR GARAGE 2547 FXD FRONT GABLE
MAIN FLOOR: 20
Grand total: 20
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY.
GENERAL CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND
CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR
PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
SCALE: 1/2" = 1'-0"4 TYP. COLUMN
SCALE: 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ELEVATION 3
SCALE: 1/4" = 1'-0"8 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"9 BATH ELEVATION
SCALE: 1" = 1'-0"10 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
DECORATIVE COLUMN TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
C1
SYMBOLS
16
0
5
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5
1
5
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9
6
5
-
5
3
3
6
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A0
19-137.2
3-18-2021
MS
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A102 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR Area 1769 SF
MAIN FLOOR Area 555 SF
MAIN FLOOR: 2 2324 SF
Grand total: 2 2324 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W1W2
1' - 4"1' - 4"1' - 4"
1'
-
0
"
3'
-
2
"
8"
8"8"8"
8"8"
4'
-
0
"
STEP DOWN FOUNDATION AT
O.H.D.- VERIFY FOUNDATION
HEIGHT WITH GRADE
6"
3'
-
6
"
CF 16
1' - 4"
10
"
W4
1' - 4"
6"
3'
-
8
"
8"
8"
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W4
W4
W4W4
W2
W2
W2
29' - 0"
30' - 4"11' - 8"
42' - 0"
13
'
-
2
"
12
'
-
8
"
38
'
-
1
0
"
5'
-
0
"
69
'
-
8
"
22' - 6" 1' - 6" 6' - 0" 12' - 0"
42' - 0"
3' - 10" 16' - 4" 2' - 4"
5'
-
0
"
2
2
'
-
8
"
42
'
-
0
"
69
'
-
8
"
12
'
-
0
"
26' - 8"
40' - 8"
8"
22' - 8"
8"
17' - 4"
8"
8"
11
'
-
8
"
10
'
-
4
"
STEP DOWN FOOTING AT O.H.D.
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB
WITH SAND OR OTHER
COMPACTIBLE MATERIAL
STOOP ABOVE
PATIO ABOVE
GARAGE ABOVE
W2 W3
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL
STOOP SLAB
TO
FOUNDATION
DOWEL STOOP
SLAB TO
FOUNDATION
1'
-
0
"
2'
-
4
"
7'
-
0
"
2'
-
4
"
8"
2' - 4"
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
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19-137.2
3-18-2021
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
CommentsWidth
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ 24" O.C. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 2" #4 @ 48" O.C. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 8" #4 @ 48" O.C. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
42' - 0"
24' - 0" 6' - 0" 12' - 0"
38
'
-
1
0
"
25
'
-
1
0
"
64
'
-
8
"
4'
-
7
1
/
2
"
6"
30' - 4"11' - 8"
42' - 0"
64
'
-
8
"
11'-1 1/8" CLG.
2/
1
0
x
6
/
8
2/10 x 6/8
5/0 x 6/8
2/4 x 6/8
3/
0
x
6
/
8
C
.
O
.
5/0 x 6/8 C.O.
3/
0
x
6
/
8
3/
0
x
6
/
8
12' - 0" 12' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0"
18
'
-
5
"
1
2
'
-
4
1
/
2
"
8
'
-
0
1
/
2
"
5
'
-
1
0
"
6
'
-
1
0
"
6
'
-
0
1
/
2
"
7
'
-
1
1
/
2
"
16' - 10" 3' - 8" 3' - 8" 3' - 8" 2' - 6" 5' - 2" 6' - 6"
6'
-
0
"
14
'
-
0
"
10
'
-
1
1
1
/
2
"
11
'
-
0
1
/
2
"
22
'
-
8
"
2/10 x 6/8
D.
D.W.
2/10 x 6/8
ROOF TRUSS ABV.
@ 24" O.C.
O.H.C.
6" 6' - 9 1/2" 2' - 4 1/2" 3' - 10 1/2" 27' - 11 1/2"
6"
6"
3'
-
5
"
4'
-
0
"
5'
-
9
"
12
'
-
4
1
/
2
"
5
1
/
2
"
7'
-
7
1
/
2
"
3
1
/
2
"
3'
-
1
"
4'
-
0
1
/
2
"
5
1
/
2
"
22
'
-
2
"
6"
6"
10
'
-
0
"
3'
-
2
"
12
'
-
4
1
/
2
"
4'
-
6
"
11
'
-
0
"
5
1
/
2
"
3/
0
x
6
/
8
C
.
O
.
6" 8' - 6" 4' - 6 1/2" 2' - 2" 25' - 9 1/2"
6"
LIVING
ROOM
DININGDEN
MASTER
BEDROOM
MUD/LAUN.
KITCHEN
PA
N
T
R
Y
TWO
CAR
GARAGE
FOYER
GUEST
BEDROOM
BATH
2959 CSMT
29
2
9
T
R
S
M
2965 CSMT
72
8
2
S
L
D
R
29
6
5
C
S
M
T
2947 CSMT2929 TRSM2929 TRSM2947 CSMT
3 1/2"
2' - 0" 11' - 0" 2' - 0"
6"
3' - 6"
10' - 6 1/2"
15' - 3 1/2" 6"
29
2
9
T
R
S
M
29
3
5
C
S
M
T
29
3
5
C
S
M
T
W.C.
6"
11
'
-
1
0
"
2
'
-
6
1
/
2
"
5
'
-
1
0
"
2'
-
5
"
15
'
-
2
1
/
2
"
3-
4-
3-
3-
3-
2-
D.T.D.
3' - 6"
G.T.A.
GIRDER TRUSS ABOVE(2) 1 3/4 X 11 7/8 LVL HEADER
16/0 X 8/0 O.H.D.
LINE OF O.H.D. IN OPEN POSITION
NOTE:
WALLS AND CEILING TO BE FINISHED W/
5/8" TYPE "X" FIRE CODE GYPSUM BOARD
ATTIC ACCESS
PER CODE
60
8
0
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
ROOF TRUSS ABV.
@ 24" O.C.
MECH.
3/0 x 6/8
2/
4
x
6
/
8
W.C.R/SR/S
2/
1
0
x
6
/
8
2/
1
0
x
6
/
8
M. BATH
M.
CLOSET
COVERED
PORCH
W.
2/10 x 6/8
REF
RA
N
G
E
SI
N
K
6" 23' - 0" 6" 6' - 0" 6" 3' - 11 1/2" 7' - 0 1/2" 6"
6" 11' - 0" 4' - 2 1/2" 11' - 9 1/2"
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN PURPOSES ONLY.
DUE TO CONSTRUCTION MEANS, METHODS AND TOLERANCES, ROOM
SIZES ARE SUBECT TO CHANGE WITHOUT NOTICE.
11'-1 1/8" CLG.
2/
1
0
x
6
/
8
29
3
5
C
S
M
T
GARAGE FLOOR
4
A201
2'
-
0
"
4 SHELVES
BEAR TRUSSES ON THIS WALL
2'
-
4
"
7
'
-
0
"
2
'
-
4
"
2' - 4"
1' - 2 1/2"
5' - 0 1/2" 7' - 9 1/2"
OPTIONAL 12" TRAY
12" TRAY CLG.
FURN
WH
HB
HB
3
A201
Sim
2
A201
Sim
2' - 1"
OPTIONAL POCKET
DOOR
F.D.
2' - 0"2' - 0"
2'
-
0
"
A102
3
SH
E
L
V
E
S
NICHE
135.00°
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
CL 1
CL 2
CL 3
O.H.C
A102
5
A2017 6
5
A201
8
O.H.C.
A201
9
A201
(2) 1 3/4x11 7/8 LVL HDR
MW
H
O
O
D
LAV. LAV.
LAV.
A201
12
A201
11
3'
-
6
1
/
2
"
9
'
-
7
"
3' - 11" 3' - 4"
3' - 10" 3' - 4"
COVERED
PORCH
14
CO
U
N
T
E
R
T
O
P
5
1
/
4
"
/
1
2
"
5
1
/
4
"
/
1
2
"
6" / 12"
6" / 12"
6" / 12"6" / 12"
6" / 12"6" / 12"
RIDGE
RI
D
G
E
RI
D
G
E
RI
D
G
EVALLEYVALLEYVALLEYVALLEYVALLEYROOF NOTES:
2' - 0" EAVE OVERHANG***
2' - 0" GABLE RAKES***
9:12 SLOPE SIDE TO SIDE
8:12 SLOPE FRONT TO BACK
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
2'
-
0
"
2' - 0"
2' - 0"
2'
-
0
"
2'
-
0
"
2' - 0"
D.W.
O.H.C.
REF
RA
N
G
E
MUD/LAUN.
KITCHEN
3/0 x 6/8
3/
0
x
6
/
8
3/
0
x
6
/
8
C
.
O
.
2/
1
0
x
6
/
8
2/10 x 6/8
PA
N
T
R
Y
LO
C
K
E
R
O.H.C.
W.D.
A2017 6
5
A201
O.H.C.
MW
HO
O
D
3' - 3" 3' - 3"
1 1/2"
3' - 0" 1 1/2"
9' - 9"
1'
-
3
"
2
'
-
6
1
/
2
"
1
'
-
3
"
1
"
5'
-
1
1
/
2
"
1/
2
"
3'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
6
"
9'
-
7
"
1 3/8"
3' - 0"
1 3/8"
3' - 3" 3' - 3"
1 3/8"
3' - 0"
1 3/8"
12' - 11 1/2"
1'
-
0
"
A201
12
O.H.C. O.H.C. O.H.C.
O.
H
.
C
.
O.
H
.
C
.
O.H.C.
MECH.
3' - 10" 3' - 4"
3/4"2' - 0"1' - 3 1/4"
4'
-
6
"
14
D.W.
O.H.C.
REF
RA
N
G
E
LO
C
K
E
R
D.W.
MUD/LAUN.
MECH.KITCHEN
3/
0
x
6
/
8
3/0 x 6/8
2/10 x 6/8
2/
6
x
6
/
8
3/
0
x
6
/
8
C
.
O
.
PANTRY
O.
H
.
C
.
O.H.C
A2017 6
5
A20110
O.H.C.
1'
-
3
"
2
'
-
6
1
/
2
"
1
'
-
3
"
2
'
-
3
"
2
'
-
3
"
9'
-
6
1
/
2
"
3' - 3" 3' - 3"
1 1/2"
3' - 0" 1 1/2"
9' - 9"
1/
2
"
3'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1/
2
"
9'
-
7
"
1' - 0" 1' - 1"
2' - 1"
2' - 6" 2' - 6"
5' - 0"
A201
12
A201
11
O.
H
.
C
.
O.H.C
O.H.C.
MW
H
O
O
D
3/4" 2' - 0"
1' - 3 1/4"
3' - 4"
14
OPT.
FP
3' - 1 1/2" 5' - 0" 3' - 2"
2965 CSMT
29
2
9
T
R
S
M
4-
3-
2'
-
0
"
1
3
'
-
2
1
/
2
"
LIVING
ROOM
1" 3' - 0" 1' - 3" 3' - 0" 1"
7' - 5"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
3' - 6"
1' - 9" 1' - 9"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A102
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
SO
N
O
M
A
E
S
T
A
T
E
P
L
A
N
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 KITCHEN/MUD - OPTION B
SCALE: 1/4" = 1'-0"4 KITCHEN/MUD - OPTION C
SCALE: 1/4" = 1'-0"5 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"6 SONOMA MASTER BATH
SCALE: 1/4" = 1'-0"7 SONOMA BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
F1
R1
S3
C1
M1
S1
L1
CONCRETE SLOPE TO GRADE
B3
S4
T4
T5
T1
T7
F1
(3) 2941 CSMT
(2)2517
CSMT
T7
T8
T8
T5
S4
B3
+8"
+0"
S3
+8"
+0"T4
M2
M1
T2
S1
T7
T2
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
R1
F1
S1
C1
M1
T2
F1M2
F1
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
S1
F1
C1
M1
L1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
F1M2
R1
F1
C1
M1
S1
T1
T2
T5HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
F1M2
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
SO
N
O
M
A
E
S
T
A
T
E
P
L
A
N
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B3 DECORATIVE BRACKET - FYPON BKT25X27
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
T8 4" OVER 6" PAINTED TRIM
1X3 BATTENS ON SMOOTH PANEL SIDING
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
PAINTED COLUMN TRIM
6X6 TREATED TIMBER POST
SIMPSON POST STANDOFF
BLOCKING AS REQUIRED
VENEER STONE
STONE CAP
HOLD VENEER UP 2"
FROM LANDSCAPE
3'
-
6
"
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
3/8" VENTED ALUMINUM
SOFFIT & FASCIA ON
2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
4" PERF. DRAIN WILE W/
SILT SLEEVE
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
4" PERF. DRAIN WILE W/ SILT
SLEEVE
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
REF
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3
'
-
0
"
7'
-
6
"
1 1/2" 3' - 0"
1 1/2"
3' - 3" 3' - 3"
9' - 9"
6'
-
0
"
1
'
-
6
"
7'
-
6
"
1 1/2" 3' - 0"
1 1/2"
3' - 3" 3' - 3"
9' - 9"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
DW
1/2" 3' - 0" 2' - 0" 3' - 0" 1' - 6" 1/2"
9' - 7"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
WINDOWS BEYOND
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
PANTRY
MW HOOD
RANGE
1' - 3" 2' - 6" 1' - 3" 1 1/4"
5' - 1 1/4"
1' - 3"2' - 6 1/2"1' - 3" 1"
5' - 1 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"3' - 0"1' - 3"3' - 0"1"
7' - 5"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 6"
2'
-
1
0
1
/
2
"
1
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"1' - 3" 2' - 6" 1' - 3" 2' - 3" 2' - 3"
9' - 6"
3'
-
0
"
1'
-
6
"
1
1
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"
2'
-
1
0
1
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"
7'
-
6
"
1' - 3" 2' - 6 1/2"1' - 3" 2' - 3" 2' - 3"
9' - 6 1/2"
MW HOOD
RANGE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3'
-
0
"
4'
-
6
"
7'
-
6
"
W.D.
2' - 6" 2' - 6"
5' - 0"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
7'
-
6
"
3'
-
0
"
4'
-
6
"
1 3/8" 3' - 0" 1 3/8" 3' - 3" 3' - 3" 1 3/8" 3' - 0" 1 3/8"
12' - 11 1/2"
W.D.
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
2'
-
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1
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1
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A201
19-137.2
3-18-2021
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DOOR SCHEDULE
Level Location Width Height Material Finish Comments
MAIN FLOOR FOYER - OPENING 0" 0"
MAIN FLOOR BATH 2' - 10" 6' - 8"
MAIN FLOOR DINING 6' - 0" 6' - 10"
MAIN FLOOR BEDROOM CL 5' - 0" 6' - 8"
MAIN FLOOR BEDROOM 2' - 10" 6' - 8"
MAIN FLOOR LIVING RM -
OPENING
0" 0"
MAIN FLOOR LINEN 2' - 4" 6' - 8"
T.O.F. GARAGE OHD 16' - 0" 8' - 0"
MAIN FLOOR FOYER 5' - 2" 7' - 0" 3/0X6/8
W/SIDELIGHTS
MAIN FLOOR MUD 3' - 0" 6' - 8"
MAIN FLOOR MASTER 2' - 10" 6' - 8"
MAIN FLOOR DEN 5' - 0" 6' - 8"
MAIN FLOOR KITCHEN -
OPENING
0" 0"
MAIN FLOOR PANTRY 2' - 10" 6' - 8"
MAIN FLOOR MUD CL 2' - 4" 6' - 8"
MAIN FLOOR MECH 3' - 0" 6' - 8"
MAIN FLOOR M. BATH 2' - 10" 6' - 8"
MAIN FLOOR M. WIC 2 2' - 10" 6' - 8"
MAIN FLOOR TOILET 2' - 10" 6' - 8"
MAIN FLOOR M. WIC 3 2' - 10" 6' - 8"
MAIN FLOOR M. WIC 4 2' - 10" 6' - 8"
MAIN FLOOR M. WIC 5 2' - 6" 6' - 8"
MAIN FLOOR 655 5' - 0" 6' - 0"
WINDOW SCHEDULE
Location Width Height Material Finish Comments
BATH 2' - 5" 2' - 11 1/16"
BEDROOM 1 2' - 5" 4' - 11 1/16"
BEDROOM 2 2' - 5" 4' - 11 1/16"
BEDROOM 3 2' - 5" 4' - 11 1/16"
DEN 1 2' - 5" 2' - 5 1/16"
DEN 2 2' - 5" 2' - 5 1/16"
DEN 3 2' - 5" 2' - 5 1/16"
LAUNDRY 1 2' - 5" 2' - 11 1/16"
LAUNDRY 2 2' - 5" 2' - 11 1/16"
LIVING ROOM 1 2' - 5" 2' - 5 1/16"
LIVING ROOM 2 2' - 5" 2' - 5 1/16"
LIVING ROOM 3 2' - 5" 2' - 5 1/16"
LIVING ROOM 4 2' - 5" 2' - 5 1/16"
LIVING ROOM 5 2' - 5" 5' - 5 1/16"
LIVING ROOM 6 2' - 5" 5' - 5 1/16"
LIVING ROOM 7 2' - 5" 5' - 5 1/16"
M.BATH 1 2' - 5" 2' - 11 1/16"
M.BED 1 2' - 5" 3' - 11 1/16"
M.BED 2 2' - 5" 2' - 5 1/16"
M.BED 3 2' - 5" 2' - 5 1/16"
M.BED 4 2' - 5" 3' - 11 1/16"
M.BED 5 2' - 5" 5' - 5 1/16"
M.BED 6 2' - 5" 5' - 5 1/16"
M.BED 7 2' - 5" 5' - 5 1/16"
MAIN GABLE 1 2' - 5" 3' - 5 1/16"
MAIN GABLE 2 2' - 5" 3' - 5 1/16"
MAIN GABLE 3 2' - 5" 3' - 5 1/16"
PORCH GABLE 1 2' - 1" 1' - 5 1/16"
PORCH GABLE 2 2' - 1" 1' - 5 1/16"
ROOM FINISH SCHEDULE-MAIN FLOOR
Level ROOM NO ROOM NAME AREA FLOOR BASE
WALLS
CEILING
CEILING
NOTESN E S W HEIGHT
MAIN FLOOR 030 LIVING ROOM 279 SF LVP
MAIN FLOOR 031 DINING 207 SF LVP
MAIN FLOOR 032 DEN 133 SF CARPET
MAIN FLOOR 033 MASTER BEDROOM 192 SF CARPET
MAIN FLOOR 034 M. BATH 84 SF LVT
MAIN FLOOR 036 MUD/LAUN. 67 SF LVP
MAIN FLOOR 037 KITCHEN 117 SF LVP
MAIN FLOOR 038 PANTRY 7 SF LVP
MAIN FLOOR 040 TWO CAR GARAGE 510 SF CONCRETE
MAIN FLOOR 041 FOYER 70 SF LVP
MAIN FLOOR 042 GUEST BEDROOM 137 SF CARPET
MAIN FLOOR 043 BATH 52 SF LVT
MAIN FLOOR 045 MECH. 57 SF CONCRETE
MAIN FLOOR 049 M. CLOSET 53 SF CARPET
MAIN FLOOR 053 COVERED PORCH Not Enclosed
MAIN FLOOR 054 PANTRY 13 SF LVP
MAIN FLOOR 055 CL 1 6 SF LVP
MAIN FLOOR 056 CL 2 8 SF LVP
MAIN FLOOR 057 CL 3 15 SF CARPET
MAIN FLOOR 058 COVERED PORCH Not Enclosed
NOTE:
THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSED ONLY GENERAL CONTRACTOR TO VERIFY ALL
SCHEDULE PRIOR TO BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED WITH GENERAL
CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION.
SCALE: 1/2" = 1'-0"4 COLUMN DETAIL
SCALE: 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 BASE KITCHEN/OPTION B + C ELEV.
SCALE: 1/4" = 1'-0"6 KITCHEN ISLAND ELEV.
SCALE: 1/4" = 1'-0"7 BASE KITCHEN/OPTION B ELEV.
SCALE: 1/4" = 1'-0"8 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"9 BATH ELEVATION
SCALE: 1/4" = 1'-0"10 KITCHEN ELEVATION - OPTION C
SCALE: 1/4" = 1'-0"11 LAUNDRY ELEVATION 1
SCALE: 1/4" = 1'-0"12 LAUNDRY ELEVATION - OPTION B
SCALE: 1" = 1'-0"13 TERMITE GUARD
SCALE: 1/4" = 1'-0"14 LAUNDRY ELEVATION 1
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross-bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir-Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
SYMBOLS
VINTAGE COOP PLAN INFORMATION
PLAN OPTION:
FOUNDATION:
ROOF TRUSS:
TUSCANY ESTATE
SLAB ON GRADE
UPPER FLOOR BONUS ROOM
FULL BASEMENT
STANDARD ROOF TRUSSES
16
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11
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3
-
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11
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RE
V
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F
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12
-
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9
-
2
0
RE
V
I
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E
D
P
L
A
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C
H
A
N
G
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S
02
-
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9
-
2
1
C
A
S
E
W
O
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K
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L
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V
A
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03
-
1
8
-
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1
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A0
19-137.2
3-18-2021
MS
P
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LR
KC
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A
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A
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-
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O
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A101 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN FLOOR 1394 SF
MAIN FLOOR GARAGE 560 SF
Grand total: 2 1954 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2
***VERIFY ALL CHANGES IN WALL
ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
***ALL FOUNDATION STEP-DOWNS TO BE DETERMINED ON SITE AS
GRADE ALLOWS
DROP T.O.F. @ O.H.D., VERIFY W/ GRADE
4'
-
0
"
8"
6"
3'
-
2
"
8"
8"8"
1' - 4"1' - 4"
W1
1' - 4"
6"
3'
-
6
"
8"
8"
CF16
10
"
1' - 4"
W4
6"
3'
-
8
"
8"
8"
1' - 4"MA
I
N
T
A
I
N
4
2
"
F
R
O
S
T
PR
O
T
E
C
T
I
O
N
A
T
A
L
L
T
I
M
E
S
2' - 10"16' - 4"2' - 2"6' - 4"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
NOTE: STEP FOUNDATION DOWN AS
GRADE REQUIRES. MAINTAIN 42"
MINIMUM FROST PROTECTION ON ALL
FOOTINGS
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
STOOP
ABOVE
NOTE:
CHANGES IN FOOTING AND FOUNDATION
WALL ELEVATIONS ARE FOR DESIGN
INTENT ONLY. ACTUAL ELEVATIONS SHALL
BE VERIFIED W/FINAL GRADE DURING
CONSTRUCTION. MAINTAIN 42" MINIMUM
FROST PROTECTION ON ALL FOOTINGS.
STEP DOWN FOOTING @ O.H.D.
4
A201
STOOP
ABOVE
41' - 0"
W2 W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
5'
-
0
"
25
'
-
4
"
29
'
-
0
"
5'
-
8
"
65
'
-
0
"
9' - 0"13' - 0"19' - 0"
41' - 0"
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
W4
W4
W4
W4
W4
W2
W2
W3
W1
W1
8"
27' - 0"
8"
2' - 0"10' - 0"
8"
8"20' - 9 1/2"8"5' - 6 1/2"12' - 8"8"
5'
-
0
"
7'
-
0
"
27
'
-
0
"
11
'
-
8
"
14
'
-
4
"
65
'
-
0
"
18' - 2 1/2"
13' - 4"
5' - 0"
W1
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
21' - 4"19' - 8"
135.00°
W1
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
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BY
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:
11
-
2
3
-
2
0
F
O
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C
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T
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U
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T
I
O
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11
-
3
0
-
2
0
R
E
V
I
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E
D
F
L
O
O
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F
I
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D
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12
-
0
9
-
2
0
R
E
V
I
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E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
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K
E
L
E
V
A
T
I
O
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S
03
-
1
8
-
2
1
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A100
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
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VI
N
T
A
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E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
TU
S
C
A
N
Y
E
S
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A
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P
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A
N
FO
U
N
D
A
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P
L
A
N
SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
Width
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 2" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 8" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
4
A201
22' - 0"5' - 0"14' - 0"
14
'
-
4
"
11
'
-
8
"
7'
-
0
"
6'
-
6
"
5'
-
4
1
/
2
"
4'
-
3
"
10
'
-
1
0
1
/
2
"
5'
-
0
"
3' - 0"16' - 0"3' - 0"2' - 6"2' - 6"7' - 0"7' - 0"
W
W.C.
COVERED PORCH
R/S
R/
S
R/S
MUD/LAUN.
MASTER
BEDROOM
BATH
GUEST
BEDROOM
TWO
CAR
GARAGE
41' - 0"
M. BATH
M.
CLOSET
LOCKERS
W.C.
65
'
-
0
"
3/0 x 6/8 PCKT
2/8 x 6/8
2/
8
x
6
/
8
2/8 x 6/8
3/
0
x
6
/
8
3/
0
x
6
/
8
2/10 X 6/8
2/
1
0
X
6
/
8
3/
0
X
6
/
8
KITCHEN
DINING
3' - 9"5' - 3"13' - 0"6' - 4"12' - 8"
41' - 0"
5'
-
0
"
25
'
-
4
"
5'
-
7
"
2'
-
2
1
/
2
"
8'
-
8
"
6'
-
0
1
/
2
"
6'
-
6
"
5'
-
8
"
65
'
-
0
"
FOYER
GUEST
CLOSET
PLUMBING WALL
AS REQ'D FOR W/D
HOOKUPS
29
3
5
C
S
M
T
2959 CSMT 2959 CSMT
29
5
9
C
S
M
T
1'
-
1
0
"
4'
-
8
"
6"
3' - 3"3' - 3"10' - 1 1/2"4' - 4 1/2"6' - 4"6"
R/S
2' - 3"8' - 6"2' - 3"
2'
-
0
"
4'
-
6
"
5'
-
2
"
9'
-
2
"
5'
-
2
"
G.T.A.EX. GRADE LVL BM ABOVE
EX
.
G
R
A
D
E
L
V
L
B
M
A
B
O
V
E
2' - 11"3' - 5"2' - 0"5' - 0"5' - 8"
32
X
6
0
TU
B
/
S
H
W
R
72
8
2
S
L
D
R
EX. GRADE
LVL BM ABOVE
(2) 1 3/4 X 11 7/8 LVL HEADER
ATTIC
ACCESS
ABOVE
ROOF TRUSS ABV.
@ 24" O.C.
2/
1
0
X
6
/
8
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
3-
LIVING
ROOM
BRG WALL
2959 CSMT3-
2'
-
0
"
6"12' - 9 1/2"8' - 2 1/2"5 1/2"18' - 6 1/2"
21' - 0"5 1/2"5' - 3"2' - 6 1/2"3' - 10 1/2"6' - 10 1/2"6"
3/0 x 6/8
MECH.
D
13' - 6"
6' - 6"14' - 8"6' - 2"6"
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR
DESIGN INTENT ONLY. DUE TO CONSTRUCTION MEANS,
METHODS AND TOLERANCES, ROOM SIZES ARE
SUBJECT TO CHANGE WITHOUT NOTICE.
25
'
-
3
1
/
2
"
7'
-
4
"
13
'
-
1
0
"
12
'
-
6
1
/
2
"
6"
3' - 3"5' - 5 1/2"
BEAR TRUSSES ON GARAGE/HOUSE WALL
OPTIONAL POCKET DOOR
12" TRAY CLG.
OPTIONAL 12" TRAY
OPTIONAL
POCKET
DOOR
HB
HB
NICHE
FURNWH
FLOOR
DRAIN
2
A201
Sim
3
A201
Sim
R/
S
13
'
-
3
1
/
2
"
3'
-
0
1
/
2
"
2'
-
4
"
3'
-
1
1
1
/
2
"
3'
-
4
1
/
2
"
1
3
5
.
0
0
°
2' - 0"
2'
-
0
"
2'
-
6
"
3'
-
6
"
5'
-
4
"
8
1
/
2
"
2959 CSMT
135.00°3559 CSMT2-
2/
0
x
6
/
8
1/4 X 6/8
1 1/2"
0'-0"
-0'-2"
2'
-
0
"
2' - 0"
2'
-
0
"
2' - 0"
PA
N
T
R
Y
CL
LIN.
CLO.
29
2
9
T
R
S
M
29
5
9
C
S
M
T
29
5
9
C
S
M
T
A101
3
FULL
HT. WALL
PA
N
T
R
Y
O.H.C.
O.
H
.
C
.
RA
N
G
E
REF
DW
SI
N
K
A201
8
A201
9
A2015
6
7
(2) 1 3/4x11 7/8 LVL HDR
LAV.
LAV.LAV.
MW
H
O
O
D
COVERED
PORCH
RIDGEVALLEYVALLEYRI
D
G
E
RI
D
G
EVALLEYRI
D
G
E
ROOF NOTES:
2'-0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
10:12 SLOPE SIDE TO SIDE***
8:12 SLOPE FRONT TO BACK***
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
2' - 0"
1'
-
6
"
2' - 0"
2' - 0"
2' - 0"
RI
D
G
E
2' - 0"
1' - 6"VALLEYRI
D
G
E
1' - 6"
OVERFRAMING AS REQ'D
(TYPICAL SEE
ELEVATIONS)
1' - 6"
2' - 0"
1'
-
6
"
1'
-
6
"
6" / 12"6" / 12"
6" / 12"
6"
/
1
2
"
6"
/
1
2
"
2'
-
0
"
2'
-
0
"
2'
-
0
"VALLEYVALLEY6" / 12"6" / 12"
6" / 12"6" / 12"
6" / 12"6" / 12"
1' - 6"
1' - 6"
1'
-
6
"
1'
-
6
5
/
8
"
2'
-
0
"
2' - 2 5/8"2' - 2 5/8"
2'
-
0
"
OP
T
.
FP
29
2
9
T
R
S
M
29
2
9
T
R
S
M
2'
-
0
"
9'
-
0
"
2'
-
6
"
13
'
-
6
"
2'
-
0
"
2'
-
0
"
5'
-
0
"
2'
-
0
"
2'
-
0
"
SEE PLAN FOR WINDOW SIZE/DIMS
13
'
-
0
"
2' - 0"
LIVING
ROOM
12" TRAY CLG.
REF.
SI
N
K
DW
RA
N
G
E
MW
H
O
O
D
PA
N
T
R
Y
2' - 3"2' - 6"2' - 0"3' - 0"
9' - 9"
1"
1'
-
0
"
1'
-
0
"
2'
-
0
"
2'
-
3
"
1"
2'
-
6
"
2'
-
6
"
3'
-
0
"
3'
-
0
"
1
1
/
2
"
13
'
-
5
1
/
2
"
2
1
/
2
"
1'
-
3
"
3'
-
0
"
3"
2'
-
0
"
3"
2 1/4"2' - 0"1' - 1 3/4"
3' - 4"
O.
H
.
C
.
O
.
H
.
C
.O.H.C.O.H.C. O.H.C. O.H.C.
6'
-
1
1
1
/
2
"
3' - 0"
1'
-
1
0
1
/
2
"
1' - 6"1' - 6"
5' - 1"
1/2"
1' - 0 1/4"2' - 11 1/2"1' - 0 1/4"
1/2"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A101
19-137.2
3-18-2021
MS
P
L
A
N
ML
K
C
VI
N
T
A
G
E
E
S
T
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SCALE: 1/4" = 1'-0"1 MAIN FLOOR- 1380 FLOOR PLAN
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 FIREPLACE OPTION
SCALE: 3/8" = 1'-0"4 TUSCANY KITCHEN
SCALE: 3/8" = 1'-0"5 TUSCANY BATH
SCALE: 3/8" = 1'-0"6 TUSCANY MASTER BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
S3
T5
CONCRETE - SLOPE TO GRADE AS REQ'D
L19'
-
1
1
/
8
"
T1
M2
M1
R1
C1
R1
T4
F1
F1
T1
M2
M1
T7
T4
F1
T7
T6
3525 CSMT
3525 FXD
T7
S4
T1
S4
T5
T2
4'
-
0
"
3'
-
4
"
R1
S1
T1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
T2
S3
S3T5
S3
S1
T1
T5
T2
R1
C1
M1
M1M2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
T1
S1
T5
T2
R1
F1
S4
C1
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
FIREPLACE OPTION B
TRANSOM WINDOWS
16
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A200
19-137.2
3-18-2021
MS
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SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S3 (BOARD AND BATTEN SIDING) VERTICAL SIDING AND HARDIE TRIM
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T6 5/4 X 7" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
1X3 BATTENS ON SMOOTH PANEL SIDING
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
B.O.F.
-4' -0"
8'
-
1
1
/
4
"
2"
11
7
/
8
"
8'
-
1
1
/
4
"
2"
11 1/4"TREATED STAINED TIMBER COLUMN
BUILT UP TRIM
FOUNDATION
WALL SEE
FOUNDATION
PLAN
STONE CAP
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
3/8" VENTED ALUMINUM
SOFFIT & FASCIA ON
2X4 LOOKOUTS @ 24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
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MAIN FLOOR
12
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T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"1 1/2"3' - 0"3' - 0"2' - 6"2' - 6"
11' - 1 1/2"
7'
-
6
"
9'
-
1
1
/
8
"
RANGE
MW HOOD
1'
-
4
9
/
1
6
"
2
9
/
1
6
"
3'
-
0
"
1'
-
6
"
3'
-
0
"
1"3' - 0 1/2"2 1/2"2' - 9"2' - 7"2' - 0 1/2"MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
REF.
2' - 6"2' - 0"3' - 0"
7' - 6"
2
9
/
1
6
"
3'
-
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"
1'
-
6
"
1
1
/
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"
2'
-
1
0
1
/
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"
7'
-
6
"
2' - 9"1' - 3"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
DW
1' - 3"3' - 0"
3"
2' - 0"
3"6' - 9"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
5' - 0"1/2"1/2"
5' - 1"
4"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
3' - 0"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
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19-137.2
3-18-2021
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DOOR SCHEDULE
Type To Room: Name
Door
CommentsWidth Height
2/10 X 6/8 BATH 2' - 10" 6' - 8"
1/4 x 6/8 BATH 1' - 4" 6' - 8"
7282 SLDR DINING 6' - 0" 6' - 10"
3/0 X 6/8 FOYER 3' - 0" 6' - 10"
2/10 X 6/8 FOYER 2' - 10" 6' - 8"
2/0 x 6/8 FOYER 2' - 0" 6' - 8"
2/10 X 6/8 GUEST BEDROOM 2' - 10" 6' - 8"
2/8 x 6/8 M. BATH 2' - 8" 6' - 8"
Interior - Double
Sliding Glass
Shower Door
M. BATH 5' - 0" 6' - 0"
2/8 x 6/8 M. CLOSET 2' - 8" 6' - 8"
3/0 x 6/8 MASTER BEDROOM 3' - 0" 6' - 8"
3/0 x 6/8 MECH. 3' - 0" 6' - 8"
3/0 x 6/8 MUD/LAUN. 3' - 0" 6' - 8"
3/0 x 6/8 PCKT MUD/LAUN. 3' - 0" 6' - 8"
2/8 x 6/8 MUD/LAUN. 2' - 8" 6' - 8"
16'-0" x 8'-0" TWO CAR GARAGE 16' - 0" 8' - 0"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL DOORS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING AND
CONSTRUCTION
WINDOW SCHEDULE
From Room: Name Type Comments
2929 TRSM
2959 CSMT E
2959 CSMT E
DINING 2929 TRSM
DINING 2959 CSMT E
DINING 3559 CSMT E
DINING 3559 CSMT E
GUEST BEDROOM 2959 CSMT E
GUEST BEDROOM 2959 CSMT E
GUEST BEDROOM 2959 CSMT E
GUEST BEDROOM 3525 FXD SMALL GABLE
M. BATH 2935 CSMT E3
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2959 CSMT E
MASTER BEDROOM 2959 CSMT E
MUD/LAUN. 2929 TRSM
TWO CAR GARAGE 3525 FXD GARAGE GABLE
Grand total: 19
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL WINDOWS PRIOR TO BIDDING AND CONSTRUCTION
NOTE: VERIFY FINISHES NOT SPECIFIED WITH GENERAL
CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION
NOTE: GLASS SHOWER DOORS NOT INCLUDED IN SCHEDULE
SCALE: 1/2" = 1'-0"4 TYP. COLUMN
ROOM FINISH SCHEDULE- OVERALL
ROOM NO ROOM NAME AREA FLOOR BASE
WALLS CEILING
NOTESN E S W FINISH HEIGHT
1 GUEST BEDROOM 131 SF CARPET
2 BATH 53 SF LVT
3 MASTER BEDROOM 151 SF CARPET
4 MUD/LAUN. 87 SF LVP
5 TWO CAR GARAGE 522 SF CONCRETE
6 M. BATH 92 SF LVT
7 M. CLOSET 53 SF CARPET
8 KITCHEN 136 SF LVP
9 DINING 367 SF LVP
10 PANTRY Not Placed LVP
11 GUEST CLOSET 26 SF CARPET
13 LOFT 623 SF
14 FOYER 92 SF LVP
15 LIVING ROOM Redundant
Room
LVP
16 MECH. 55 SF CONCRETE
17 CL 6 SF LVP
18 LIN. CLO. 5 SF LVT
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL FINISHES PRIOR TO BIDDING AND CONSTRUCTION
SCALE: 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 KITCHEN ELEVATION 1
SCALE: 1/4" = 1'-0"6 KITCHEN ELEVATION 2
SCALE: 1/4" = 1'-0"7 KITCHEN ELEVATION 3
SCALE: 1/4" = 1'-0"8 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"9 BATH ELEVATION
SCALE: 1" = 1'-0"10 TERMITE GUARD
GENERAL NOTES
B. Submit floor truss layouts showing beam locations, joist layout,
locations of continuous duct chases, and maximum duct size in each chase. Allow
designer five days for complete review.
lumber package. Allow designer five days for complete review.
manufacturer for review prior to ordering roof trusses and/or roof
A. Submit roof truss and/or rafter layout plan as completed by the
12. SUBMITTALS
8. DOORS AND WINDOWS
A. Exterior doors shall be selected by the Owner.
B. House-to-garage doors shall be fire rated doors approved by governing
codes. Face design to be selected by the Owner.
C. Interior doors shall be selected by the Owner.
D. Exterior windows by Pella Corp as selected by owner.
E. Glazing in all doors and windows shall comply with governing codes.
F. Install egress window units in accordance with governing codes.
G. Door and window sizes indicated or drawings are as follows: "3/0x6/8"
represents a door or window 3'-0" wide x 6'-8" high. Jamb depth to be
coordinated by the Contractor.
H. Finish hardware shall be selected by the owner. Install hardware in
accordance with governing codes.
9. FINISHES
A. Gypsum wallboard, unless noted otherwise, shall be provided as follows:
1. Exterior walls: One layer 1/2" regular wallboard to interior face.
2. Interior walls: One layer 1/2" regular wallboard each face.
3. Ceiling: One layer 5/8" regular wallboard.
4. Garage/House common wall: One layer 5/8" type "X" wallboard each
face.
5. Baths: Water resistant wallboard at all walls and ceilings surrounding tubs
and showers and as required by governing codes. Provide cement board
as substrate for ceramic tile.
B. Provide metal corner bead and trim at all locations recommended by the
gypsum wallboard manufacturer.
C. Tape, float, and sand joints and fasteners of gypsum wallboard with three
coats of joint compound as required to obtain a uniformly smooth surface.
D. Finishes shall be selected by the Owner.
10. PLUMBING, MECHANICAL, AND ELECTRICAL
A. Plumbing, mechanical, and electrical information and layouts shown on the
Drawings is schematic in design, and shall be reviewed by sub-contractors,
suppliers, and building officials for compliance with governing codes and
good common construction practices. The Architect shall be notified by the
Contractor of any discrepancies prior to construction.
B. Plumbing, mechanical, and electrical equipment shall be selected by the
Owner.
C. Design and installation of plumbing, mechanical, and electrical equipment
shall be the responsibility of the appropriate licensed contractors and sub-
contractors. Design shall be submitted for owner's review prior to ordering
D. Service panels shall be selected by the electrical sub-contractor.
E. All HVAC equipment shall be individually switched.
F. All outdoor, bath, and garage and spa wall receptacles shall be provided with
ground fault circuit protection in accordance with governing codes.
G. Dryer vents shall be extended to the exterior.
H. Provide plumbing vents in accordance with governing codes. Minimize
number and locate for minimal visual impact.
I. Install type and number of smoke detectors in accordance with governing
codes & UL217.
J. Connect water, gas, and electric services in accordance with governing codes.
11. MISCELLANEOUS
and installation of equipment.
exterior walls install plates over foam sill sealer.
C. Unless noted otherwise, all slabs on grade shall be 4" thick, reinforced with
6x6 W1.4xW1.4 W.W.M., and placed over 4" minimum compacted sand or
gravel fill. Interior slabs shall be placed over 6 mil. Stabilized polyethylene
vapor barrier. Coordinate with radon removal procedures.
D. Footing sizes shown are typical only for stated soil pressure and consistent
compaction. Contractor shall be responsible for footings complying with
A. Adhered masonry flashing must be installed at wall penetrations and terminations
integrated with the WRB properly (when used), and installed in accordance with the
to ensure a consistent overall project color on the wall.
C. Install in accordance with manufacturer's installation instructions. Visit this page for
http://ncmabr.org/pdfs/masterlibrary/MVMA%20Installation%20Guide%204th%20Edition%20web.pdf
Consult manufacturer for proper installation instructions.
modified mortar meeting ANSI A118.4 OR ANSI 118.15.
F. Touch-up, repair or replace damaged stone before completion of project.
A. All structural steel shall comply with appropriate ASTM Specifications as
follows: ASTM A36, ASTM A53, ASTM A501, ASTM A307, and ASTM
A. Lumber shall, in addition to complying with governing codes, comply with:
1. "Product Use Manual" of the Western Wood Products Association for
selection and use of products included in that manual.
2. "Plywood Specification and Grade Guide" of the American Plywood
3. "Standard Specifications for Grades of California Redwood Lumber" of
4. American Wood Preservers Association standards and recommendations
for fire-retardate and preservative pressure treated lumber and plywood.
5. Western Red Cedar Lumber Association standards and recommendations
the Redwood Inspection Bureau for Redwood.
for cedar.
Association.
D. Application details and mortar recommendations may vary depending on the stone style.
E. All dry-stacked and large format standard stones must be applied using a polymer -
5. METALS
A325.
6. WOOD AND PLASTICS
the design requirements of specific soil conditions.
of the stone veneer. Assure that all flashing and kickouts are corrosion resistant,
local building code requirements.
B. Product should be pulled from a variety of boxes and blended on site during intalllation
installation instructions:
4. MASONRY
Install skylights according to the manufactures' recommendations.
I. Install water and ice barrier (Bituthene or equal) over roof sheathing at all
eaves and valleys. water & ice barrier to extend 24" past outside face of
L. Provide 2" nominal pressure treated lumber over foam sill sealer
beneath full bearing of wood beams bearing on concrete or
7. THERMAL AND MOISTURE PROTECTION
A. Provide thermal building insulation at assemblies adjacent to exterior or
unheated spaces meeting the requirements of governing codes and, unless
noted otherwise, meeting the following minimum requirements:
1. Foundations: 1 1/2"extruded polystyrene (R-10)
2. Walls: glass fiber batt (R-20) U.N.O.
3. Floors: glass fiber batt (R-30) -for floors over unconditioned space or exterior
4. Ceilings: glass fiber batt (R-49)
5. Install continuous blankets without holes for electrical boxes, lighting
fixtures, or heating ductwork.
B. Install 6 mil. stabilized polyethylene vapor barrier against interior face of all
C. Waterproof foundation walls at excavated areas from footing to finished grade
with two coats of asphalt based waterproofing compound for full basements.
D. Roofing shall be 240 lb. (minimum) composition shingles installed over 15 lb.
roof felt on roof sheathing. Minimum slope, fasteners, under layment, and
exposure according to manufacturers' recommendations.
E. Provide flashing and sheet metal required to prevent penetration of water
through the exterior shell of the building. In addition to complying with
governing codes, comply with pertinent recommendations contained in the
current edition of "Architectural Sheet Metal Manual" published by SMCNA.
All iron sheet metal flashing shall be hot-dipped galvanized complying with
F. Provide gutters and downspouts to provide positive roof and site drainage.
G. Provide attic and roof ventilation as required by governing codes and as
shown on the Drawings. Provide appropriate soffit and roof vents.
H. Skylights shall be selected by the Contractor and approved by the owner.
ASTM A93.
thermal insulation.
masonry.
1. Before final Drawings and Specifications are issued for construction, they
shall be submitted to all governing building agencies to insure their
compliance with all applicable local and national codes. If code
discrepancies in Drawings and/or Specifications appear, the Architect
shall be notified of such discrepancies in writing by the Contractor or
building official, and allowed to alter the drawings and specifications so as
to comply with governing codes before construction begins.
2. Upon written receipt of approval from the governing official, approved
final Drawings and Specifications shall be submitted to the Contractor by
3. If code discrepancies are discovered during the construction process, the
Architect shall be notified and allowed ample time to remedy said
4. All work performed shall comply with all applicable local, state and
national building codes, ordinances and regulations, and all other
B. All contractors, suppliers, and fabricators shall be responsible for the
content of the Drawings, and for the supply and design of appropriate
C. All manufactured articles, materials, and equipment shall be handled, applied,
installed, erected, used, cleaned, and conditioned in strict accordance with the
D. All alternates are at the option of the Owner and shall be at the Owner's
request, constructed in addition to or in lieu of the typical construction, as
dead load 15psf (10 psf top, 5psf bottom)
dead load 15psf (10 psf top, 5psf bottom)
5. Prior to start of construction, verify design loads with governing codes and
site conditions. Check with local building agencies for wind, seismic,
snow and other special loading conditions. If discrepancies are
discovered, Architect shall be notified according to Section 1.A.1 above.
A. Perform excavation, according to good common construction practices, to the
lines, grades, and elevations indicated on the Drawings.
B. Provide consistent compaction of the top 8" of sub-grade, fill, and backfill
material beneath structures, walks, and pavements to meet the stated soil
C. Provide soil poisoning to control termites as required by governing codes.
D. Provide and install ventilation for Radon Gas as required by local building
A. Provide concrete complying with ASTM C94. Unless otherwise noted,
concrete shall have the following 28 day compressive strengths as minimums:
2. Concrete floor slabs, walks, drives, and patios: 3,500psi
3. Provide construction joints so panel size does not exceed 400sf.
B. Provide reinforcement of the size and spacing indicated on Drawings.
Reinforcing shall comply with the following minimums:
live load 60psf (maximum)
live load 40psf (maximum)
live load 30psf (maximum)
agencies and governing codes.
1. Concrete footings and foundations: 3,000psi
1. Bars: ASTM A615, grade 40, deformed bars.
2. Welded Wire Fabric: ASTM A185.
3. CONCRETE
2. SITE WORK
pressure.
materials and work performance.
manufacturers' requirements.
indicated on the Drawings.
3. Balconies and Decks:
4. Soil Pressure: 1500 psf (minimum)
2. Floor:
1. Roof:
E. Design Loads:
dead load 10psf
1. GENERAL REQUIREMENTS
authorities having jurisdiction.
discrepancies.
the Architect.
A. Codes:
drawings to designer for review prior to construction.
spacing of all trusses. Contractor to submit truss drawings and/or roof framing
b. Install joist and beam hangers capable of supporting the maximum
allowable load of joist or beam being supported.
C. Provide "Micro-Lam" glue laminated veneer lumber beams (manufactured by
Truss Joist Corporation) or equal, of the dimensions and number indicated on
the drawings. Provide exterior grade Micro Lams for deck framing and other
in strict accordance with manufacturers' recommendations.
a. Modulus of elasticity: 2,000,000 psi
b. Flexural (12" depth): 2,900 psi
c. Horizontal shear: 285 psi
D. Provide wood trusses able to sustain the stated loads for the spans, profiles,
and arrangement shown on the Drawings. Truss layout is schematic only.
Truss manufacturer and/or engineer shall be responsible for the design and
E. All roof trusses shall be installed with metal truss seats as specified by the
F. Unless noted otherwise, provide:
1. Double header joists and trimmers at all floor openings.
2. Double joists under all partitions parallel to joists.
3. Double 2x12 headers with 1/2 OSB between at all door and window
openings in 2x4 walls. Triple 2x10 headers with 1/2" OSB between at
all door and window openings at 2x6 walls.
4. For solid sawn joists, provide one row of 1x3 cross -bridging or metal bridging
G. Stud spacing at all exterior and bearing walls shall be 16" o.c. minimum.
H. Stud walls shall not exceed the following heights without continuous lateral
support perpendicular to the plane of the wall at the stated height or less.
Studs shall be continuous between points of lateral support.
I. Unless noted otherwise, rafters, ceiling joists, collar ties, and purlins shall be
sized and spaced in accordance with FHA requirements or governing codes,
J. Stair construction shall consist of (3)2x12 stringers, 5/4" or 2x thick tread and
3/4" thick risers or, shall be fabricated by component manufacturer.
K. All wood plates bearing on concrete or masonry shall be pressure treated. At
b. 2x6: 12'-0'
2. Non-bearing walls:
a. 2x4: 14'-0"
b. 2x6: 20'-0"
whichever is more restrictive.
1. Bearing walls:
a. 2x4: 10'-0"
for each 8'-0" of joist span.
d. Bearing: 550 psi
truss manufacturer.
1. Allowable stresses:
B. Provide lumber and materials meeting or exceeding the following standards of
a. Studs: Douglas Fir-Larch, Stud Grade -or as approved by building code.
b. Headers and Beams: Douglas Fir -Larch, No. 2 and better -or as appoved
by building code.
2. All headers and beams shall be free from splits, checks, and shakes.
a. Roof: 1/2" OSB APA RATED SHEATHING, EXP 1.
b. Walls: 1/2" OR 7/16" OSB APA RATED SHEATHING, EXP 1.
c. Floor: 23/32" plywood APA RATED SHEATHING, EXP 1.
d. Proper oriented strand board may be substituted for plywood.
steel at exterior locations.
a. Steel items: Comply with ASTM A36; use galvanized
3. Sheathing:
(with clips)
(glue and nail)
4. Rough Hardware:
1. Framing Members:
quality:
Contractor to submit steel shop drawings to designer or a licensed structural
Construction and shall be detailed by a qualified structural steel detailer.
B. All steel connections shall be designed according to AISC Manual of Steel
engineer prior to steel erection.
C. Architect will not be responsible for any errors in the roof and/or floor
framing without the opportunity to review the roof and/or floor framing
layouts. Framing layouts, member sizes, and floor/roof penetrations indicated on
the drawings are for design intent only. Final layouts shall be the responsibility of
builder.
exterior applications. Unless noted otherwise, fasten multiple beams together
exterior wall below. And as shown on the roof plan.
A. This set of construction drawings is intended for design intent only. Although many
jurisdictions will accept these drawings as sufficient for a construction permit, these
drawings are not intended, and should not be construed, as a complete set of construction
drawings. These drawings will have to be adapted to meet local zoning and/or site
conditions and additional detailing will need to be completed on site by the builder.
B. Install prefabricated fireplace units as shown on Drawings.
1. Fireplace units shall be "Heat-N-Glo" or as approved by Owner.
2. Contractor shall be responsible for proper installation as recommended by the
manufacturer and as required by governing codes, including mantel and hearth design
and location.
C. Room sizes shown on the plans indicate room dimensions prior to installation of gypsum
wall board. Gypsum wall board thickness must be subtracted from room sizes indicated for
actual room dimensions and are subject to change.
2. Use exterior grade Micro-Lam in all areas subject to moisture.
3. Hearth shall be of non-combustible material.
E. All excavations located beneath interior floor slabs (including garage) shall be
inspected by a geotechnical engineer for bearing and the presence of unsuitable soils.
If unsuitable soils are identified, the contractor shall follow the recommendations of the
geotechnical engineer.
F. All excavations located beneath footings and foundations shall be inspected by a
geotechnical engineer for bearing and the presence of unsuitable soils. If unsuitable soils
are identified, the contractor shall follow the recommendations of the geotechnical engineer.
EARTH
RIGID INSULATION
CONCRETE BLOCK
CONCRETE
BRICK
PLYWOOD
STEEL OR STEEL STUD WALL
BATT INSULATION
GYPSUM BOARD
GRAVEL
WOOD OR WOOD STUD WALL
SOUND INSULATION IN WALL
MIN. (3) 2X SOLID BLOCKING
BEARING WALL
MATERIALS
ELEVATION DRAWING NUMBER
WALL TYPE
DECORATIVE COLUMN TYPE
SHEET NUMBER
SHEET NUMBER
SECTION DRAWING NUMBER
DETAIL DRAWING NUMBER
SHEET NUMBER
POINT LOAD FROM ABOVE
ELEVATION HEIGHT
ELEVATION TYPE
W2
C1
SYMBOLS
16
0
5
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(
5
1
5
)
9
6
5
-
5
3
3
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5
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A0
19-137.2
3-18-2021
MS
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SHEET LIST
Sheet Number Sheet Name
A0 TITLE SHEET
A100 FOUNDATION PLAN
A102 MAIN FLOOR PLAN
A200 ELEVATIONS
A201 DETAILS
AREA SCHEDULE
Level Name Area
MAIN FLOOR MAIN LEVEL 1769 SF
MAIN FLOOR GARAGE 555 SF
MAIN FLOOR: 2 2324 SF
Grand total: 2 2324 SF
NOTE:
THIS DRAWING IS AN ARTISTIC
INTERPRETATION OF THE GENERAL
APPEARANCE OF THE DESIGN.
IT IS NOT INTENDED TO BE AN
EXACT RENDITION.
MAIN FLOOR
0"
T.O.F.
-6"
B.O.F.
-4' -0"
W3W2W1
1' - 4"1' - 4"1' - 4"
NOTE:
-VERIFY ALL CHANGES IN WALL
ELEVATION ON SITE.
MAINTAIN 42" MINIMUM FROST
PROTECTION AT ALL TIMES
-NOT ALL WALL TYPES ARE USED
6"
3'
-
0
"
8"
8"
8"
8"
4'
-
0
"
8"8"
3'
-
6
"
VERIFY FOUNDATION HEIGHT
WITH GRADE (O.H.D.)
CF 16
1' - 4"
10
"
W4
1' - 4"
6"
3'
-
6
"
8"
8"
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W4
W4
W4W4
W2
W2
W2
8"
26' - 8" 2' - 4"
8"
30' - 4"11' - 8"
42' - 0"
13
'
-
2
"
12
'
-
8
"
38
'
-
1
0
"
5'
-
0
"
69
'
-
8
"
22' - 6" 1' - 6" 6' - 0" 12' - 0"
42' - 0"
3' - 10" 16' - 4" 2' - 4"
5'
-
0
"
2
2
'
-
8
"
42
'
-
0
"
69
'
-
8
"
2'
-
4
"
7
'
-
0
"
2
'
-
4
"
4
"
8"
40
'
-
8
"
26' - 8"
8"
22' - 8"
8"
17' - 4"
8"
8"
11
'
-
8
"
10
'
-
4
"
STEP DOWN FOOTING AT O.H.D.
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
STOOP
ABOVE
STOOP ABOVE
GARAGE ABOVE
W4
45.00°
NOTE:
BACKFILL ALL
EXCAVATIONS LOCATED
BENEATH FLOOR SLAB WITH
SAND OR OTHER
COMPACTIBLE MATERIAL
NOTE:
STEP FOOTINGS DOWN AS GRADE
REQUIRES. MAINTAIN MINIMUM FROST
PROTECTION AT ALL TIMES.
4
A201
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
TYPICAL CONCRETE SLAB CONST.
* 4" REINFORCED CONC. SLAB O/
* 6 MIL. POLY VAPOR BARRIER O/
* 4"MIN. COMPACTED GRAN. FILL
DOWEL
STOOP SLAB
TO
FOUNDATION
ELEVATION
CHANGE
DOWEL STOOP
SLAB TO
FOUNDATION
-VERIFY ALL CHANGES IN WALL ELEVATION ON SITE
-MAINTAIN 42" MINIMUM FROST PROTECTION AT ALL TIMES
POST
P20
FOOTING
F30
F24
CF16
1'-8''
2'-6''
2'-0''
1'-4''
DIA
2'-6''
2'-0''
CONT
4'-0''
1'-0''
1'-0''
10''
(2) #4 CONT.
#4 AT 12" O.C. E.W.
#4 AT 12" O.C. E.W.
(2) #4 CONT.
-NOT ALL TYPES ARE USED
F36 3'-0'' 3'-0'' 1'-0'' #4 AT 12" O.C. E.W.
16
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A100
19-137.2
3-18-2021
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SCALE: 1/4" = 1'-0"2 FOOTING LEGEND
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
FOUNDATION SCHEDULE
Type Mark
WALL FOOTING
CommentsWidth
Unconnected
Height Hotizontal Reinforcements
Vertical
Reinforcements Footing Width
Footing
Length Footing Depth Footing Reinforcing
W1 8" 3' - 6" #4 @ 24" O.C. #4 @ 20" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W2 8" 4' - 0" #4 @ TOP & BOT. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W3 8" 3' - 0" #4 @ 48" O.C. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
W4 8" 3' - 6" #4 @ 48" O.C. #4 @ 48" O.C. 1'-4" CONT. 8" (2) #4 CONT.
42' - 0"
24' - 0" 6' - 0" 12' - 0"
38
'
-
1
0
"
25
'
-
1
0
"
64
'
-
8
"
4'
-
6
"
6"
30' - 4"11' - 8"
42' - 0"
64
'
-
8
"
11'-1 1/8" CLG.
2/
1
0
x
6
/
8
2/10 x 6/8
5/0 x 6/8
2/4 x 6/8
3/
0
x
6
/
8
C
.
O
.
5/0 x 6/8 C.O.
3/
0
x
6
/
8
3/
0
x
6
/
8
12' - 0" 12' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0"
18
'
-
5
"
1
2
'
-
4
1
/
2
"
8
'
-
0
1
/
2
"
5
'
-
1
0
"
1
2
'
-
1
0
1
/
2
"
7
'
-
1
1
/
2
"
16' - 10" 3' - 8" 3' - 8" 3' - 8" 2' - 6" 5' - 6" 6' - 2"
6'
-
0
"
14
'
-
0
"
10
'
-
1
1
1
/
2
"
11
'
-
0
1
/
2
"
22
'
-
8
"
2/10 x 6/8
2/10 x 6/8
D.
2/10 x 6/8
ROOF TRUSS ABV.
@ 24" O.C.
R/SR/SR/
S
R/
S
O.H.C.
6"
6' - 9 1/2" 2' - 4 1/2" 3' - 10 1/2"
2' - 4"
25' - 7 1/2" 6"
6"
3'
-
5
"
4'
-
0
"
5'
-
9
"
12
'
-
4
1
/
2
"
5
1
/
2
"
7'
-
7
1
/
2
"
3
1
/
2
"
3'
-
1
"
4'
-
0
1
/
2
"
5
1
/
2
"
22
'
-
2
"
6"
6"
10
'
-
0
"
3'
-
2
"
12
'
-
4
1
/
2
"
4'
-
6
"
11
'
-
0
"
5
1
/
2
"
3/
0
x
6
/
8
C
.
O
.
6"
8' - 6" 4' - 6 1/2" 2' - 2" 25' - 9 1/2"
6"
LIVING
ROOM
DININGDEN
MASTER
BEDROOM
MUD/LAUN.
KITCHEN
PA
N
T
R
Y
TWO
CAR
GARAGE
FOYER
GUEST
BEDROOM
2959 CSMT
2965 CSMT
72
8
2
S
L
D
R
29
6
5
C
S
M
T
2947 CSMT2929 TRSM2929 TRSM2947 CSMT
2' - 0" 11' - 0" 2' - 0"
6"
1' - 2 1/2"5' - 0 1/2" 7' - 9 1/2" 15' - 3 1/2" 6"
29
3
5
C
S
M
T
29
2
9
T
R
S
M
29
3
5
C
S
M
T
29
3
5
C
S
M
T
W.C.
6"
11
'
-
1
0
"
2
'
-
6
1
/
2
"
5
'
-
1
0
"
2'
-
5
"
3-
3-
3-
3-
2-
D.T.D.
3' - 6"
G.T.A.
(2) 1 3/4 X 11 7/8 LVL HEADER
16/0 X 8/0 O.H.D.
LINE OF O.H.D. IN OPEN POSITION
NOTE:
WALLS AND CEILING
TO BE FINISHED W/
5/8" TYPE "X" FIRE
CODE GYPSUM BOARD
ATTIC ACCESS
PER CODE
W.
6080
RO
O
F
T
R
U
S
S
A
B
V
.
@
2
4
"
O
.
C
.
ROOF TRUSS ABV.
@ 24" O.C.
BEAM
ABOVE
MECH.
3/0 x 6/8F.D.
4
A201
6" 23' - 0"
6"
6' - 0"
6"
3' - 11 1/2" 7' - 0 1/2"
6"
M.BATH
3' - 6" 10' - 6 1/2"
2/10 x 6/82/
1
0
x
6
/
8
2/
4
x
6
/
8
NOTE:
DIMENSIONS AND ROOM SIZES ARE SHOWN FOR DESIGN PURPOSES ONLY.
DUE TO CONSTRUCTION MEANS, METHODS AND TOLERANCES, ROOM SIZES
ARE SUBECT TO CHANGE WITHOUT NOTICE.
11' - 0" 16' - 0"
REF
SI
N
K
RA
N
G
E
11'-1 1/8" CLG.
2/
1
0
x
6
/
8
COVERED PORCH
2' - 0"
60x32 TUB
4 SHELVES
BATH
2'
-
4
"
7
'
-
0
"
2
'
-
4
"
2' - 4"
BEAR TRUSSES ON THIS WALL
OPTIONAL 12" TRAY
12" TRAY CLG.
OPTIONAL POCKET
DOOR
FURN
WH
2
A201
Sim
3
A201
Sim
HB
HB
NICHE
11
'
-
0
"
A102
3
SH
E
L
V
E
S
2'
-
0
"
2' - 0"
2'
-
0
"
135.00°
SL
O
P
E
S
L
A
B
6
"
T
O
OV
E
R
H
E
A
D
D
O
O
R
0'-0"
-0'-2"
4-
29
2
9
T
R
S
M
CL 3
CL 2
CL 1
O.H.C
A102
5
15
'
-
2
1
/
2
"
A2017
5
D.W.
6
A201
8
A201
9
A201
LAV. LAV.
2'
-
0
"
2'
-
0
"
MW
H
O
O
D
A201
11
A201
(2) 1 3/4x11 7/8 LVL HDR
LAV.
M.
CLOSET
COVERED PORCH
14
CO
U
N
T
E
R
T
O
P
9'
-
7
"
3' - 11" 3' - 4"
3' - 10" 3' - 4"
5
3
/
8
"
/
1
2
"
5
3
/
8
"
/
1
2
"
6" / 12"
6" / 12"
RIDGE
RI
D
G
E
RI
D
G
E
RI
D
G
EVALLEYVALLEYVALLEYVALLEYROOF NOTES:
2' - 0" EAVE OVERHANG***
1' - 6" GABLE RAKES***
10:12 SLOPE SIDE TO SIDE
7:12 SLOPE FRONT TO BACK
***UNLESS NOTED OTHERWISE
PROVIDE RIDGE, HIP AND
SOFFIT VENTING TO COMPLY W/
GOVERNING CODES
SNOW AND ICE BARRIER ALONG
ALL EAVES & RAKES 2' - 0" PAST
OUTSIDE FACE OF FRAMING
(TYPICAL @ ALL EXTERIOR EAVES)
OUTSIDE FACE OF
FRAMING BELOW
2'
-
0
"
2' - 0"
2' - 0"
1'
-
6
"
1'
-
6
"
2'
-
0
"
2' - 0"
V ALLEY V
A
L
L
E
Y
V ALLE Y V
A
L
L
E
Y
RI
D
G
E
1' - 9"
1'
-
6
"
1'
-
6
"
10" / 12"10" / 12"
10" / 12"10" / 12"
10" / 12"10" / 12"
D.W.
O.H.C.
REF
RA
N
G
E
PA
N
T
R
Y
2/10 x 6/8
MUD/LAUN.
2/
1
0
x
6
/
8
3/0 x 6/8 3/
0
x
6
/
8
3/
0
x
6
/
8
C
.
O
.
KITCHENLO
C
K
E
R
O.H.C.
W.D.
A2017
5
6
O.H.C.
A201
MW
HO
O
D
A201
11
1 3/8"
3' - 0"
1 3/8"
3' - 3" 3' - 3"
1 3/8"
3' - 0"
1 3/8"
12' - 11 1/2"
1'
-
0
"
3' - 3" 3' - 3"
1 1/2"
3' - 0" 1 1/2"
9' - 9"
1'
-
3
"
2
'
-
6
1
/
2
"
1
'
-
3
"
1
"
5'
-
1
1
/
2
"
9'
-
7
"
1/
2
"
3'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1/
2
"
A201
12
O.H.C.O.H.C.O.H.C.
O.
H
.
C
.
O.
H
.
C
.
O.H.C.
MECH.
14
CO
U
N
T
E
R
T
O
P
3/4" 2' - 0"
1' - 3 1/4"
3' - 4"
D.W.
O.H.C.
REF
RA
N
G
E
D.W.
LO
C
K
E
R
2/
6
x
6
/
8
2/10 x 6/8
3/
0
x
6
/
8
3/
0
x
6
/
8
C
.
O
.
3/0 x 6/8
MECH.
O.
H
.
C
.
PANTRY
MUD/LAUN.
KITCHEN
O.H.C
A2017
5
6A20110
A201
11
MW
H
O
O
D
A201
O.
H
.
C
.
O.H.C
O.H.C. O.H.C.
2' - 6" 2' - 6"
5' - 0"
1'
-
0
"
1'
-
3
"
2
'
-
6
"
1
'
-
3
"
2
'
-
3
"
2
'
-
3
"
1/
2
"
3'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
6
"
1/
2
"
3/4" 2' - 0"1' - 3 1/4"
9'
-
7
"
3' - 4"
3' - 3" 3' - 3"
1 1/2"
3' - 0" 1 1/2"
9' - 9"
14
CO
U
N
T
E
R
T
O
P
OPT.
FP
3' - 1 1/2" 5' - 0" 3' - 8"
2'
-
0
"
1
3
'
-
2
1
/
2
"
2965 CSMT
29
2
9
T
R
S
M
4-
3-
LIVING
ROOM
1" 3' - 0" 1' - 3" 3' - 0" 1"
7' - 5"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
1' - 9" 1' - 9"
3' - 6"
1'
-
1
0
1
/
2
"
1'
-
1
0
1
/
2
"
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A102
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
VE
N
E
T
O
E
S
T
A
T
E
P
L
A
N
MA
I
N
F
L
O
O
R
P
L
A
N
SCALE: 1/4" = 1'-0"1 MAIN FLOOR
SCALE: 1/4" = 1'-0"2 ROOF PLAN
SCALE: 1/4" = 1'-0"3 KITCHEN/MUD - OPTION B
SCALE: 1/4" = 1'-0"4 KITCHEN/MUD - OPTION C
SCALE: 1/4" = 1'-0"5 FIREPLACE OPTION
SCALE: 1/4" = 1'-0"6 VENETO MASTER BATH
SCALE: 1/4" = 1'-0"7 VENETO BATH
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
F1
R1
S4
C1
M1
S1
L1
CONCRETE SLOPE TO GRADE
B3
T1
3535 CSMT
3535 CSMT
T4
T5
F1
M2
T5
T4
T7
T7
M1
M2
B3
B3
S4
T1
S4
T2
S1
S4
T7
16' - 10 5/8"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
F1
S1
C1
M1
T5
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
F1M2
R1
S1
F1
L1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
M1
F1
F1C1
M2
R1
F1
C1
M1
S1
T1
T2
HOLD ALL SIDING AND TRIM
MIN. 6" ABOVE GRADE
F1M2
T2T5
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
11
-
3
0
-
2
0
R
E
V
I
S
E
D
F
L
O
O
R
F
I
N
I
S
H
S
C
H
E
D
U
L
E
12
-
0
9
-
2
0
R
E
V
I
S
E
D
P
L
A
N
C
H
A
N
G
E
S
02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
A
T
I
O
N
S
03
-
1
8
-
2
1
O
W
N
E
R
R
E
Q
U
E
S
T
E
D
C
H
A
N
G
E
S
A200
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
T
A
G
E
E
S
T
A
T
E
S
-
N
O
R
T
H
L
I
B
E
R
T
Y
VE
N
E
T
O
E
S
T
A
T
E
P
L
A
N
EL
E
V
A
T
I
O
N
S
SCALE: 1/4" = 1'-0"1 FRONT
SCALE: 1/4" = 1'-0"2 BACK
SCALE: 1/8" = 1'-0"3 LEFT
SCALE: 1/8" = 1'-0"4 RIGHT
Keynote Legend
Key Value Keynote Text
B3 DECORATIVE BRACKET - FYPON BKT25X27
C1 COLUMN WRAP - OR - TRIM OUT COLUMN
F1 6" ALUMINUM FASCIA OR 6" ALUMINUM RAKE
L1 EXTERIOR WALL LIGHT
M1 MASONRY- CULTURED STONE
M2 MASONRY- STONE CAP
R1 LAMINATED ASPHALT ROOF SHINGLES
S1 (LAP SIDING) HARDIE-PLANK SIDING-7" MAX EXPOSURE
S4 (SHAKE SIDING)
T1 PAINTED HARDIE CORNER TRIM
T2 4" PAINTED TRIM
T4 6" OVER 8" PAINTED TRIM
T5 7" OVER 12" PAINTED TRIM
T7 4" TRIM AT WINDOWS ON FRONT ELEVATION ONLY
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
T.O.F.
-6"
SIMPSON POST STANDOFF
6X6 TRTD TIMBER POST
BLOCKING AS REQ'D
PAINTED COLUMN TRIM
3"
6"6"
THIN VENEER ADHERED MASONRY
FOUNDATION WALL- SEE
FOUNDATION PLAN
7"
2"
STONE CAP
SEE ROOF PLAN
36" PLASTIC ATTIC CHUTE
SNOW AND ICE BARRIER
EXTEND 24" PAST I.S. FACE
OF EXTERIOR WALLS
LAMINATED ASPHALT ROOF
SHINGLES ON 15# ROOF FELT ON
1/2" O.S.B. SHEATHING
MTL. DRIP
2X6 SUB-FASCIA
VENTED ALUMINUM SOFFIT &
FASCIA ON 2X4 LOOKOUTS @
24" O.C.
7" OVER 12" PAINTED TRIM
SEE ELEVATIONS FOR
SIDING MATERIAL
WEATHER RESISTANT
BARRIER OVER 1/2" O.S.B.
SHEATHING ON 2X6 WALL
STUDS @16" O.C.
R21 INSULATION
1/2" GYP. BD. ON
6MIL POLY VAPOR
BARRIER
FLASHING (ALL
HORIZ. JOINTS)
2X6 SILL PLATE "TRTD"
ON CLOSED CELL
FOAM SILL SEALER
R49 BLOWN INSULATION
12
SE
E
R
O
O
F
PL
A
N
MAIN FLOOR
12
"
E
N
E
R
G
Y
H
E
E
L
M
I
N
.
T.O.F.
0'-0"
0'-4"
FOUNDATION WALL-REFER TO PLAN
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
MAIN FLOOR PLT. HT.
9'-1 1/8"
HOLD ALL TRIM AND
SIDING MIN. 6" ABOVE
GRADE
9'
-
1
1
/
8
"
CONTINUOUS BEAD OF SEALANT
4"4"
4'
-
0
"
LINE OF GRADE (VARIES)
2"
4"
2' - 0"
HOLD ALL TRIM AND SIDING
MIN. 6" MIN. ABOVE GRADE
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
4"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
GARAGE SLAB
(SLOPE TO
OVERHEAD DOOR)
MAIN FLOOR
0'-0"
TYPICAL SLAB CONSTRUCTION
-4" REINFORCED CONCRETE SLAB
-6 MIL. POLY VAPOR BARRIER
-4" MIN. COMPACTED GRAN. FILL
CONTINUOUS BEAD OF SEALANT
4"4"
2"
2' - 0"2" RIGID INSULATION
VERIFY FLOORING
FINISH WITH
CONTRACTOR
ADA-COMPLIANT
THRESHOLD SET IN TWO
CONTINUOUS BEADS OF
SEALANT
4" CONCRETE
SLAB (SLOPE AWAY
FROM HOUSE)
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"1 1/2" 3' - 0"
1 1/2"
3' - 3" 3' - 3"
9' - 9"
2'
-
1
0
1
/
2
"
1
1
/
2
"
1'
-
6
"
3
'
-
0
"
6'
-
0
"
1
'
-
6
"
7'
-
6
"
REF
1 1/2" 3' - 0"
1 1/2"
3' - 3" 3' - 3"
9' - 9"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1/2" 3' - 0" 2' - 0" 3' - 0" 1' - 6" 1/2"
9' - 7"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
DW
WINDOWS BEYOND
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
PANTRY
MW HOOD
RANGE
1' - 3" 2' - 6 1/2"
1' - 3"
1"
5' - 1 1/2"
1' - 3" 2' - 6" 1' - 3" 1 1/4"
5' - 1 1/4"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
1"3' - 0"1' - 3"3' - 0"1"
7' - 5"
1
1
/
2
"
2'
-
1
0
1
/
2
"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
2'
-
1
0
1
/
2
"
1
1
/
2
"
4"
3' - 6"
3'
-
0
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MW HOOD
RANGE
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
1' - 3" 2' - 6" 1' - 3" 2' - 3" 2' - 3"
9' - 6"
1' - 3" 2' - 6 1/2"
1' - 3"2' - 3" 2' - 3"
9' - 6 1/2"
3'
-
0
"
1'
-
6
"
1
1
/
2
"
2'
-
1
0
1
/
2
"
7'
-
6
"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
W.D.
3'
-
0
"
4'
-
6
"
7'
-
6
"
2' - 6" 2' - 6"
5' - 0"
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
7'
-
6
"
3'
-
0
"
4'
-
6
"
1 3/8" 3' - 0" 1 3/8" 3' - 3" 3' - 3" 1 3/8" 3' - 0" 1 3/8"
12' - 11 1/2"
W.D.
MAIN FLOOR
0"
MAIN PLT. HT.
9' -1 1/8"
MAIN WIN. H.H.
6' -10"
3'
-
0
"
2'
-
1
0
1
/
2
"
1
1
/
2
"
7' - 6 1/2"
COUNTERTOP
16
0
5
N
.
A
N
K
E
N
Y
B
L
V
D
#
1
3
0
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
PH
O
N
E
:
(
5
1
5
)
9
6
5
-
5
3
3
6
FA
X
:
(
5
1
5
)
9
6
5
-
5
3
3
5
in
f
o
@
i
m
p
r
i
n
t
a
r
c
h
i
t
e
c
t
s
.
c
o
m
PR
O
J
E
C
T
:
DATE:
DR
A
W
N
B
Y
:
CH
K
'
D
BY
:
DA
T
E
:
I
S
S
U
E
D
F
O
R
:
11
-
2
3
-
2
0
F
O
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C
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I
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11
-
3
0
-
2
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R
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V
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D
F
L
O
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F
I
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I
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H
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12
-
0
9
-
2
0
R
E
V
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D
P
L
A
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C
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A
N
G
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02
-
0
9
-
2
1
C
A
S
E
W
O
R
K
E
L
E
V
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I
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03
-
1
8
-
2
1
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A201
19-137.2
3-18-2021
MS
P
L
A
N
LR
K
C
VI
N
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A
G
E
E
S
T
A
T
E
S
-
N
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I
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Y
VE
N
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SCALE: 1/2" = 1'-0"4 TYPICAL VENETO COLUMN
DOOR SCHEDULE
Level Mark Width Height Material Finish Comments
MAIN FLOOR FOYER - OPENING 0" 0"
MAIN FLOOR BATH 2' - 10" 6' - 8"
MAIN FLOOR DINING 6' - 0" 6' - 10"
MAIN FLOOR BEDROOM CL. 5' - 0" 6' - 8"
MAIN FLOOR BEDROOM 2' - 10" 6' - 8"
MAIN FLOOR LIVING ROOM - OPENING 0" 0"
MAIN FLOOR LINEN 2' - 4" 6' - 8"
T.O.F. GARAGE - OHD 16' - 0" 8' - 0"
MAIN FLOOR FOYER 5' - 2" 7' - 0"
MAIN FLOOR MUD 3' - 0" 6' - 8"
MAIN FLOOR MASTER BEDROOM 2' - 10" 6' - 8"
MAIN FLOOR MASTER BATH 2' - 10" 6' - 8"
MAIN FLOOR DEN 5' - 0" 6' - 8"
MAIN FLOOR KITCHEN - OPENING 0" 0"
MAIN FLOOR PANTRY 2' - 10" 6' - 8"
MAIN FLOOR MUD CL. 2' - 4" 6' - 8"
MAIN FLOOR MECH 3' - 0" 6' - 8"
MAIN FLOOR M. WIC 2 2' - 10" 6' - 8"
MAIN FLOOR TOILET 2' - 10" 6' - 8"
MAIN FLOOR M. WIC 3 2' - 10" 6' - 8"
MAIN FLOOR 655 5' - 0" 6' - 0"
MAIN FLOOR M. WIC 4 2' - 10" 6' - 8"
MAIN FLOOR M. WIC 5 2' - 6" 6' - 8"
WINDOW SCHEDULE
Mark Width Height Material Finish Comments
BATH 2' - 5" 2' - 11 1/16"
BEDROOM 1 2' - 5" 4' - 11 1/16"
BEDROOM 2 2' - 5" 4' - 11 1/16"
BEDROOM 3 2' - 5" 4' - 11 1/16"
DEN 1 2' - 5" 2' - 5 1/16"
DEN 2 2' - 5" 2' - 5 1/16"
DEN 3 2' - 5" 2' - 5 1/16"
GABLE 2' - 11" 2' - 11 1/16"
GARAGE GABLE 2' - 11" 2' - 11 1/16"
LAUNDRY 1 2' - 5" 2' - 11 1/16"
LAUNDRY 2 2' - 5" 2' - 11 1/16"
LAUNDRY 3 2' - 5" 2' - 5 1/16"
LAUNDRY 4 2' - 5" 2' - 5 1/16"
LAUNDRY 5 2' - 5" 2' - 5 1/16"
LIVING ROOM 1 2' - 5" 5' - 5 1/16"
LIVING ROOM 2 2' - 5" 5' - 5 1/16"
LIVING ROOM 3 2' - 5" 5' - 5 1/16"
LIVING ROOM 4 2' - 5" 2' - 5 1/16"
M. BATH 2' - 5" 2' - 11 1/16"
M. BEDROOM 1 2' - 5" 3' - 11 1/16"
M. BEDROOM 2 2' - 5" 2' - 5 1/16"
M. BEDROOM 3 2' - 5" 2' - 5 1/16"
M. BEDROOM 4 2' - 5" 3' - 11 1/16"
M. BEDROOM 5 2' - 5" 5' - 5 1/16"
M. BEDROOM 6 2' - 5" 5' - 5 1/16"
M. BEDROOM 7 2' - 5" 5' - 5 1/16"
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO BIDDING AND CONSTRUCTION.
VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING
AND CONSTRUCTION.
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL
CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO BIDDING AND CONSTRUCTION.
VERIFY FINISHES NOT SPECIFIED WITH GENERAL CONTRACTOR PRIOR TO BIDDING
AND CONSTRUCTION.
ROOM FINISH SCHEDULE-MAIN FLOOR
Level ROOM NO ROOM NAME AREA FLOOR BASE
WALLS
CEILING
CEILING
NOTESN E S W HEIGHT
MAIN FLOOR 030 LIVING ROOM 279 SF LVP
MAIN FLOOR 031 DINING 207 SF LVP
MAIN FLOOR 032 DEN 133 SF CARPET
MAIN FLOOR 033 MASTER BEDROOM 192 SF CARPET
MAIN FLOOR 036 MUD/LAUN. 67 SF LVP
MAIN FLOOR 037 KITCHEN 117 SF LVP
MAIN FLOOR 038 PANTRY 7 SF LVP
MAIN FLOOR 040 TWO CAR GARAGE 510 SF CONCRETE
MAIN FLOOR 041 FOYER 70 SF LVP
MAIN FLOOR 042 GUEST BEDROOM 137 SF CARPET
MAIN FLOOR 045 MECH. 57 SF CONCRETE
MAIN FLOOR 046 M.BATH 157 SF LVT
MAIN FLOOR 047 COVERED PORCH Not Enclosed
MAIN FLOOR 048 COVERED PORCH Not Enclosed
MAIN FLOOR 049 BATH 52 SF LVT
MAIN FLOOR 050 PANTRY 13 SF LVP
MAIN FLOOR 051 CL 3 15 SF CARPET
MAIN FLOOR 052 CL 2 8 SF LVP
MAIN FLOOR 053 CL 1 6 SF LVP
NOTE: THIS SCHEDULE IS PROVIDED FOR CONVENIENCE PURPOSES ONLY. GENERAL CONTRACTOR TO VERIFY ALL SCHEDULES PRIOR TO BIDDING AND CONSTRUCTION. VERIFY FINISHES NOT SPECIFIED WITH GENERAL
CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION.
SCALE: 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE WALL SECTION
SCALE: 1" = 1'-0"2 TYP. ZERO ENTRY DETAIL - GARAGE
SCALE: 1" = 1'-0"3 TYP. ZERO ENTRY DETAIL - STOOP
SCALE: 1/4" = 1'-0"5 BASE KITCHEN/OPTION B + C ELEV.
SCALE: 1/4" = 1'-0"6 KITCHEN ISLAND ELEV.
SCALE: 1/4" = 1'-0"7 BASE KITCHEN/OPTION B ELEV.
SCALE: 1/4" = 1'-0"8 MASTER BATH ELEVATION
SCALE: 1/4" = 1'-0"9 BATH ELEVATION
SCALE: 1/4" = 1'-0"10 KITCHEN ELEVATION - OPTION C
SCALE: 1/4" = 1'-0"11 LAUNDRY ELEVATION 1
SCALE: 1/4" = 1'-0"12 LAUNDRY ELEVATION - OPTION B
SCALE: 1" = 1'-0"13 TERMITE GUARD
SCALE: 1/4" = 1'-0"14 LAUNDRY ELEVATION 1
ABV.ABOVE
ACT ACOUSTIC CEILING TILE
ALUM. ALUMINUM
APP APPENDIX
AWN.AWNING
BRG.BEARING
BM.BEAM
CAB.CABINET
C.J.CONTROL JOINT
CLG.CEILING
C.M.U. CONCRETE MASONRY UNIT
COL.COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CPT.CARPET
CSMT CASEMENT
C.T.CERAMIC TILE
DBL DOUBLE
D.H.DOUBLE HUNG
DIA.DIAMETER
DIM.DIMENSION
DR.DOOR
D.S.DOWNSPOUT
D.W.DISHWASHER
EA.EACH
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EL.ELEVATION
EQ.EQUAL
EXT EXISTING
EXST.EXISTING
F.B.O.FURNISHED BY OWNER
F.D.FLOOR DRAIN
F.E.FIRE EXTINGUISHER
FLUOR FLUORESCENT
F.R.P.W. FIRE RETARDANT PLYWOOD
FTG.FOOTING
GALV. GALVANIZED
G.F.I.GROUND FAULT CIRCUIT INTERRUPTER
GL.GLASS
GYP. BD. GYPSUM BOARD
H.M.HOLLOW METAL
H.V.A.C. HEATING VENTILATING & AIR CONDITIONING
HORIZ. HORIZONTAL
INSUL. INSULATED/INSULATION
LAV.LAVATORY
MFR MANUFACTURER
M.C.MEDICINE CABINET
M.D.O. MEDIUM DENSITY OVERLAY
MTL.METAL
MIN.MINIMUM
N.T.S.NOT TO SCALE
O.C.ON CENTER
O.H.OVERHEAD
O.H.C. OVERHEAD CABINET
PED PEDESTAL
PNT PAINT
PL.PLATE
P. LAM PLASTIC LAMINATE
P.S.F.POUNDS PER SQUARE FOOT
R.D.ROOF DRAIN
REF.REFRIGERATOR
R.S.ROUGH SAWN
S.D.SMOKE DETECTOR
SH.SHELF
S.F.SQUARE FOOT
SL.GL.DR. SLIDING GLASS DOOR
SPR.SPRINKLER
TEMP. TEMPERED
THLD THRESHOLD
T.O.F.TOP OF FRAMING
TRT.TREATED
U.N.O. UNLESS NOTED OTHERWISE
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT.VERTICAL
W WIDE
W/WITH
W.C.WATER CLOSET
WD.WOOD
WDW.WINDOW
W.H.WATER HEATER
W.P.WEATHERPROOF
W.R.WATER RESISTANT
W.S.WIRE SHELF
ABBREVIATIONS
SECTION
DESTINATION
SHEET
NUMBER
DETAIL
NUMBER
SHEET
NUMBER
1STOREFRONT &
WINDOW TYPE
WALL TYPE
ELEVATION
HEIGHT
ELEVATION TYPE
SYMBOLS
1DOOR NUMBER
MATERIALS
RIGID
INSULATION
CONCRETE
EARTH
BRICK
CONCRETE
BLOCK
BATT INSULATION
GYPSUM BOARD
GRAVEL
STEEL OR STEEL
STUD WALL
PLYWOOD
WOOD OR WOOD
STUD WALL
SOUND
INSULATION
IN WALLP1A
ALL WORK SHALL COMPLY WITH APPLICABLE CODES, RULES, ORDINANCES, AND REGULATIONS IN FORCE AT TIME OF CONSTRUCTION AND REQUIRED BY THE LOCAL BUILDING AUTHORITIES. THE
GOVERNING CODE, RULES, ORDINANCES, AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS THE "CODE". THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS
HE MAY DISCOVER TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES, IF ANY, ARE TO BE REFERRED TO THE ARCHITECT
PRIOR TO START OF WORK.
DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL.
COORDINATE WITH DOOR HARDWARE.
CONTRACTORS SHALL CONSULT PLANS OF ALL TRADES FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO OPENINGS AND ROUGH-INS, ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS,
AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK.NO DEVIATION FROM THE STRUCTURAL, MEP AND
ANY OTHER DISCIPLINES' DESIGN WITHOUT WRITTEN APPROVAL OF THE APPLICABLE AUTHORITY TO DEVIATE FROM THE PLANS OR SPECIFICATIONS.
PROVIDE FIRE RESISTIVE CLOSURE, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, AT ALL GAPS AROUND THE PENETRATING DUCT, PIPES, CONDUITS, OR LIKE ITEMS, AT ALL
FIRE RATED BUILDING PARTITIONS AND CEILINGS. ANNULAR SPACE ASSOCIATED WITH NONCOMBUSTIBLE PENETRATING ITEMS SHALL BE FILLED WITH APPROVED NONCOMBUSTIBLE MATERIAL OR AN
APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM.
THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND EQUIPMENT, FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO PROCEEDING WITH WORK.
ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES
SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULE WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE.
REFER TO SPECIFICATIONS FOR ACCESS DOORS AND CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL
CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. OBTAIN ARCHITECT'S APPROVAL IN LOCATING ALL ACCESS DOORS PRIOR TO INSTALLATION.
CONTRACTOR SHALL COORDINATE WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS, INCLUDING STUB OUTS FOR NEW OR FUTURE
WORK INDICATED.
INTERIOR NONBEARING STUD PARTITIONS SHALL BE CONSTRUCTED PER WALL TYPES SCHEDULE FOR ALL WALLS EXCEPT AS SPECIFICALLY NOTED OR DIMENSIONED OTHERWISE.
PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN,PROVIDE JOINTING PLAN
ELECTRICAL OUTLETS AND COMMUNICATION RECEPTACLES SHOWN ON ARCHITECTURAL DRAWINGS DO NOT INCLUDE THE ENTIRE SCOPE OF WORK AND ARE SHOWN WHERE THERE MAY BE
COORDINATION ISSUES WITH OTHER WORK. FOR FURTHER CLARIFICATION, CONSULT ELECTRICAL DRAWINGS.
PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL ITEMS ATTACHED TO WALLS, INCLUDING OWNER FURNISHED ITEMS. THE FAIR HOUSING ACT REQUIRES ADDITIONAL BLOCKING IN WALLS
BEYOND THE STANDARD LOCATIONS OF GRAB BARS IN COMMERCIAL CONSTRUCTION. PROVIDE BLOCKING TO ACCOMMODATE THE FULL RANGE OF MOUNTING POSSIBILITIES. ALL CONCEALED WOOD
BLOCKING IN INTERIOR WALLS IS REQUIRED TO BE FIRE TREATED.
ALL GYPSUM BOARD TO BE 5/8" TYPE "X". USE WATER RESISTANT GYPSUM BOARD AT WET AREAS AND CEMENTITIOUS BACKER BOARD AT SHOWERS.
ALL PENETRATIONS AND JOINTS OF DRYWALL AT ACOUSTIC WALLS ARE TO BE ACOUSTICALLY SEALED.
DETAILS ARE USUALLY KEYED ONLY ONCE (ON PLANS OR ELEVATIONS WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT UNLESS NOTED OTHERWISE.
DRYWALL SUBCONTRACTOR IS REQUIRED TO REPAIR AND REFINISH ALL 'TO REMAIN' EXISTING CEILINGS AND WALLS WHICH MAY BE PENETRATED OR CUT AWAY FOR NEW MECHANICAL, ELECTRICAL,
PLUMBING, OR FIRE PROTECTION WORK.
ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS, NO SLIDING BOLTS, ETC.
EXISTING WALL CONSTRUCTION TO BE FIELD VERIFIED IN AFFECTED AREAS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE DEFINED IN THESE DOCUMENTS ARE TO BE BROUGHT
TO THE ARCHITECTS ATTENTION.
CONTRACTOR TO COORDINATE TIMING AND LOCATION OF TEMPORARY SEPARATION WALLS WITH OWNER.
LOCATION AND SIZING OF BLOCKING FOR ALL FIXTURES SHALL BE COORDINATED WITH INTERIOR DESIGNER.
READILY VISIBLE AND/OR TACTILE SIGNAGE SHALL BE PROVIDED AS REQUIRED FOR ADDRESS/SUITE; FIRE EXTINGUISHER CABINETS; STAIRS, EXITS AND EXIT ACCESS (INCLUDING OUTDOOR AREAS);
AND BATHROOMS.
AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, CORRIDORS, AND EXIT ACCESS STAIRWAYS AND RAMPS WHERE 2 OR MORE MEANS OF EGRESS ARE REQUIRED.
CONTRACTOR SHALL PROVIDE AND COORDINATE ALL REQUIRED FIRE PROTECTION DRAWINGS AND EQUIPMENT WITH THE FIRE MARSHALL.
GENERAL PROJECT NOTES:
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
PR
O
J
E
C
T
:
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
NOT FOR CONSTRUCTIONC:
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G000
19-137
----WA
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11/30/2021 MT KC
ARCHITECT:
1605 N. ANKENY BLVD, STE 130
ANKENY, IA 50023
CONTACT: KARL CHAMBERS
515-965-5336
OWNER:
IMPRINT ARCHITECTS
PROJECT:
WAUKEE, IA 50263
WAUKEE CLUBHOUSE
MECHANICAL ENGINEER:
2521 WASHINGTON STREET,
PELLA, IA 50219
CONTACT: RAY BISBEE
641-628-0073
EWING LAND DEVELOPMENT
ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:
--
TBD
--
TBD
4717 GRAND AVE,
DES MOINES, IA 50312
CONTACT: BRIAN THOMAS
515-277-0275
RAKER RHODES
KARL E
CHAMBERS
IOW A **
5486
A
R
C
HI
CTL
I
CENSED P R O F E SSI AL
ON
TE
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and responsible
charge. I am a duly licensed architect under the laws of the state of Iowa.
KARL E. CHAMBERS DATE:
Pages or sheets covered by this seal:
My license expiration date is : June 30, 2022
ARCHITECTURE
A000 ARCHITECTURAL GENERAL INFORMATION
A010 CODE PLANS REVIEW
A100 MAIN FLOOR PLAN
A101 MAIN FLOOR PLAN
A102 MAIN FLOOR PLAN
A103 MAIN FLOOR PLAN
A120 REFLECTED CEILING PLAN
A130 ROOF PLAN
A200 EXTERIOR ELEVATIONS
A300 BUILDING SECTIONS
A301 BUILDING SECTIONS
A310 WALL SECTIONS
A311 WALL SECTIONS
A312 WALL SECTIONS
A400 ENLARGED PLANS, ELEVATION, & SECTIONS
A401 ENLARGED PLANS, ELEVATION, & SECTIONS
A402 ENLARGED PLANS, ELEVATION, & SECTIONS
A500 DETAILS
A501 DETAILS
A600 DOOR & FRAME SCHEDULE
A900 FINISH FLOOR PLAN
SHEET LIST
NO.SHEET NAME
GENERAL
G000 COVER SHEET
G000,A000,A010,A100,A101,A102,A103,A120,A130,A200,A300,A301,A310,A311,A312,
A400,A401,A402,A500,A501,A600,A900
STRUCTURAL
S001
S101
S201
S301
S401
STRUCTURAL NOTES
FOUNDATION PLAN
FOUNDATION DETAILS
FRAMING PLAN
FRAMING DETAILS
42"18"
60"
56
"
CLEAR
FLOOR AREA
TO
P
O
F
B
A
R
33
"
-
3
6
"
MIN.
24"
MIN.
12"
36" MIN.
12" MAX.42" MIN.
54" MIN.
48
"
M
A
X
.
15
"
M
I
N
.
CL
7"-9"
MI
N
.
18
"
40
1
/
4
"
39"-41"
MIN.
24"
Y
NOTE:Y = 48 IN. MIN. W/O CLOSER
Y = 54 IN. MIN. W/ CLOSER
MIN.
24"
Y
NOTE:Y = 42 IN. MIN. W/O CLOSER
Y = 48 IN. MIN. W/ CLOSER
PULL SIDE
PUSH SIDE
MIN.
X
Y
NOTE:X = 36 IN. MIN. WHEN Y ≥60 IN.
X = 42 IN. MIN.
WHEN Y ≥54 IN., BUT < 60
IN.
Y
NOTE:Y = 42 IN. MIN.
Y = 48 IN. MIN. W/ CLOSER &
LATCH
PULL SIDE
PUSH SIDE
MIN.
22"
MIN.
18"
60
"
M
I
N
.
MIN.
12"
48
"
M
I
N
.
NOTE:12" SIDE CLEARANCE REQUIRED
WHEN DOOR EQUIPED WITH
BOTH CLOSER & LATCH
PULL SIDE
PUSH SIDE
MIN.
18"
MIN.
18"
FACE OF SIGNAGE
AREA OF
REFUGE
AREA OF
REFUGE
48" MIN.
60" MAX.
**TACTILE LETTERS 5/8" MINIMUM IN HEIGHT
CLEAR
48" MIN.
CLEAR
30" MIN.
TO FINISHED SURFACE
15" MIN.
TO RIM
34" MAX.
40" MAX.
34" MAX.
17" MIN.
6" MAX.
8" MIN.
CLEAR AREA
9" MIN.
17"-19"
CLEAR
48" MIN.
CLEAR
30" MIN.6" MAX.8" MIN.
27" MIN.
TO BUBBLER
36" MAX
17"-19"
X > 27"
4" MAX.
X ≥ 80"
27" MAX.CLEARANCE
X < 80"
15" MIN.
48" MAX.
CLEAR FLOOR AREA
48"
CLEAR FLOOR AREA
30"
20" MAX.
48" MAX.
>20"-25" MAX.
44" MAX.
27" MIN.
28"-34"
27" MAX.
28"-34"
MAX.
10"
15" MIN.
48" MAX.
MAX.
10"
34" MAX.
48" MAX.
10"-24" MAX.
34" MAX.
46" MAX.
CLEAR FLOOR AREA
30"
MAX.
10"
CLEAR FLOOR AREA
48"
SE
A
T
WA
L
L
CO
N
T
R
O
L
W
A
L
L
MAX.
18"
GRAB BAR
4" MAX.
SHOWER HEAD
36" INSIDE FACE OF FINISH36
"
x
4
8
"
C
L
E
A
R
36" INSIDE FACE OF FINISH
30"
TYPICAL
60"
CO
N
T
R
O
L
W
A
L
L
BACK WALL
HE
A
D
EN
D
WA
L
L
MIN.
12"
MIN.
24"
MAX.
12"
MIN.
24"
MAX.
24"
GRAB BARGRAB BAR
30"
LENGTH OF TUB + SEAT + 12"
SE
A
T
12"CO
N
T
R
O
L
W
A
L
L
BACK WALL
HE
A
D
EN
D
WA
L
L
12"15"
24"
GRAB BAR
42" GRAB BAR
10"46"
8"
30"
28"4"
8"
30"
24" GRAB BAR
30"
8"
TUB
DEPTH OF
6"6"
6"
38"
30"
8"
TUB
DEPTH OF
30"
8"
SHOWER
DEPTH OF
8"
30"
SHOWER
LENGTH OF
8"
6"
24"
SHOWER
DEPTH OF
33"-36"
8"-10"
MAX.
12"
MAX.
15"
THIS DATA IS PROVIDED AS AN ADDITIONAL RESOURCE TO THE TEAM OF OWNER, CLIENT, ARCHITECT, ENGINEER, AND SPECIFICALLY,
CONTRACTOR. THIS IS A TOOL TO APPRISE ALL PARTIES OF GENERAL ACCESSIBLE CONDITIONS AS PUBLISHED PER THE "ICC ANSI
A117.1-2009 ACCESSIBILE AND USABLE BUILDINGS AND FACILITIES". THE DIAGRAMS ARE VERBATIM DUPLICATIONS OF THE STANDARDS
AND ARE NOT INDICATIVE OF ALL CONDITIONS AND CERTAINLY DO NOT FULLY REPRESENT THE ENTIRETY OF THE WRITTEN
GUIDELINES AS CONTAINED IN THE STANDARDS. THIS DATA IS IN SUPPORT OF GENERAL ARCHITECTURAL AND ENGINEERING
DOCUMENTATION, WHICH IS INTENDED TO BE CONSISTENT WITH ACCESSIBLE CONDITIONS. THIS DATA IS PROVIDED TO ACT AS AN
ADDED SAFEGUARD TO FULLY FAMILIARIZE THE TEAM WITH EXPECTATIONS ASSOCIATED WITH THE 2009 ANSI STANDARDS AND TO
ASSIST THE TEAM IN ACHIEVING FULLY ACCESSIBLE CONDITIONS AS REQUIRED BY CIVIL LAW. WE ENCOURAGE THE DETAILED REVIEW
BY OWNER AND CONTRACTOR.
2009 ANSI A117.1 STANDARDS GENERAL NOTES:
MAX.
1/2"MAX.
1/4"
1/4"
1/4" MAX.MAX.
1/2"
2
1
MAX.
1/2"
2
1
1/4"-1/2"
36" MIN.
X > 24"
X > 15"
60" MIN.
9"
MAX.
6"
30" MIN.
17"-25"
ELEVATION PLAN
27" MIN.
8" MIN.
9" MIN.
11" MIN.
25" MAX.
30" MIN.
ELEVATION PLAN
42" MIN.
X < 48"
42" MIN.36" MIN.
X < 48"
36" MIN.
48"60"
180° TURN 180° TURN (EXCEPTION)
18" RECOMMENDED
15" MIN.
45" RECOMMENDED
48" MAX.
ENVIRONMENTAL CONTROLS
SUCH AS, BUT NOT LIMITED TO,
THERMOSTATS AND OTHER
HEATING, AIR-CONDITIONING,
AND OTHER MECHANISMS MUST
BE POSITIONED IN ACCESSIBLE
LOCATIONS.
1/2"
1/4"
5"
1.SIGNAGE PROPORTION: LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN
3:5 AND 1:1 AND A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.
2.CHARACTER HEIGHT: CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING
DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X.
LOWER CASE CHARACTERS ARE PERMITTED. 3 INCH MININUM HEIGHT.
3.RAISED AND BRAILLED CHARACTER AND PICTORIAL SYMBOL SIGNS: LETTERS AND NUMERALS SHALL BE
RAISED 1/32 INCH IN UPPER CASE SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH
GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8 INCH HIGH, BUT NO HIGHER THAN 2 INCHES.
PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW
THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 INCHES MINIMUM IN HEIGHT.
4.FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR
OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND -
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
5.MOUNTING LOCATION AND HEIGHT: WHERE PERMANENT INDENTIFICATION IS PROVIDED FOR ROOMS AND
SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE
THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS
SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE
FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT
A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR
STANDING WITHIN THE SWING OF A DOOR.
SIGNAGE GENERAL NOTES:
MIN.
18"
3"-6"
33"-36"8"-10"
MAX.
24"
MIN.
24"12" MAX.
1.BATHTUB SEAT: AN IN-TUB SEAT OR A SEAT AT THE HEAD OF THE TUB SHALL BE PROVIDED AS SHOWN ABOVE.
SEATS SHALL BE MOUNTED SECURELY AND SHALL NOT SLIP DURING USE.
2.SHOWER UNIT: A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60 INCHES LONG THAT CAN BE USED BOTH AS A
FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED.
3.BATHTUB ENCLOSURES: IF PROVIDED, ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS OR
TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO TUBS. ENCLOSURES ON BATHTUBS SHALL
NOT HAVE TRACKS MOUNTED ON THEIR BATHTUB RIMS. (BATHTUB RIMS SHALL BE 17 INCHES TO 19 INCHES
MEASURED FROM FLOOR TO TOP OF RIM.)
BATHTUB GENERAL NOTES:
CL
LOCATION
OF TUB
CONTROLS
36"
MIN.
16"
27" MAX.
ABOVE GRAB BAR
48" MAX.
WITH SEAT
CL
33"-36"
38" MIN.
48" MAX.
15" MAX.15" MAX.
MAX.
27"
38" MIN.
48" MAX.
38" MIN.
48" MAX.
15" MAX.
60"
30"
INSIDE FACE OF FINISH
30" MIN.
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60" MIN.
6" MAX.
6" MAX.IF NO SEAT PROVIDED
6" MAX.
GRAB BARS
36"
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60" MIN.
6" MAX.
6" MAX.
6" MAX.
24"-36"
MIN.
36"
60" MIN.
1.THRESHOLDS: THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH MAXIMUM IN HEIGHT IN ACCORDANCE
WITH ANSI SECTION 303. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2 INCH MAXIMUM IN HEIGHT SHALL BE
BEVELED, ROUNDED, OR VERTICAL.
2.FLOOR SLOPE: THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 1/4 INCH PER FOOT IN ANY DIRECTION. WHERE DRAINS ARE
PROVIDED, GRATE OPENINGS SHALL BE A MAXIMUM OF 1/4 INCH AND LOCATED FLUSH WITH THE FLOOR SURFACE.
3.ENCLOSURES: IF PROVIDED, ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER
FROM WHEELCHAIRS ONTO SHOWER SEATS.
SHOWER STALLS GENERAL NOTES:
60" MIN.
60" MIN.
84 1/2" MIN.
60" MIN.
WIDTH
DOOR
60" MIN.
MIN.
18"
MIN.
18"
MIN.
18"
12" MIN.
48" MIN.
12" MIN.*
*PROVIDE 12" CLEARANCE
IF DOORS EQUIPED WITH
BOTH LATCH & CLOSER.4 8" M IN.
DOOR WIDTH PLUS 42"
*
*24" MINIMUM EXTERIOR & 18"
MINIMUM INTERIOR BEYOND
STRIKE EDGE OF A GATE OR
DOOR ON THE SIDE TOWARD
WHICH IT SWINGS.
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
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CLEAR FLOOR SPACE AT
WATER CLOSETS
GRAB BARS & TOILET
TISSUE DISPENSERS AT
WATER CLOSETS
404.2.4.1 - MANEUVERING CLEARANCES AT DOORS
703.4.2 - LOCATION OF
TACTILE SIGNS AT DOORS
703.4.1 - LOCATION OF
TACTILE CHARACTERS
A.F.F.
606 - LAVATORIES & SINKS CLEARANCES
DRINKING FOUNTAIN/WATER
COOLER CLEARANCES
307.2 WALL PROTRUSION &
CEILING CLEARANCES
307.4 HEAD CLEARANCE
308.2.1 FORWARD READ308.2.2 FORWARD REACH @ COUNTER308.3.1 SIDE REACH LIMITS
608.2.1 - TRANSFER TYPE
SHOWER
607.4.2 - BATHTUB WITHOUT SEAT607.4.1 - BATHTUB WITH SEAT
WATER CLOSET - FRONT WATER CLOSET - SIDE TUB - CONTROL WALL TUB - BACK WALL TUB - SIDE WALL SHOWER - CONTROL WALL SHOWER - BACK WALL SHOWER - SEAT WALL
GRAB BAR
REINFORCING
607 -CLEARANCES FOR BATHTUBS
SIGNAGE REQUIREMENTS
302.2 CARPET PILE HEIGHT 303.2 VERTICAL CHANGE IN LEVEL 303.3 BEVELED CHANGES IN LEVEL
302 & 303 -FLOOR SURFACES & CHANGES IN LEVEL
305.7 MANUVERING CLEARANCE IN AN ALCOVE
306.2 TOE CLEARANCE
306.3 KNEE CLEARANCE
403.5.1 CLEAR WIDTH AT 180° TURN
OUTLET, CONTROLS &
SWITCH HEIGHT
EXTERIOR DOOR THRESHOLD
EXPOSED PIPES & SURFACES:
WATER SUPPLY AND DRAIN PIPES
UNDER LAVATORIES AND SINKS
SHALL BE INSULATED OR
OTHERWISE PROTECTED AGAINST
CONTACT. THERE SHALL BE NO
SHARP OR ABRASIVE SURFACES
UNDER LAVATORIES AND SINKS.
607.5 LOCATION OF
BATHTUB CONTROLS
608.4.2 STANDARD
ROLL-IN-TYPE SHOWER
CONTROL
608.4.3 ALT. ROLL-IN-TYPE
SHOWER CONTROL BACK
WALL
608.4.3 ALT. ROLL-IN-TYPE
SHOWER CONTROL SIDE
WALL
608.4.1 TRANSFER-TYPE
SHOWER CONTROLS
608.2.2 STANDARD
ROLL-IN-TYPE SHOWER
608.2.3 ALTERNATE
ROLL-IN-TYPE SHOWER
404.2.5 TWO DOORS IN A SERIES
NOT FOR CONSTRUCTION
REF.
BUILDING CODE ANALYSIS - 2018 IBC
PROJECT DESCRIPTION:
6,554 SF NEW CONSTRUCTION OF A ONE STORY ASSEMBLY AND BUSINESS SPACE
BUILDING MATERIAL: CEMENT BOARD SIDING ON WOOD STUD WALLS WITH BATT INSULATION
CHAPTER 3 -USE AND OCCUPANCY CLASSIFICATION:
OCCUPANCY TYPE: MIXED USE, RUN AS NON-SEPARATED MOST RESTRICTIVE = A-3
A-3 ASSEMBLY
B BUSINESS
CHAPTER 4 -SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
N/A
CHAPTER 5 -GENERAL BUILDING HEIGHTS AND AREAS
ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE PER TABLE 504.3
-CONSTRUCTION TYPE V-B NON SPRINKLERED
ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE 504.4
OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION ACTUAL
TYPE V-B = 1 STORY
CHAPTER 6 -TYPES OF CONSTRUCTION
General per Sec. 601
- FIRE-RESISTANT RATING REQUIREMENT FOR BUILDING ELEMENTS (HOURS) PER TABLE 601:
CONSTRUCTION TYPE: TYPE V-B
BUILDING ELEMENT RATING -HOURS
PRIMARY STRUCTURAL FRAME 0
BEARING WALLS EXTERIOR
BEARING WALL INTERIOR
NON BEARING WALLS EXTERIOR
NON BEARING WALLS INTERIOR
FLOOR CONSTRUCTION
ROOF CONSTRUCTION
CONSTRUCTION CLASSIFICATION SECTION 602
- FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE ARE AS
FOLLOW PER TABLE 602:
BUILDING SEPARATION
FIRE SEPARATION DISTANCE
1HR5 < X < 10
CHAPTER 7 -FIRE AND SMOKE PROTECTION FEATURES
-MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
PROTECTION. TABLE 705.8
MAXIMUM AREA OF EXTERIOR WALL OPENING
FIRE SEPARATION DISTANCE DEGREE OF OPENING PROTECTION ALLOWABLE AREA
5 < X < 10 UNPROTECTED, NONSPRINKLERED 10%
CHAPTER 9 -FIRE PROTECTION SYSTEMS
PORTABLE FIRE EXTINGUISHERS 906
-PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE FOLLOWING LOCATIONS:
1. IN GROUP A-3 & B OCCUPANCIES.
DUBUQUE COOP CLUBHOUSE
0
0
0
0
0
0
OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION ACTUAL
TYPE V-B = 6,000 S.F.
ALLOWABLE AREA FACTOR IN SQUARE FEET 506.2
V-B
OCCUPANCY A-3/BTYPE OF CONSTRUCTION
CHAPTER 8 -INTERIOR FINISHES
GROUP INTERIOR EXIT STAIRWAYS AND
RAMPS AND EXIT PASSAGEWAY
A-3
NON SPRINKLERED
-INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY PER TABLE 803.11
CORRIDORS AND ENCLOSURE FOR
EXIT ACCESS STAIRWAYS AND RAMPS
ROOM AND ENCLOSED
SPACES
A A C
WALL AND CEILING FINISHES 803
INTERIOR WALL AND CEILING FINISHES MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE
DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2
INTERIOR WALL AND CEILING FINISH MATERIALS 803.1.1
INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 AND UL 723
CLASS A= FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0-450
CLASS B= FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED 0-450
CLASS C= FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED 76-200
ROOM CORNER TEST FOR INTERIOR WALL OR CEILING FINISH MATERIALS. INTERIOR WALL OR CEILING FINISH
MATERIALS SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH NFPA 286.
-GENERAL REQUIREMENTS 906.2
PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED AND INSTALLED IN
ACCORDANCE WITH THIS SECTION AND NFPA 10
CHAPTER 29-PLUMBING
OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION ACTUAL
A-3 TYPE V-B = 40'NS
A-3 NS
A-3 NS
Definitions per Sec. 702
-Fire separation distance is the distance measured from the building face to one of the following: 1. The closest interior lot line;
2.To the centerline of a street, an alley or public way; or 3. To an imaginary line between two buildings on the property.
per Sec. 702.1
-Fire resistance rating is not required for exterior wall per table 601 & 602
Fire Walls per Sec. 706
-Not Applicable
Fire Barriers per Sec. 707
Fire Partitions per Sec. 708
Floor and Roof Assemblies per sec. 711
-Not Applicable
- Corridor walls - No fire resistance required by section 1020.1
-Not Applicable
REQUIRED SEPARATION OF OCCUPANCIES
-NON-SEPARATED OCCUPANCIES PER TABLE 508.4 (RUN AS NON-SEPARATED, MOST RESTRICTIVE = A-3
B A B C
MINIMUM PLUMBING FACILITIES (SECTION 2902)
(A-3) ASSEMBLY
TOTAL OCCUPANTS: 232 (116 MALE, 116 FEMALE)
WATER CLOSET:1 PER 125 (MEN)
1 PER 65 (WOMEN)
LAVATORIES:1 PER 200 (EACH)
DRINKING FOUNTAIN:1 PER 500
REQUIRED PROVIDED
MALE FEMALE MALE FEMALE
2
1
2
1
WATER CLOSET:
LAVATORIES:
2
1
2
1
CHAPTER 10 -MEANS OF EGRESS
OCCUPANT LOAD PER SECTION 1004
SEE OCCUPANT LOAD TABLE
MIN. NUMBER OF EXITS PER STORY PER TABLE 1006.3.1
EXIT AND EXIT ACCESS DOORWAY CONFIGURATION 1007
-THE DISTANCE OF EXITS SHALL BE APART EQUAL TO NOT LESS THAN ONE HALF OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING
ACCESSIBLE MEANS OF EGRESS 1009
-ACCESSIBLE MEANS OF EGRESS 1009.2
EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL
CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS.
1.ACCESSIBLE ROUTES COMPLYING WITH 1104
EXIT ACCESS TRAVEL DISTANCE 1017
-TRAVEL DISTANCE PER TABLE 1017.2:
WITHOUT SPRINKLER
SYSTEM (FEET)
OCCUPANCY PROVIDED
A-3 200 FEET 90 FEET OR LESS
CORRIDORS WIDTH 1020.2
NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006
1006.3.1
OCCUPANT LOAD MIN. # OF EXITS OR ACCESS TO
EXITS FROM STORY
1-500 2
PROVIDED
5
MEANS OF EGRESS ILLUMINATION 1008
-MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED IN THE MEANS OF EGRESS IN ACCORDANCE WITH
SECTION 1008.2. UN PER EMERGENCY POWER, MEANS OF EGRESS ILLUMINATION SHALL COMPLY WITH
SECTION 1008.3.
*(5)ACCESSIBLE MEANS OF EGRESS PROVIDED IN THE BUILDING
DOOR, GATES AND TURNSTILES 1010
- SIZE OF DOORS 1010.1.1
THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD
THEREOF AND SHALL PROVIDE A MIN. CLEAR WIDTH OF 32".
(ALL DOORS IN PROJECT ARE 34" CLEAR WIDTH OR WIDER)
- THRESHOLD 1010.1.7
THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR OR LANDING.
- HARDWARE 1010.1.9.1
DOOR HANDLE, PULL, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE
ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRED TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE
WRIST TO OPERATE.
- HARDWARE HEIGHT1010.1.9.2
DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT 34" MIN.
AND 48" MAX. ABOVE FINISH FLOOR.
OCCUPANCY
A-3/B
MIN. WIDTH
44"
PROVIDED
60"
CHAPTER 11-ACCESSIBILITY
- SITE ARRIVAL POINTS 1104.1
AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS,
ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE
ACCESSIBLE BUILDING ENTRANCE SERVED.
BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER 11 OF THE
2015 IBC AS WELL AS THE 2010 ADA STANDARDS
- PUBLIC ENTRANCE 1105.1
IN ADDITION TO ACCESSIBLE ENTRANCES REQUIRED BY SECTIONS 1105.1.1 THROUGH 1005.1.7, AT LEAST 60
PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE
OTHER FEATURES AND FACILITIES 1109
TOILET AND BATHING FACILITIES 1109.2 . EACH TOILET ROOM AND BATHING ROOM SHALL BE ACCESSIBLE.
EXCEPTIONS
1. TOILET ROOMS ACCESSED ONLY THROUGH A PRIVATE OFFICE, NOT FOR COMMON PUBLIC USE AND
INTENDED FOR USE BY SINGLE OCCUPANT, SHALL BE PERMITTED TO COMPLY WITH THE SPECIFIC
EXCEPTIONS IN ICC A117.1
MEANS OF EGRESS SIZING 1005
- CALCULATIONS PER SECTION BELOW 1005.3.2
OCC. Load Exit (inches)
REQ'D Provided
232 232X0.2 = 46.4" 252"
B 200 FEET 90 FEET OR LESS
6,554 S.F.
B TYPE V-B = 40'NS
TYPE V-B = 2 STORYBNS
TYPE V-B = 9,000 S.F.B NS 6,554 S.F.
29'-6"
29'-6"
1 STORY
1 STORY
-FIRE EXTINGUISHERS
MAX DISTANCE = 75'-0"
NUMBER REQUIRED = 1 "A" PER 1,500 SF = 3 (A=1 1/4 EFFECTIVE GAL.)
NUMBER PROVIDED = 3A REQ'D = (3) 2-A FEC PROVIDED
REQUIRED PROVIDED
1 DRINKING FOUNTAIN:2
0HR10 < X < 30 V-B
10 < X < 15 UNPROTECTED, NONSPRINKLERED 15%
15 < X < 20 UNPROTECTED, NONSPRINKLERED 25%
20 < X < 25 UNPROTECTED, NONSPRINKLERED 45%
25 < X < 30 UNPROTECTED, NONSPRINKLERED 70%
30 < X UNPROTECTED, NONSPRINKLERED NO LIMIT
W=(L1*w1+L2*w2+L3*w3+L4*w4)/F
W=(77.5*25.75+129.8*10+77.5*41+129.8*
66.5)/414.66
W=36.43=30
If=[(F/P)-0.25]W/30
If=[(414.66/414.66)-0.25]30/30
If=0.75
Aa=[At+(Ns*If)]
Aa=[6,000+(6000*0.75)]
Aa=10,500 sqft
ALLOWABLE AREA
MINIMUM FRONTAGE
DISTANCE
AREA FACTOR INCREASE
DUE TO FRONTAGE
ALLOWABLE AREA
A=6,554 S.F.
AREA PROVIDED
RATING DESCRIPTION USE
1 HR
PLAN INDICATOR LINE STYLE
SEPARATION
DESIGNATION
WALL RATING INDICATORS AND CODES
FIRE WALLFW-1HR EXTERIOR WALL
TRAVEL DISTANCE -ACTUAL: 20'-0"
LIFE SAFETY PLAN SYMBOLS LEGEND
EXIT PATH AND
ASSOCIATED TRAVEL
DISTANCE
FIRE EXTINGUISHER F.E.
EGRESS LENGTH:
43'-8"
EGRESS LENGTH:
83'-4"
EGRESS LENGTH:
45'-10"
EGRESS LENGTH:
85'-5"
F.E.
F.E.
F.E.
EGRESS LENGTH:
38'-9"
COMMON PATH:
67'-10"
COMMON PATH:
42'-2"
COMMON PATH:
29'-6"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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OCCUPANT LOAD SCHEDULE PER SECTION 1004
NO. ROOM NAME AREA SPACE FUNCTION
AREA PER
OCCUPANT
Area
Unit OCC Exit Width
MAIN LEVEL
100 VESTIBULE 208 SF Assembly without fixed seats - Unconcentrated (tables and chairs)15 SF Net 14 2.8
101 COFFEE LOUNGE 176 SF Assembly without fixed seats - Unconcentrated (tables and chairs)15 SF Net 12 2.4
102 FIREPLACE LOUNGE 644 SF Assembly without fixed seats - Unconcentrated (tables and chairs)15 SF Net 43 8.6
103 OFFICE 173 SF Business areas 100 SF Gross 2 0.4
104 GAMES 348 SF Assembly without fixed seats - Unconcentrated (tables and chairs)15 SF Net 24 4.8
105 MEETING 1,264 SF Assembly without fixed seats - Unconcentrated (tables and chairs)15 SF Net 85 17
106 EXERCISE 364 SF Exercise rooms 50 SF Gross 8 1.6
107 RR 112 SF -Not Counted 0 SF
108 RR 112 SF -Not Counted 0 SF
109 MECH 102 SF Accessory storage areas, mechanical equipment room 300 SF Gross 1 0.2
110 JAN.42 SF Accessory storage areas, mechanical equipment room 300 SF Gross 1 0.2
111 OUTDOOR STORAGE 114 SF Accessory storage areas, mechanical equipment room 300 SF Gross 1 0.2
112 HALLWAY 174 SF -Not Counted 0 SF
113 PICKLEBALL 1,994 SF Exercise rooms 50 SF Gross 40 8
114 STOR.35 SF Accessory storage areas, mechanical equipment room 300 SF Gross 1 0.2
232 46.4
TOTAL OCC.232 46.4
1/16" = 1'-0"3 LIFE SAFETY PLAN
5,859 SF
150
NOT FOR CONSTRUCTION
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A200
4
A200
3
A200
2
A200
1
A100
5
1
A300
1
A300
3
A300
3
A300
W3
W4
W4
W2 W2 W2 W2
W1
W1
W1
W1
W1W1
W1
W6
W6
W1
GAMES
104
FIREPLACE LOUNGE
102 MEETING
105
PICKLEBALL
113
HALLWAY
112
EXERCISE
106
OFFICE
103
W3
2
A300
2
A300
W3
100.1
114.1
102.1
106.1
107.1
108.1
110.1
109.1
111.1
112.2
113.1
112.3
113.2
OUTDOOR STORAGE
111
JAN.
110 MECH
109
RR
108
RR
107
E6A
E4A E3AE3A
P1A
P1A
P1A
E3A
E2A
E3A
E7A
P1A E7A
P2A
P2AP2A
P2B
P2B
P2B P2A
E6A E3A
E3A
E3A E1A
E1A
P1A
P1A P1A P1A
P1A P1A
P1A P3A E8A
E8A
P3AP1A
P3A
P3A
P1A
E1A E1A
E9A
P1A
P1A
P1A
A101
1
A102
1
78'-5"
51'-5"
129'-10"
16'-5"16'-6"28'-5"16'-2"
16'-5"16'-6"7'-3"35'-4"2'-0"
W5
W5
47'-4"
2'-0"
80'-6"
129'-10"
STOR.
114
112.1
2'-0"
2'-0"
77'-6"
2
A301
2
A301
77'-6"
E6A
P1A
P1A
105.1
VESTIBULE
100
COFFEE LOUNGE
101
103.1
POOL
18X30
A103
1
1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR DIMENSIONS ARE TYPICALLY INDICATED TO THE EXTERIOR
FACE OF THE STRUCTURE/GRID LINE UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
STUD FACE UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, RESTROOM
FIXTURES, AND EQUIPMENT.
7. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
8. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
9. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
MARK WALL LAYERS DESCRIPTION FIRE
RATING
RATING
SOURCE
SOUND
RATING
RATING
SOURCE
NOTE
EXTERIOR WALLS LEGEND - WOOD STUDS
E 1 A -- -- ----
(EXTERIOR) 6" HORIZONTAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" PLYWOOD SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
E 3 A -- -- ----
(EXTERIOR) 12" VERTICAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" PLYWOOD SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
E 4 A -- -- ----
(EXTERIOR) WATER REPELLENT
STONE VENEER
DRAINAGE MAT
1 1/2" AIR SPACE
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
E 5 B -- -- ----
(EXTERIOR) WATER REPELLENT
STONE VENEER
DRAINAGE MAT
1 1/2" AIR SPACE
CONTINUOUS WEATHER BARRIER
6X8X16 CMU
NOTE: WALL TO 3'-4"
9 3/8"
10 3/8"
7 1/4"
7 1/4"
E 6 A -- -- ----
(EXTERIOR) 6" HORIZONTAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" OSB SHEATHING
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
8 1/2"
E 7 A -- -- ----
(EXTERIOR) 12" VERTICAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
7 1/4"
E 8 A -- -- ----
(EXTERIOR) 12" VERTICAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
6" CMU BLOCK; GROUT CORES SOLID
7/8" HAT CHANNEL
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
1'-1 3/4"
E 2 A -- -- ----
(EXTERIOR) 6" HORIZONTAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" OSB SHEATHING
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
7 7/8"
E 9 A -- -- ----
(EXTERIOR) 6" HORIZONTAL SIDING(WOOD OR CONCRETE)
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X8 LSL STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" OSB SHEATHING
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
9 5/8"
MARK WALL LAYERS DESCRIPTION FIRE
RATING
RATING
SOURCE
SOUND
RATING
RATING
SOURCE
NOTE
INTERIOR WALLS LEGEND - WOOD STUDS
P 1 A -- -- ----
(EXTERIOR) 5/8" GYPSUM WALL PANELS
2X6 WOOD STUDS @ 16" O.C.
BATT INSULATION
(INTERIOR) 5/8" GYPSUM WALL PANELS
NOTE: WALL TO UNDERSIDE OF STRUCTURE
P 2 A -- -- ----
(EXTERIOR) STONE VENEER
MORTAR
5/8" OSB SHEATHING
2X4 WOOD STUDS @ 16" O.C.
BATT INSULATION
NOTE: WALL TO UNDERSIDE OF STRUCTURE
P 2 B -- -- ----
(EXTERIOR) STONE VENEER
MORTAR
5/8" OSB SHEATHING
2X4 WOOD STUDS @ 16" O.C.
BATT INSULATION
NOTE: WALL TO UNDERSIDE OF STRUCTURE
6 3/4"
6 3/8"
6 3/8"
P 3 A -- -- ----
(EXTERIOR) 5/8" GYPSUM WALL PANELS
7/8" HAT CHANNEL @ 16" O.C.
6" CMU BLOCK; GROUT CORES SOLID
7/8" HAT CHANNEL @ 16" O.C.
5/8" GYPSUM WALL PANELS
MORTAR
(RESTROOM) CERAMIC TILE
NOTE: WALL TO UNDERSIDE OF STRUCTURE
8 5/8"
4
A100
FILL CAVITY WITH 6"X8"X8" CMU BLOCKS
1'-1"1'-1"
2'-2"
2'-2"
1'-1"
1'-1"
E5B
E5B
E5B
E5B
MAIN LEVEL100'-0"
MANUFACTURED CAST
STONE CAP
FILL CAVITY WITH 6"X8"X8"
CMU BLOCK
6"X8"X16" CMU
1 1/2" AIR SPACE
STONE VENEER W/
WATER REPELLENT
FOUNDATION BELOW
3'-0"
2"
2"
5'-9"
2"
3"
DECORATIVE COLUMN WRAP
STRUCTURAL COLUMN
1X3 TRIM
2 3/4"1'-6"2 3/4"
3'-0"
6'-6"
1/8" = 1'-0"1 MAIN FLOOR PLAN
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
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REVISED:
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1/2" = 1'-0"5 COLUMN-PLAN TYP.
1/2" = 1'-0"4 COLUMN-SECTION TYP.
N NOT FOR CONSTRUCTION
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REF.
4
A100
1
A300
1
A300
GAMES
104
FIREPLACE LOUNGE
102
MEETING
105
8'-5"8'-0"8'-3"8'-3"11'-4"9'-5"7'-8"2'-1"12'-0"2'-1"
2'-0"
2'-2"
7'-0"
2'-0"
30'-3"
7'-9"
7'-4"
2'-0"
51'-5"
OUTDOOR STORAGE
111
JAN.
110
MECH
109
RR
108
RR
107
EXERCISE
106
STOR.
114
OFFICE
103
100.1
114.1
102.1
111.1
110.1
109.1
108.1
107.1
106.1
A400
1
2'-0"6'-2 3/8"
14'-9"5 1/2"5'-6"5 1/2"4'-7 1/8"5 1/2"8'-2 3/8"
2'-0"
2'-0"
24'-2 7/8"
5 5/8"
12'-5"
5 5/8"
12'-5 1/4"
5 5/8"
13'-11"
3'-3 1/2"5 1/2"24'-8"5 1/2"15'-3"
5 1/2"
4'-0"
7'-10 5/8"
A401
1
A401
2
5'-9"
5'-9"
15'-11 1/2"5 1/2"19'-9 1/2"24'-8"5 1/2"15'-3"
11'-0 1/2"
5 1/2"
11'-6"
W2 W2 W2 W2
W1
W4
W4
W3
W3
5'-2"
4'-6"
8'-5"8'-0"8'-3"8'-3"7'-3"35'-4"2'-0"
16'-5"16'-6"7'-3"35'-4"2'-0"
12'-5 1/2"
8'-0"
12'-5 1/2"
31'-7 3/4"1'-9 3/4"2'-6 3/4"24'-10 1/4"5 1/2"4'-8"
5 5/8"
9'-7 3/4"
5'-0"
13'-0"
5 1/2"
7'-10 5/8"
16'-5"16'-6"28'-5"16'-2"
P2B
P2B P2A
P2AP2A
P2B P2A P1A
P3A P3A
P3AP1A
2'-0"
E8A
E8A
E7A
E2AW3
E7A
7'-0"
2'-2"
1'-11 7/8"
2'-2"15'-9 5/8"2'-2"10'-10"2'-2"7'-11"5 1/2"
E5B
E5B
E5B
E5B
E5B
E5B
E5B
E5B
E5B
E5B
E5B
E5B
2'-2"7'-1 1/2"8'-0"8"2'-2"5'-5"5'-5"2'-2"8"
2'-2"
9'-0"
2'-0"
E1AE3A
E3A
E3AE6A
E6A
E4A
P1A
P1A
E3A
E3A E3A
P1A
P1A
P1A
P3A
P1A
P1A P1A
P1A
P1A
P1A
P1A
E1A
25'-10 1/2"
4'-4 1/2"
9'-6 1/2"
W5
W5
4
A312
2
A311
1
A311
2
A312 E7A
3
A311
4
A311
3
A312
1
A310
A600
7
A600
4
A600
5
A600
3
A600 6
A4025
E5B
E5BE5B
E5B
E5B E5B
E5BE5B
E5BE5B E5B E5B
3
A310
2'-0"
2
A301
2
A301
2
A310
1
A301
1
A301
4'-0"
4'-0"
11'-0 1/2"
5 1/2"
21'-5"
32'-0"
103.1
P1A
A4026
VESTIBULE
100
COFFEE LOUNGE
101
105.1
1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR DIMENSIONS ARE TYPICALLY INDICATED TO THE EXTERIOR
FACE OF THE STRUCTURE/GRID LINE UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
STUD FACE UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, RESTROOM
FIXTURES, AND EQUIPMENT.
7. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
8. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
9. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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1/4" = 1'-0"1 MAIN LEVEL PLAN-LOUNGEN NOT FOR CONSTRUCTION
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3
A300
3
A300
2
A300
2
A300
PICKLEBALL
113
HALLWAY
112
5 1/2"
5'-2"
5 1/2"
58'-3 1/4"
23'-5"11'-0"
34'-5"
113.1
112.3
112.2
113.2
7'-8"
12'-0"
4'-0"
3'-10"
2'-2"
2'-2"
3'-10"
4'-0"
12'-0"
10'-10"
3'-6"12'-0"4'-4"12'-0"3'-6"
35'-4"
7'-8"
12'-0"
4'-0"
12'-0"
4'-0"
12'-0"
9'-8"
W6
W1 W1
W1
W1W1
W1 W1
W6
P1A
P1A
E1A E1A
E9A
2'-0"
2'-0"
5
A312
A600 8
1
A312
EQ.EQ.
EQ.
EQ.
1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR DIMENSIONS ARE TYPICALLY INDICATED TO THE EXTERIOR
FACE OF THE STRUCTURE/GRID LINE UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
STUD FACE UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, RESTROOM
FIXTURES, AND EQUIPMENT.
7. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
8. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
9. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
C:
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1/4" = 1'-0"1 MAIN LEVEL PLAN-PICKLEBALL COURTN
NOT FOR CONSTRUCTION
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POOL
18X30
23'-8 7/8"
30'-0"
20'-0"
12'-11 5/8"18'-0"11'-6"
42'-5 5/8"
73'-8 7/8"
PANIC HARDWARE
APPLIED TO GATE
CONCRETE PATH
BY CONTRACTOR
2'-3"
1'-0"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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1/4" = 1'-0"1 POOL PLANN NOT FOR CONSTRUCTION
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CEILING GENERAL NOTES:
1.REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON
ALL OTHER DOCUMENTS, DISCIPLINES AND
SPECIFICATIONS.
2.PAINT ALL GYPSUM BOARD CEILINGS. SEE FINISH
SCHEDULE.
3.REFER TO ELECTRICAL DRAWINGS AND FIRE
PROTECTION DRAWING FOR FIXTURE AND EQUIPMENT
TYPE.
4.REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND
FIRE PROTECTION DRAWINGS FOR ADDITIONAL
INFORMATION.
5.CEILING HEIGHTS ARE SHOWN ON THE REFLECTED
CEILING PLAN.
6.ALIGN CEILING GRID IN ROOMS WITH ACOUSTIC CEILING
TILE CEILING SYSTEM AS SHOWN ON CEILING PLAN.
PLACE ALL CEILING MOUNTED EQUIPMENT IN THE
CENTER OF THE CEILING TILE UNLESS OTHERWISE
NOTED. COORDINATE ALL DISCREPANCIES WITH
ARCHITECT PRIOR TO INSTALLATION.
7.SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR
ADDITIONAL INFORMATION ON FINISHED SOFFIT,
BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON
REFLECTED CEILING PLAN.
CEILING LEGEND:
GYPSUM BOARD CEILING
VENTED METAL SOFFIT
10'-0 1/2"11'-0"
12'-0"
10'-0 1/2"8'-0"10'-0 1/2"
23'-8 43/64"13'-0"13'-0"
8'-0"
10'-0 1/2"
7 1/2" / 1'-0"7 1/2" / 1'-0"
14'-0"
10'-0 1/2"
9'-1 7/8"
9'-1 7/8"
10'-0 1/2"
PICKLEBALL
113
HALLWAY
112
MECH
109
JAN.
110
OUTDOOR STORAGE
111
RR
108
RR
107
EXERCISE
106
MEETING
105
FIREPLACE LOUNGE
102
GAMES
104
1'-9 1/2"11'-10 7/8"3'-0 3/4"
3'-0 1/2"
2'-0"20'-6 3/4"2'-0"
1'-9 1/2"5'-11 1/2"5'-11 1/2"3'-0 3/4"
18'-1 7/8"
1'-5 3/8"13'-5"3'-3 1/2"
1'-6"
18'-3 1/8"
1'-6"
14'-0"
7 1/2" / 1'-0"7 1/2" / 1'-0"
OFFICE
103
10'-0 1/2"
21'-11 1/8"
30'-0"
2'-0"
10'-0 1/2"
LVL BEAM WITH 1"
SMOOTH CEDAR WRAP;
COLOR BY OWNER
LVL BEAM WITH 1" SMOOTH CEDAR WRAP;
COLOR BY OWNER
9'-6"9'-6"
9'-6"
9'-6 1/2"
10'-0 1/2"
10'-0 1/2"
3X3 ACCESS;
COORD. W/
ELECTRICAL
BEADBOARD
(WHITE PINE CARSIDING)
SOFFIT
BEADBOARD
(WHITE PINE CARSIDING)
SOFFIT
VENTED ALUMINUM SOFFIT
VENTED ALUMINUM SOFFIT
VENTED ALUMINUM SOFFIT
VENTED ALUMINUM SOFFITVENTED ALUMINUM SOFFIT
VENTED ALUMINUM SOFFIT
VENTED ALUMINUM SOFFIT
VENTED ALUMINUM SOFFIT 9'-6"
9'-6"
7 1/2" / 1'-0"
9'-6"9'-6"
LVL BEAM WITH 1"
SMOOTH CEDAR WRAP;
COLOR BY OWNER
LVL BEAM WITH 1"
SMOOTH CEDAR WRAP;
COLOR BY OWNER
10'-0 1/2"10'-0 1/2"
7 1/2" / 1'-0"
7 1/2" / 1'-0"7 1/2" / 1'-0"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
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11/30/2021 MT KC
1/8" = 1'-0"1 REFLECTED CEILING PLANN
NOT FOR CONSTRUCTION
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7 1/2" / 1'-0"7 1/2" / 1'-0"
7 1/2" / 1'-0"
4" / 1'-0"
4" / 1'-0"
3 1/2" / 1'-0"
7 1/2" / 1'-0"
7 1/2" / 1'-0"
7 1/2" / 1'-0"
7 1/2" / 1'-0"VALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYV
A
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1'-0"
1'-0"
1'-6"1'-6"
1'-0"
1'-0"
RIDGE
1'-6"
1'-0"
1'-6"
1'-0"
1'-0"1'-0"
1'-6"
RI
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1
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1
1
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7 1/2" / 1'-0"
7 1/2" / 1'-0"
ROOF PLAN NOTES
1. DOWNSPOUT LOCATION
A. TIE ALL DOWNSPOUTS TO SUB DRAIN
SYSTEM DESIGNED BY CIVIL ENGINEER
2. CONTINUOUS RIDGE VENT
3. ASHPALT SHINGLES TO COVER ENTIRETY OF ROOF
4. DRAFT STOP, GYP. BOARD APPLIED TO GABLE END
ROOF TRUSS BELOW
5. GIRDER TRUSS
6. GABLE-END TRUSS
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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1/8" = 1'-0"1 ROOF PLANN NOT FOR CONSTRUCTION
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1.ARCHITECTURAL 100' -0" = SURVEY XXXX.XX'
2.DO NOT SCALE DRAWINGS. DRAWN DIMENSIONS SHALL TAKE PRECEDENCE.
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
3.REFER TO DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.
4.SEE CIVIL DRAWINGS FOR DRAINAGE REQUIREMENTS.
5.GRADE SOIL AWAY FROM BUILDING TO DRAIN. SEE CIVIL AND LANDSCAPE
DRAWINGS FOR MORE INFORMATION.
ELEVATION GENERAL NOTES
MAIN PLT. HT.110'-1 1/8"
ALUMINUM FASCIA
GUTTER
ALUMINUM FASCIA
COLUMN
STONE VENEER
COLUMN BASE
ASPHALT SHINGLES
ASPHALT SHINGLE
ALUMINUM FASCIA
6" HORIZONTAL WOOD
OR CONCRETE SIDING
PELLA WINDOWS
W/ 5/4X4 TRIM;TYP.
DOWNSPOUT
PICKLEBALL PLT.
HEIGHT113'-0 3/4"5/4X4 CORNER TRIM; TYP.
5/4X6 FRIEZE BOARD;TYP.
DOUBLE FRIEZE BOARD
(2) 5/4X6
6" HORIZONTAL WOOD
OR CONCRETE SIDING
FAUX TIMBER
5/4X6 FRIEZE BOARD
5/4X4 CORNER TRIM
EXPOSED FOUNDATION
PELLA WINDOWS
W/ 5/4X4 TRIM
FENCE
MAIN PLT. HT.110'-1 1/8"
ASPHALT SHINGLE
DOWNSPOUT
ALUMINUM FASCIA
GUTTER
6" HORIZONTAL
WOOD OR
CONCRETE SIDING
6" HORIZONTAL WOOD
OR CONCRETE SIDING
ALUMINUM FASCIA
COLUMN
STONE VENEER COLUMN BASE
6" HORIZONTAL WOOD
OR CONCRETE SIDING
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
5/4X6 FRIEZE BOARD
FAUX TIMBER
PELLA WINDOWS
W/ 5/4X4 TRIM
5/4X4 CORNER TRIM; TYP.
5/4X6 FRIEZE BOARD; TYP.
EXPOSED FOUNDATIONFENCE
MAIN PLT. HT.110'-1 1/8"
ASPHALT SHINGLE
GUTTER
ALUMINUM FASCIA
DOWNSPOUT
PELLA WINDOWS
W/ 5/4X4 TRIM
6" HORIZONTAL WOOD OR
CONCRETE SIDING
STONE VENEER
COLUMN BASE
COLUMN
ALUMINUM FASCIA
GUTTER
12" VERTICAL WOOD
OR CONCRETE
SIDING
ALUMINUM FASCIA
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
FAUX TIMBER BRACKET
5/4X4 CORNER TRIM; TYP.
5/4X6 FRIEZE BOARD; TYP.
EXPOSED FOUNDATION
FAUX TIMBER
5/4X4 CORNER TRIM; TYP.
5/4X6 FRIEZE BOARD; TYP.
MAIN PLT. HT.110'-1 1/8"
ASPHALT SHINGLE
GUTTER
ALUMINUM FASCIA
DOWNSPOUT
12" VERTICAL WOOD
OR CONCRETE SIDING
6" HORIZONTAL WOOD
OR CONCRETE SIDING
STONE VENEER
COLUMN BASE
STONE
VENEER
12" VERTICAL WOOD OR
CONCRETE SIDING
PELLA WINDOWS
W/ 5/4X4 TRIM; TYP.
ALUMINUM FASCIA
PELLA WINDOWS
W/ 5/4X4 TRIM
PELLA WINDOWS
W/ 5/4X4 TRIM
PELLA WINDOWS
W/ 5/4X4 TRIM; TYP.
COLUMN
FAUX TIMBER BRACKET
5/4X6 FRIEZE BOARD; TYP.
5/4X4 CORNER TRIM; TYP.
5/4X6 FRIEZE BOARD;TYP.
5/4X4 CORNER TRIM; TYP.
EXPOSED FOUNDATION
DOUBLE FRIEZE BOARD
(2) 5/4X6
6" HORIZONTAL WOOD
OR CONCRETE SIDING
FAUX TIMBER
5/4X4 CORNER TRIM
5/4X6 FRIEZE BOARD
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
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FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
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11/30/2021 MT KC
1/8" = 1'-0"2 BACK
1/8" = 1'-0"3 LEFT
1/8" = 1'-0"4 RIGHT
1/8" = 1'-0"1 FRONT
NOT FOR CONSTRUCTION
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MAIN LEVEL100'-0"
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
PICKLEBALL PLT HT
13'-0 3/4"
HEEL
2'-5 1/8"
DUCTSOX PER MECHANICAL DRAWINGS
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
PICKLEBALL
113
MEETING
105
OUTDOOR STORAGE
111 OPEN TO
BEYOND
A500
5
A500
6
FAUX TIMBER BRACKET
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PLT. HT
10'-1 1/8"
HEEL
1'-7 1/4"
A500
7
ATTIC
SPACE
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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11/30/2021 MT KC
3/16" = 1'-0"2 BUILDING SECTION
3/16" = 1'-0"3 BUILDING SECTION
3/16" = 1'-0"1 BUILDING SECTION
*TRUSS BY TRUSS MANUFACTURER, LAYOUT SHOWN IS FOR REPRESENTATION ONLY
*TRUSS BY TRUSS MANUFACTURER, LAYOUT SHOWN IS FOR REPRESENTATION ONLY
*TRUSS BY TRUSS MANUFACTURER, LAYOUT SHOWN IS FOR REPRESENTATION ONLY
NOT FOR CONSTRUCTION
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MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
A500
4
A500
10
*TRUSS BY TRUSS MANUFACTURER, LAYOUT SHOWN IS FOR REPRESENTATION ONLY
OPEN
TO
BEYOND
FAUX TIMBER
2X6 RAKE LADDER
COLUMN
STONE VENEER BASE
BEAD BOARD SOFFIT
VENTED ALUMINUM SOFFIT
EXTERIOR WALL BEYOND
FIREPLACE LOUNGE
102
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
ASPHALT SHINGLES ON #15
ROOF FELT; SEE STRUCT.
TRUSS BY MANUFACTURER
BEAD BOARD SOFFIT
APPLIED TO
BOTTOM OF TRUSS
STONE VENEER BASE
COLUMN
BEAD BOARD SOFFIT
APPLIED TO
BOOTOM OF TRUSS
GUTTER
ALUMINUM FASCIA
2X6 SUBFASCIA
2X4 LOOKOUT @ 24" O.C.
VENTED ALUMINUM SOFFIT
12" VERTICAL WOOD
OR CONCRETE SIDING
5/8" OSB SHEATHING
*TRUSS BY TRUSS MANUFACTURER, LAYOUT SHOWN IS FOR REPRESENTATION ONLY
1605 N. ANKENY BLVD #130
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PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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3/16" = 1'-0"2 BUILDING SECTION
1/4" = 1'-0"1 ENTRY SECTION
NOT FOR CONSTRUCTION
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MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
HEEL
4'-1 7/8"
PLATE HEIGHT
10'-1 1/8"
FOUNDATION WALL; SEE STRUCT.
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
HIGH DENSITY INSULATION
6" SIDING (HORIZONTAL)
CONTINUOUS WEATHER BARRIER
5/8" PLYWOOD SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" GYPSUM WALL PANELS
CEILING LINE; 5/8" GYPSUM WALL PANELS
R-40 BLOWN INSULATION
2X4 LOOKOUT @ 24" O.C.
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
TREATED WOOD BASE PLATE
SLOPE GRADE AWAY FROM BUILDING
2X6 SUBFASCIA
VENTED
ALUMINUM SOFFIT
ALUMINUM FASCIA
GUTTER
2X8 BLOCKING
5'-7"
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PLATE HEIGHT
10'-1 1/8"
FOUNDATION WALL; SEE STRUCT.
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
HIGH DENSITY INSULATION
12" SIDING VERTICAL
CONTINUOUS WEATHER BARRIER
5/8" PLYWOOD SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" GYPSUM WALL PANELS
CEILING LINE; 5/8" GYPSUM WALL PANELS
R-40 BLOWN INSULATION
2X4 LOOKOUT @ 24" O.C.
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
TREATED WOOD BASE PLATE
SLOPE GRADE AWAY FROM BUILDING
2X6 RAKE LADDER
ALUMINUM FASCIA
VENTED ALUMINUM SOFFIT
GABLE-END TRUSS
5/8" PLYWOOD SHEATHING
CONTINUOUSWEATHER BARRIER
6" HORIZONTAL SIDING
1" WOOD TRIM; SEE ELEVATIONS
TAPE WEATHER BARRIER AT ROOF
1'-0"
2X8 BLOCKING
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
A501
1
5'-0 1/8"
HEEL
2'-10 3/4"
PLATE HEIGHT
10'-1 1/8"
2X4 LOOKOUUT @ 24" O.C.
VENTED ALUMINUM SOFFIT
2X6 SUBFASCIA
FASCIA
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
5/8" GYPSUM WALL PANELS
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" OSB SHEATHING
CONTINUOUS WEATHER BARRIER
6" SIDING (HORIZONTAL)
TREATED WOOS BASE PLATE
FOUNDATION WALL; SEE STRUCT.
HIGH DENSITY INSULATION
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
SLOPE GRADE AWAY
FROM BUILDING
2X4 LOOKOUT @ 24" O.C.
2X6 SUBFASCIA
FASCIA
FAUX TIMBER BRACKET
2X6 WOOD STUDS @ 16" O.C.
5/8" OSB SHEATHING
CONTINUOUS WEATHER BARRIER
6" SIDING (HORIZONTAL)
ASPHALT SHINGLE ON 15MM
UNDERLAYMENT
ASPHALT SHINGLE
1'-6"
3'-6"
2X8 BLOCKING
5/4X6 FRIEZE BOARD
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
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11/30/2021 MT KC
1/2" = 1'-0"1 WALL SECTION-E1A
1/2" = 1'-0"3 WALL SECTION-E3A
1/2" = 1'-0"2 WALL SECTION-E2A
NOT FOR CONSTRUCTION
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MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PLATE HEIGHT
10'-1 1/8"
FOUNDATION WALL; SEE STRUCT.
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
HIGH DENSITY INSULATION
12" SIDING (VERTICAL)
CONTINUOUS WEATHER BARRIER
5/8" DENS GLASS WALL PANELS
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" GYPSUM WALL PANELS
CEILING LINE; 5/8" GYPSUM WALL PANELS
R-40 BLOWN INSULATION
GABLE-END ROOF TRUSS
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
TREATED WOOD BASE PLATE
A500
3
1'-0"
VENTED ALUMINUM SOFFIT
2X6 RAKE LADDER
ASPHALT SHINGLE ON #15
ROOF FELT ON
SHEATHING PER
STRUCTURAL
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PLATE HEIGHT
10'-1 1/8"
FOUNDATION WALL; SEE STRUCT.
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
HIGH DENSITY INSULATION
12" SIDING (VERTICAL)
CONTINUOUS WEATHER BARRIER
5/8" DENS GLASS WALL PANELS
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
6" CMU BLOCK; GROUT CORES SOLID
7/8" HAT CHANNEL
5/8" GYPSUM WALL PANELS
R-40 BLOWN INSULATION
GABLE-END ROOF TRUSS
ASPHALT SHINGLE ON #15
ROOF FELT ON SHEATHING
PER STRUCUTAL
2X6 RAKE LADDER
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
TREATED WOOD BASE PLATE
CEILING LINE; 5/8" GYSPUM WALL PANELS
(2) 3/4" PLYWOOD SHEATHING
(2) 2X8 WOOD STUDS @ 12" O.C.
2X8 RIM BOARD
BOND BEAM
CONNECTOR STRONG TIE HETA 16
CONNECTOR STRONG TIE HGAM 10
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
HEEL
1'-7 1/4"
PLATE HEIGHT
10'-1 1/8"
FOUNDATION WALL; SEE STRUCT.
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
HIGH DENSITY INSULATION
6" SIDING (HORIZONTAL)
CONTINUOUS WEATHER BARRIER
5/8" DENS GLASS SHEATHING
5/8" OSB SHEATHING
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" OSB SHEATHING
5/8" GYPSUM WALL PANELS
CEILING LINE; 5/8" GYPSUM WALL PANELS
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
TREATED WOOD BASE PLATE
SLOPE GRADE AWAY FROM BUILDING
R-40 BLOWN INSULATION
2X4 LOOKOUT
VENTED
ALUMINUM
SOFFIT
2X6 SUBFASCIA
ALUMINUM FASCIA
GUTTER
A500
2 2X8 BLOCKING
1'-6"
ASPHALT SHINGLE ON #15
ROOF FELT ON SHEATHING
PER STRUCTURAL
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PLATE HEIGHT
10'-1 1/8"
GUTTER
ALUMINUM FASCIA
2X6 SUBFASCIA
2X4 LOOKOUT @ 24" O.C.
TRUSS BY MANUFACTURER
VENTED ALUMINUM SOFFIT
2X6 RAKE LADDER
ALUMINUM FASCIA
VENTED ALUMINUM SOFFIT
GABLE-END TRUSS
5/8" DENS GLASS WALL PANELS
CONTINUOUSWEATHER BARRIER
6" HORIZONTAL SIDING
1" WOOD TRIM; SEE ELEVATIONS
TAPE WEATHER BARRIER AT ROOF
R-40 BLOWN INSULATION
FOUNDATION WALL; SEE STRUCT.
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
HIGH DENSITY INSULATION
5/8" GYPSUM WALL PANELS
2X6 WOOD STUDS @ 16" O.C.
R-20 BATT INSULATION
5/8" DENS GLASS WALL PANELS
CONTINUOUS WEATHER BARRIER
1 1/2" AIR SPACE
DRAINAGE MAT
STONE VENEER W/ WATER REPELLENT
CEILING LINE; 5/8" GYPSUM WALL PANELS
WOOD DOUBLE PLATE
TREATED WOOD BASE PLATE
ASPHALT SHINGLE ON #15 ROOF FELT ON 1/2" OSB SHEATHING
1'-0"
11'-6 3/8"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
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11/30/2021 MT KC
1/2" = 1'-0"3 WALL SECTION-E7A
1/2" = 1'-0"4 WALL SECTION-E8A
1/2" = 1'-0"2 WALL SECTION-E6A
1/2" = 1'-0"1 WALL SECTION-E4A
NOT FOR CONSTRUCTION
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MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
THICKEN SLAB @ FIREPLACE
2X4 WOOD STUDS @ 16" O.C.
1/2" OSB SHEATHING
MORTAR
STONE VENEER
R-11 BATT INSULATION
PROVIDE BLOCKING FOR MANTLE
MANTLE
WOOD HEADER
FIREPLACE; INSTALL ACCORDING TO
MANUFACTURER SPECIFICATIONS
HEARTH SLAB
WOOD DOUBLE PLATE
CEILING LINE; 5/8" GYPSUM WALL PANELS
STONE TO 6" ABOVE CEILING
EXTEND WOOD STUDS &
INSULATION TO UNDERSIDE OF
ROOF
R-40 BLOWN INSULATION
PROVIDE BLOCKING & DATA FOR TV/ART
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
THICKEN SLAB @ FIREPLACE
TREATED WOOD BASE PLATE
CEILING LINE; 5/8"
GYPSUM WALL PANELS
R-40 BLOWN INSULATION
2X6 RAKE LADDER
R-40 BLOWN INSULATION
WOOD DOUBLE PLATE
5/8" GYPSUM WALL PANELS
2X6 WOOD STUDS @ 16" O.C.
BATT INSULATION
5/8" GYPSUM WALL PANELS
VENTED ALUMINUM SOFFIT
5/4X6 FRIEZE BOARD
WOOD DOUBLE PLATE
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
CEILING LINE
WOOD PLATE
5/8" GYPSUM WALL PANELS
2X6 WOOD STUDS @ 16" O.C.
BATT INSULATION
5/8" GYPSUM WALL PANELS
TREATED WOOD BASE PLATE
R-40 BLOWN INSULATION
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
5/8" GYPSUM WALL PANELS
7/8" HAT CHANNEL
6" CMU BLOCK; GROUT CORES COLID
7/8" HAT CHANNEL
5/8" GYPSUM WALL PANELS
THICKEN SLAB @ CMU WALL
CEILING LINE; 5/8" GYSPUM WALL PANELS
(2) 3/4" PLYWOOD SHEATHING
(2) 2X8 WOOD STUDS @ 12" O.C.
2X8 RIM BOARD
BOND BEAM
CONNECTOR STRONG TIE HETA 16
CONNECTOR STRONG TIE HGAM 10
R-40 BLOWN INSULATION
A501
2
MAIN LEVEL100'-0"
MAIN PLT. HT.110'-1 1/8"
PICKLEBALL PLT.
HEIGHT113'-0 3/4"6" SIDING (HORIZONTAL)
CONTINUOUS WEATHER BARRIER
5/8" OSB SHEATHING
2X8 LSL STUD @ 16" O.C. BALLOON FRAMED
R-20 BATT INSULATION
5/8" OSB SHEATHING
5/8" GYPSUM WALL PANELS
2X8 LSL BEAM
2X8 LSL BEAM
TREATED WOOD BASE PLATE
WOOD DOUBLE PLATE
CEILING LINE; 5/8" GYPSUM WALL PANELS
R-40 BLOWN INSULATION
GABLE END ROOF TRUSS
2X6 RAKE LADDER
ASPHALT SHINGLE ON #15
ROOF FELT ON SHEATHING
PER STRUCTURAL
VARIES
8'-2 1/2"
8'-2 1/2"
FOUNDATION WALL; SEE STRUCT.
HIGH DENSITY INSULATION
2" RIGID INSULATION 24"
VERTICALLY & HORIZONTALLY
SLOPE GRADE AWAY FROM BUILDING
1'-0"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
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REVISED:
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11/30/2021 MT KC
1/2" = 1'-0"4 WALL SECTION @ FIREPLACE
1/2" = 1'-0"5 WALL SECTION @ PICKLE BALL COURT
1/2" = 1'-0"2 WALL SECTION-P1A
1/2" = 1'-0"3 WALL SECTION-P3A
1/2" = 1'-0"1 WALL SECTION-E9A
*FIRE TREAT WALL ACCORDING TO MANUFACTURERS REQUIREMENTS.
NOT FOR CONSTRUCTION
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A400
8
RR
108
RR
107
A400 4
3
5
2
4
A311
3
A312
106.1
107.1
108.1
9
6
7
EQ-01
EQ-02
EQ-04
EQ-08
EQ-09
EQ-07
EQ-05
EQ-06
EQ-03
EQ-10
FD
EQ-04
EQ-08
EQ-09
EQ-07
EQ-05
EQ-06
EQ-10
FD
EQ-01
EQ-02
EQ-03
EQ-04
EQ-05
EQ-06
EQ-04
EQ-05
EQ-06
4'-0"
4'-0"
EPOXY PAINT
EQ-02
EQ-01
EQ-05
EQ-04
EQ-06
EQ-07
EQ-08
EQ-09
5'-0"
CERAMIC TILE
LIGHT FIXTURE
BY OWNER
CERAMIC TILE
COUNTERTOP:
CLASSIC
MARBLE #251
CARRERA
EBONY,
POLISHED
4" APRON
EQ-03
LIGHT FIXTURE
BY OWNER
EQ-04
EQ-05
EQ-06
EPOXY PAINT
EQ-03 CERAMIC TILE
5'-0"
EPOXY PAINT
EQ-04
EQ-05
EQ-009
EQ-07
EQ-08
CERAMIC TILE
5'-0"
1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR DIMENSIONS ARE TYPICALLY INDICATED TO THE EXTERIOR
FACE OF THE STRUCTURE/GRID LINE UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
STUD FACE UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, RESTROOM
FIXTURES, AND EQUIPMENT.
7. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
8. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
9. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
CERAMIC TILE
LIGHT FIXTURE
BY OWNER
EPOXY PAINT
EQ-06
EQ-05
EQ-04
EQ-03
CERAMIC TILE
5'-0"
EPOXY PAINT
EQ-05
EQ-04
EQ-06
EQ-07
EQ-09
EQ-08
EQ-04
EQ-05
CERAMIC TILE
5'-0"
EPOXY PAINT
EQ-07
EQ-09
EQ-04
EQ-05
EQ-06
EQ-01
EQ-02
COUNTERTOP:
CLASSIC
MARBLE #251
CARRERA
EBONY,
POLISHED
4" APRON
CERAMIC TILE
5'-0"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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11/30/2021 MT KC
1/2" = 1'-0"1 MAIN LEVEL PLAN - RESTROOM
1/2" = 1'-0"4 RESTROOM 106-ELEVATION
1/2" = 1'-0"5 RESTROOM 106-ELEVATION
1/2" = 1'-0"2 RESTROOM 106-ELEVATION
1/2" = 1'-0"3 RESTROOM 106-ELEVATION
EQUIPMENT SCHEDULE
EQ-01
EQ-02
EQ-03
EQ-04
EQ-05
EQ-06
EQ-07
EQ-08
EQ-09
EQ-10
SINK
MIRROR
HAND DRYER
TOILET
TOILET PAPER DISPENSER
TOILET PARTITION
18" GRAB BAR
36" GRAB BAR
42" GRAB BAR
FLOOR DRAIN
1/2" = 1'-0"8 RESTROOM 107-ELEVATION
1/2" = 1'-0"7 RESTROOM 107-ELEVATION
1/2" = 1'-0"6 RESTROOM 107-ELEVATION
1/2" = 1'-0"9 RESTROOM 107-ELEVATION
NOT FOR CONSTRUCTION
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REF.
1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR DIMENSIONS ARE TYPICALLY INDICATED TO THE EXTERIOR
FACE OF THE STRUCTURE/GRID LINE UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
STUD FACE UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, RESTROOM
FIXTURES, AND EQUIPMENT.
7. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
8. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
9. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
4'-6"
4'-3 7/8"9'-0"7'-4 5/8"
5 1/2"
7'-7"
W3
E1A
E1A
P1A
P1A
P1A
A401
5
4
3
4'-0"
4'-0"
P1A
P1A105.1
A4016
P1A
P1A
P1A
103.1
F3'-0"3'-0"3'-0"3'-0"F3'-3 3/4"
3'-6"
1'-8"
2'-10"
CERAMIC TILE BY OWNER
OVEN
DISHWASHER
COUNTERTOP: QUARTZ
W/ VEINING
CABINETS: 36" WAYPOINT
PAINTED LINEN W/ SLAB
DRAWER
CABINETS: 36" WAYPOINT
PAINTED LINEN
COUNTERTOP: QUARTZ W/ VEINING
2'-8 1/2"
2'-10"
SPACE LEFT OPEN FOR MICROWAVE OVEN;
FINISH INTERIOR OF HOLE WITH WOOD
STAINED TO MATCH CABINETS
3'-0"3'-0"3'-0"
ADJUSTABLE SHELVING
CABINETS: 36"
WAYPOINT PAINTED
LINEN W/ SLAB
DRAWER
LOCKED CABINET
ADJUSTABLE SHELVING
2'-10"
COUNTERTOP: PREMIUM LAMINATE
COLOR BY OWNER
F 3'-0"3'-0"3'-0"F
TV BY OWNER
PROVIDE BACKING
DATA/ELECTRIC
FOR TV
CABINETS: 36" SMART
COLOR BY OWNER
ALCOHOL CABINET BY OWNER
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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11/30/2021 MT KC
1/2" = 1'-0"1 MAIN LEVEL PLAN-KITCHEN
1/2" = 1'-0"2 MAIN LEVEL PLAN-OFFICE
1/2" = 1'-0"5 KITCHEN-CABINET ELEVATION
1/2" = 1'-0"4 KITCHEN-ISLAND ELEVATION
1/2" = 1'-0"6 OFFICE-CABINET ELEVATION
1/2" = 1'-0"3 KITCHEN-CABINET ELEVATION
NOT FOR CONSTRUCTION
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1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR DIMENSIONS ARE TYPICALLY INDICATED TO THE EXTERIOR
FACE OF THE STRUCTURE/GRID LINE UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
STUD FACE UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, RESTROOM
FIXTURES, AND EQUIPMENT.
7. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
8. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
9. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
MANTLE
PROVIDE BLOCKING FOR MANLTE
PROVIDE DATA & BLOCKING FOR TV/ART
FIREPLACE; INSTALL PER
MANUFACRUTER RECOMMENDATIONS
STONE TO 6" ABOVE CEILING
1'-3"
HEARTH SLAB
STONE VENEER
COUNTERTOP: QUARTZ
COLOR BY OWNER
CABINET: 36" SMART
COLOR BY OWNER
F 3'-0"3'-0"3'-0"F
2'-10"
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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11/30/2021 MT KC
1/2" = 1'-0"5 FIREPLACE ELEVATION
1/2" = 1'-0"6 COFFEE BAR ELEVATION
NOT FOR CONSTRUCTION
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MAIN PLT. HT.110'-1 1/8"
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
ROOF
GABLE-END TRUSS
APPLY GYPSUM PANELS
TO FACE OF TRUSS
CEILING LINE
MAIN PLT. HT.110'-1 1/8"
GUTTER
STYLE "D" DRIP EDGE
#15 ROOF FELT
ASPHALT SHINGLES
ALUMINUM FASCIA
2X6 SUBFASCIA
2X4 LOOKOUT @ 24" O.C.
VENTED ALUMINUM SOFFIT
5/4X6 FRIEZE BOARD
TAPE MEMBRANE AT DRIP EDGE
WOOD DOUBLE PLATE
5/8" OSB SHEATHING
R-20 BATT INSULATION
2X6 WOOD STUDS @ 16" O.C.
5/8" DENS GLASS WALL PANELS
CONTINUOUS WEATHER BARRIER
SIDING
R-40 BLOWN INSULATION
WOOD TRUSS BY MANUFACTURER
5/8" GYPSUM WALL PANELS
5/8" OSB SHEATHING
2X8 BLOCKING
DRIP EDGE
TAPE MEMBRANE AT DRIP EDGE
#15 ROOF FELT
ASPHALT SHINGLES
ALUMINUM FASCIA
2X6 SUBFASCIA
2X6 RAKE LADDER
VENTED ALUMINUM SOFFITGABLE END TRUSS
EXTERIOR SHEATHING
CONTONUOUS WEATHER BARRIER
SIDING
5/4X6 FRIEZE BOARD
4 1/2"
6" CMU BLOCK
7/8" HAT CHANNEL
5/8" GYPSUM WALL PANELS
STURCTURAL BOND BEAM
TAPE & PAINT CORNER
GYP. RETURN @ DOOR FRAME
HOLLOW METAL FRAME
DOOR
PELLA WINDOW
TAPE WEATHER BARRIER AT FLANGE
VINYL SIDINGCONTINUOUS WEATHER BARRIER5/8" OSB SHEATHING
2X8 LSL STUD5/8" OSB SHEATHING5/8" GYPSUM WALL PANELS
R-20 BATT INSULATION
HEADER BY CONTRACTOR
GYP RETURN @ WINDOW FRAME
TAPE & PAINT CORNER
1X4 TRIM BOARD
1X8 TRIM BOARD
PELLA WINDOW
TAPE WEATHER BARRIER AT FLANGE
VINYL SIDINGCONTINUOUS WEATHER BARRIER5/8" OSB SHEATHING
2X8 LSL STUD5/8" OSB SHEATHING5/8" GYPSUM WALL PANELS
R-20 BATT INSULATION
1X4 TRIM BOARD
2X12 RAKE LADDER
ALUMINUM FASCIA
DRIP EDGE
SELF ADHERED MEMBRANE LAYER
ASPHALT SHINGLE
VENTED ALUMINUM SOFFIT
6X12 TIMBER STAINED AND SEALED
PRE DRILL HOLE HALFWAY THROUGH TIMBER
10" SCREW
INFILL HOLE WITH WOOD STAINED
AND SEALED TO MATCH
GABLE END TRUSS5/8" PLYWOOD SHEATHING
CONTINUOUS WEATHER BARRIER
SIDING
PICKLEBALL PLT.
HEIGHT113'-0 3/4"
GABLE END TRUSS5/8" PLYWOOD SHEATHINGCONTINUOUS WEATHER BARRIERSIDING
BEAD BOARD SOFFIT
WOOD TRIM STAINED AND SEALED
TAPE WEATHER BARRIER OVER TRIM
PELLA WINDOW
TAPE WEATHER BARRIER AT FLANGE
SIDINGCONTINUOUS WEATHER BARRIER5/8" OSB SHEATHING
2X6 WOOD STUD5/8" OSB SHEATHING5/8" GYPSUM WALL PANELS
R-20 BATT INSULATION
HEADER BY CONTRACTOR
GYP RETURN @ WINDOW FRAME
TAPE & PAINT CORNER
1X4 TRIM BOARD
1X6 TRIM BOARD
PELLA WINDOW
TAPE WEATHER BARRIER AT FLANGE
SIDINGCONTINUOUS WEATHER BARRIER5/8" OSB SHEATHING
2X6 WOOD STUD5/8" OSB SHEATHING5/8" GYPSUM WALL PANELS
R-20 BATT INSULATION
1X4 TRIM BOARD
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
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1 1/2" = 1'-0"1 DRAFT STOP-SECTION
3" = 1'-0"2 TYP. LOOKOUT DETAIL
3" = 1'-0"3 TYP. RAKE LADDER DETAIL
1 1/2" = 1'-0"7 DOOR JAMB @ SAFE ROOM
1 1/2" = 1'-0"5 WINDOW HEADER SECTION @ E9A
1 1/2" = 1'-0"6 WINDOW SILL SECTION @ E9A
1 1/2" = 1'-0"4 TIMBER LOOKOUT
1 1/2" = 1'-0"10 ENTRY SOFFIT DETAIL
1 1/2" = 1'-0"8 TYP. WINDOW HEADER SECTION
1 1/2" = 1'-0"9 TYP. WINDOWSILL SECTION
NOT FOR CONSTRUCTION
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3 1/2"
1'-8 5/8"
3 1/2"1'-2"
5 3/8"
3 1/2"
ALUMINUM FASCIA
GUTTER
2X6 SUBFASCIA
2X4 LOOKOUT @ 24" O.C.
1/2" PLYWOOD SHEATHING
#15 ROOF FELT
ASPHALT SHINGLE
VENTED ALUMINUM SOFFIT
4X4 CEDAR TIMBER BRACKET
2X6 WOOD STUD @ 16" O.C.
5/8" OSB SHEATHING
CONTINUOUS WEATHER BARRIER
6" SIDING (HORIZONTAL)
STYLE "D" DRIP EDGE
PRE DRILL HOLES HALFWAY THROUGH TIMBER; TYP.
INFILL HOLE WITH WOOD STAINED AND SEALED TO MATCH; TYP.
MAIN PLT. HT.110'-1 1/8"
TRUSS BY MANUFACTURER
R-40 BLOWN INSULATION
6X8X16 CMU BLOCK
BOND BEAM
7/8" RC HAT CHANNEL
5/8" GYPSUM WALL PANELS
CEILING LINE; 5/8" GYSPUM WALL PANELS
(2) 3/4" PLYWOOD SHEATHING
(2) 2X8 WOOD STUDS @ 12" O.C.
CONNECTOR STRONG TIE HETA 16
CONNECTOR STRONG TIE HGAM 10
2X8 RIM BOARD
(2) 2X8 WOOD STUDS 16" O.C.
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
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REVISED:
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3" = 1'-0"1 TIMBER BRACKET DETAIL
3" = 1'-0"2 SAFE ROOM HEADER
NOT FOR CONSTRUCTION
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1.G.C. TO COORDINATE PLAN OPENING WIDTH DIMENSIONS W/ SCHEDULE.
2.SAFETY GLAZING SHOULD BE INSTALLED AT THE FOLLOWING LOCATIONS:
INGRESS AND EGRESS DOORS
•FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS.
•FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE
THE WALKING SURFACE.
•GLAZING IN AN INDIVIDUAL OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS NOTED
ABOVE THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
A.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B.EXPOSED TOP EDGE GREATER THAN 36" ABOVE THE FLOOR.
C.ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE
GLASS.
D.EXPOSED BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
•AS OTHERWISE SPECIFIED.
3.INSTALL FIRE RESISTANT GLASS AS REQUIRED FOR RATING AT ALL RATED DOOR/FRAME OPENINGS
WITH GLASS.
4.NO WIRE GLASS ALLOWED ON PROJECT, PROVIDE TEMPERED OR LAMINATED GLASS AS REQ'D. FOR
SAFETY GLASS, AND FIRE RATED GLASS AT FIRE RATED LOCATIONS.
5.ALL HOLLOW METAL DOORS, DOOR FRAMES, & WINDOW FRAMES TO BE PAINTED UNLESS NOTED
OTHERWISE.
6.ALL DOORS ARE TO BE 1 3/4" THICK UNLESS OTHERWISE NOTED OR SCHEDULED.
7.DOOR/FRAME GLAZING IS TO BE 1/4" FLOAT GLASS UNLESS REQUIRED TO BE SAFETY GLASS AS STATED
IN GENERAL NOTES. NOTES FOR OBSCURE GLASS & FIRE RATED CLEAR GLASS STILL APPLY. OPENINGS
NOTED AS "SOUND REDUCTION ASSEMBLY" ARE TO HAVE LAMINATED GLASS EXCEPT AT RATED
OPENINGS. EXTERIOR DOORS TO HAVE DOUBLE PANE INSULATING GLASS AS SPEC'D.
8.DOORS NEXT TO WALLS, NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED
SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO
ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.
9.HM FRAMES TO BE PROVIDED FULL DEPTH OF WALL ASSEMBLY UNLESS NOTED OTHERWISE.
DOOR AND FRAME GENERAL NOTES
1.ALL LOCKS SHALL BE REMOVABLE CYLINDER TYPE, MASTER KEYED.(CONTRACTOR TO COORDINATE
KEYING WITH OWNER)
2. THUMB TURN LOCKS ARE NOT ALLOWED . DEADBOLTS ARE ONLY ALLOWED PER CODE.
3.PROVIDE HARDWARE FOR ALL DOORS AS NOTED. HARDWARE SHALL BE HEAVY DUTY COMMERCIAL
GRADE
4.ALL EXTERIOR DOORS: (UNLESS OTHERWISE NOTED)
-SHALL BE FULLY INSULATED, HEAVY-DUTY CONSTRUCTION.
-FRAMES SHALL BE HEAVY-DUTY HOLLOW METAL CONSTRUCTION.
-SHALL HAVE LEVER STYLE ADA DOOR HANDLES AND/OR PULLS.
-SHALL HAVE LOCKING DEVICES. PANIC HARDWARE AT REQUIRED EXITS.
5.ALL INTERIOR DOORS: (UNLESS OTHERWISE NOTED)
-SHALL BE SOLID-CORE, WOOD.
-DOORS BETWEEN FULL HVAC AND REDUCED HVAC SPACES SHALL BE FULLY INSULATED.
-FRAMES SHALL BE HEAVY DUTY HOLLOW METAL CONSTRUCTION.
GLASS KEY
VISION GLASS
SPANDREL GLASS
SAFETY GLAZING
DOOR HARDWARE GENERAL NOTES
S
F FG
SEE SCHED.
SEE SCHED.
SEE SCHED.
SEE SCHED.
1'-0"
8"
6"6"FILL
FILL
S
2"SEE SCHED.2"
2"
SEE SHCED.
2 1/2"SEE SCHED.2 1/2"
2 1/2"
SEE SCHED.
HM-001 AL-002
2"SEE SCHED.2"
4"
SEE SHCED.
HM-002
2"SEE SCHED.
2"
1'-0"
2"
HM-003
2"
SEE SCHED.
2"
S
PELLA WINDOWS
WINDOW TRIM;
TO MATCH SIDING
SILL
6'-10 7/8"
2'-0"
4'-0"
6'-5"
SILL
1'-9 1/2"
12'-0"
3'-0"3'-0"3'-0"3'-0"
PELLA WINDOWS
WINDOW TRIM;
TO MATCH SIDINGSSSS
PELLA WINDOWS
WINDOW TRIM;
TO MATCH SIDING6'-0"
SILL
2'-2 5/8"
5'-2"
S
SS
S
SILL
1'-9 1/2"
6'-5"
7'-2"
1'-0 1/2"
3'-10"6"3'-4"6"3'-10"
12'-0"
PELLA WINDOWS
WINDOW TRIM;
TO MATCH SIDING
2'-6"
5'-4 1/4"
6'-5"
1'-9 1/2"
PELLA WINDOWS;SPANDREL GLASS
WINDOW TRIM;
TO MATCH SIDING
6'-8"
3'-4"3'-4"
16'-0 3/4"
3'-1 3/8"
1'-5 5/8"
2 1/2"
8'-0"
10'-0"
2 1/2"1'-7"2 1/2"6'-0"2 1/2"1'-7"2 1/2"
S S SS
12'-9 1/2"
DOOR & FRAME SCHEDULE
DOOR NO.ROOM
DOOR FRAME
FIRE RATING REMARKS
SIZE
TYPE MTRL GLAZ TYPE MTRL GLAZ HDWRWD HT TK
100.1 VESTIBULE 6'-0" 8'-0" 1 3/4" FG1 : FG HM GLAZING AL-002 HM GLAZING 1
102.1 FIREPLACE LOUNGE 6'-0" 8'-0" 1 3/4" FG1 : FG HM GLAZING AL-002 HM GLAZING 1
103.1 OFFICE 3'-0" 7'-0" 1 3/4" FG WD GLAZING HM-001 HM GLAZING 2
105.1 MEETING 2'-6" 7'-0" 1 3/4" F WD --HM-001 HM --4
106.1 EXERCISE 3'-0" 7'-0" 1 3/4" FG WD GLAZING HM-001 HM --2
107.1 RR 3'-0" 7'-0" 1 3/4" F WD --HM-002 HM --3
108.1 RR 3'-0" 7'-0" 1 3/4" F WD --HM-002 HM --3
109.1 MECH 3'-0" 7'-0" 1 3/8" F WD --HM-001 HM --4
110.1 JAN.3'-0" 7'-0" 1 3/4" F WD --HM-001 HM --4
111.1 OUTDOOR STORAGE 6'-0" 7'-0" 1 3/4" F HM --HM-001 HM --2
112.2 HALLWAY 3'-0" 7'-0" 1 3/4" FG WD GLAZING HM-001 HM --1
112.3 HALLWAY 3'-0" 7'-0" 1 3/4" FG WD GLAZING HM-001 HM --1
113.1 PICKLEBALL 3'-0" 7'-0" 1 3/4" FG WD GLAZING HM-001 HM --2
113.2 PICKLEBALL 3'-0" 7'-0" 1 3/4" FG WD GLAZING HM-001 HM --1
114.1 STOR.6'-0" 7'-0" 1 3/8" F WD --HM-001 HM --4
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
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1/4" = 1'-0"1 DOOR PANEL ELEVATIONS
GLAZING
GLAZING
1/4" = 1'-0"2 DOOR FRAME ELEVATIONS
HARDWARE SET 1
• 2 PAIR HINGES
• ENTRY LOCKSET
• LEVER HANDLE/PANIC HARDWARE
• CLOSER
• SILENCER
HARDWARE SET 2
• 2 PAIR HINGES
• OFFICE LOCKSET
• LEVER HANDLE BOTH SIDES
• CLOSER
• SILENCER
HARDWARE SET 3
• 2 PAIR HINGES
• PASSAGE LOCKSET
• PUSH PANEL/PULL HANDLE
• CLOSER
• SILENCER
HARDWARE SET 4
• 2 PAIR HINGES
• OFFICE LOCKSET
• LEVER HANDLE BOTH SIDES
• CLOSER
• SILENCER
*ADDITIONAL WINDOW ENGINEERING
REQUIRED BY MANUFACTURER
*ADDITIONAL WINDOW ENGINEERING
REQUIRED BY MANUFACTURER
*ADDITIONAL WINDOW ENGINEERING
REQUIRED BY MANUFACTURER
*ADDITIONAL WINDOW ENGINEERING
REQUIRED BY MANUFACTURER
1/4" = 1'-0"6 WINDOW-W4
1/4" = 1'-0"3 WINDOW-W1
1/4" = 1'-0"5 WINDOW-W3
1/4" = 1'-0"8 WINDOW-W6
1/4" = 1'-0"4 WINDOW-W2
1/4" = 1'-0"7 WINDOW-W5
HM-003
NOT FOR CONSTRUCTION
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REF.
GAMES
104 FIREPLACE LOUNGE
102
MEETING
105
STOR.
114
OFFICE
103
EXERCISE
106
RR
107
RR
108
MECH
109
JAN.
110
OUTDOOR STORAGE
111
HALLWAY
112
PICKLEBALL
113
VESTIBULE
100
COFFEE LOUNGE
101
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
DATE:DRAWN
BY:
CHK'D
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REVISED:
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1/8" = 1'-0"1 FINISH FLOOR PLAN
ROOM FINISH SCHEDULE
ROOM NO. ROOM NAME FLR BASE
WALLS CEILINGS
REMARKSNORTH EAST SOUTH WEST MTRL HEIGHT
100 VESTIBULE LVP-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
101 COFFEE LOUNGE LVP-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
102 FIREPLACE LOUNGE LVP-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
103 OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
104 GAMES LVP-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
105 MEETING LVP-1 VB-1 PT-1 PT-1 CMT-2/PT-1 PT-1 GYP.10'-0 1/2"
106 EXERCISE RF-2 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
107 RR CMT-1 CB-1 CMT-1/EPT-1 CMT-1/EPT-1 CMT-1 CMT-1/EPT-1 GYP.9'-1 7/8"
108 RR CMT-1 CB-1 CMT-1 CMT-1/EPT-1 CMT-1/EPT-1 CMT-1/EPT-1 GYP.9'-1 7/8"
109 MECH CONC-1 VB-1 EPT-1 EPT-1 EPT-1 EPT-1 GYP.10'-0 1/2" LEVEL 1 FINISH
110 JAN.CONC-1 VB-1 FRP-1/EPT-1 FRP-1/EPT-1 FRP-1/EPT-1 FRP-1/EPT-1 GYP.10'-0 1/2" LEVEL 1 FINISH/FRP UP TO 4'-0"
111 OUTDOOR STORAGE CONC-1 VB-1 EPT-1 EPT-1 EPT-1 EPT-1 GYP.10'-0 1/2" LEVEL 1 FINISH
112 HALLWAY CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
113 PICKLEBALL RF-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.13'-0"
114 STOR.LVP-1 VB-1 PT-1 PT-1 PT-1 PT-1 GYP.10'-0 1/2"
INTERIOR FINISH LEGEND
KEY KEY DESCRIPTION DESCRIPTION MANUFACTURER PRODUCT/NUMBER COLOR/NAME REMARKS
LVP-1
CPT-1
CMT-1
CMT-2
VLT-1
RF-1
PT-1
EPT-1
VB-1
CB-1
LUXURY VINYL PLANK
CARPET TILE
CERAMIC TILE
CERAMIC TILE
VINYL TILE
MODUTILE ATHELTIC TILE FLOOR W/ LINING
PAINT
EPOXY PAINT
VINYL BASE
CERAMIC BASE
TBD
CPT-2 CARPET TILE
TBDCORETECTBD
TBDTBDTBD
TBDTBDTBD
TBDTBDTBD
TBDTBDTBD
TBDTBDTBD
TBDTBDTBD
TBDTBDTBD
TBDTBDTBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD TBD
TBD TBD TBD
TBDTBD
TBD
RF-2 AMORIUM RUBBER FLOORING TBDTBDTBDTBD
CONC-1 SEALED CONCRETE TBD TBD TBD TBD
N
FRP-1 FIBERGLASS REINFORCED PLASTIC TBDTBDTBDTBD
NOT FOR CONSTRUCTION
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GP GENERAL PARAMETERS
GP1 STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND
ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK.
GP2 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF ANY ITEMS.
GP3 DRAWINGS SHALL BE COORDINATED WITH ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL OPENINGS,
ELECTRICAL COMPONENTS, FLOOR DEPRESSIONS, ETC. NOT SHOWN ON
DRAWINGS. COORDINATE LOCATION, SIZE AND REINFORCEMENT OF ALL OPENINGS
WITH RESPECTIVE TRADES BEFORE FABRICATION. REPORT ANY DISCREPANCIES
AND/OR INTERFERENCE PROBLEMS TO THE ARCHITECT AND STRUCTURAL
ENGINEER OF RECORD.
GP4 THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO
THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND
DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE
GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE PROVIDED,
CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
GP5 THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING,
SHEAR WALLS, X-BRACING, AND EXTERIOR WALLS ARE COMPLETE AND HAVE
ACHIEVED FINAL DESIGN STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE FOR
MAINTAINING STRUCTURAL STABILITY OVERALL AND TO ALL PORTIONS OF THE
BUILDING DURING DEMOLITION, ERECTION AND CONSTRUCTION. TEMPORARY
GRAVITY AND LATERAL FORCE BRACING SYSTEMS THAT MAY BE REQUIRED WILL
BE DESIGNED BY, AND AT THE EXPENSE OF, THE CONTRACTOR. STRUCTURAL
DRAWINGS DO NOT NECESSARILY INDICATE ANY OR ALL REQUIRED TEMPORARY
SUPPORT SYSTEMS. TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED
UNTIL STRUCTURAL WORK IS COMPLETE OR CONTRACTOR DEEMS THE AREA
UNDER CONSIDERATION TO BE STABLE.
GP6 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL
RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF
STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.
GP7 RETAINING WALLS AND BASEMENT WALLS WHICH TIE TO UPPER SLABS SHALL NOT
BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL DESIGN STRENGTH, UNLESS
ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL.
GP8 AS USED IN GENERAL NOTES AND THROUGHOUT STRUCTURAL DRAWINGS, THE
TERM "CONTRACTOR" IS DEFINED TO INCLUDE ANY OR ALL OF THE FOLLOWING:
GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION
MANAGER AND THEIR SUBCONTRACTORS, FABRICATORS, INSTALLERS, DELEGATED
DESIGNERS/ENGINEERS AND ERECTORS.
SU SUBMITTALS
SU1 GENERAL CONTRACTOR TO PROVIDE A SHOP DRAWING SUBMITTAL LOG ITEMIZING
ALL PROPOSED SUBMITTALS FOR APPROVAL BY STRUCTURAL ENGINEER OF
RECORD.
SU2 ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND APPROVED
BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL
ENGINEER OF RECORD. SHOP DRAWING REVIEW BY ENGINEER IS LIMITED TO
VERIFYING GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS.
CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THE CONTRACT
DOCUMENTS, DIMENSIONAL ERRORS, COORDINATION ERRORS, OR OMISSIONS IN
SHOP DRAWINGS.
SU3 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO
FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS,
INCLUDING THE FOLLOWING:
● CONCRETE MIX DESIGNS (5 DAYS BEFORE POUR, MIN.)
● CONCRETE REINFORCEMENT
● PREMANUFACTURED WOOD ROOF TRUSS SYSTEMS
SU4 SHOP DRAWINGS SHALL INCLUDE CONNECTIONS AS WELL AS SIZE, SPACING, AND
GRADE OF ALL MEMBERS. PLANS AND ANY DETAILING NECESSARY FOR
DETERMINING FIT AND PLACEMENT SHALL ALSO BE INCLUDED.
SU5 IF SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL
DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER
REGISTERED IN THE APPROPRIATE STATE. ANY CHANGES TO THE STRUCTURAL
DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO
REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.
SU6 DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND
FABRICATION OF ITEMS THAT ARE DESIGNED BY CONTRACTOR, INCLUDING:
● PREMANUFACTURED WOOD ROOF TRUSS SYSTEMS
SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE
APPROPRIATE STATE AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO
FABRICATION AND CONSTRUCTION. CALCULATIONS SHALL BE INCLUDED FOR ALL
CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON
STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS.
SU7 ITEMS THAT ARE DESIGNED BY CONTRACTOR SHALL BE DESIGNED TO RESIST
THE LIVE LOADS INDICATED IN STRUCTURAL NOTES, DEAD LOAD, SELF WEIGHT,
ANY ADDITIONAL LOADING INDICATED ON PLANS AND DETAILS, SNOW DRIFT, AND A
NET WIND UPLIFT.
SU8 ITEMS THAT ARE DESIGNED BY CONTRACTOR SHALL INCLUDE ANY RELEVANT
TECHNICAL LITERATURE FROM MANUFACTURER. ALSO PROVIDE A CERTIFICATION
FROM THE MANUFACTURER SHOWING THE PRODUCT IS IN COMPLIANCE WITH ALL
APPLICABLE CODES AND STANDARDS.
SU9 CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL,
PLUMBING, AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING
WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE SHALL CONFORM TO
ASCE 7, CHAPTER 13 AND SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN
THE APPROPRIATE STATE, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR
TO FABRICATION.
SU10 FIELD ENGINEERED DETAILS DEVELOPED BY CONTRACTOR THAT DIFFER FROM OR
ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF
AN ENGINEER REGISTERED IN THE APPROPRIATE STATE AND SHALL BE
SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.
FP FOUNDATION PARAMETERS
FP1 SIZE AND BOTTOM ELEVATIONS OF FOOTINGS HAVE BEEN ESTABLISHED BASED ON
THE GEOTECHNICAL REPORT FILE NO. 1-4776 PREPARED BY TEAM SERVICES AND
DATED 04/22/2020. AS EXCAVATION PROGRESSES,
UNANTICIPATED SOIL CONDITIONS MAY REQUIRE CHANGES. CONTACT
STRUCTURAL ENGINEER OF RECORD FOR EVALUATION OF THESE CHANGES.
FP2 ALLOWABLE SOIL BEARING PRESSURE
CONTINUOUS FOOTINGS.........................................1500 PSF
SQUARE FOOTINGS.................................................1500 PSF
FP3 MINIMUM FOOTING DEPTH FOR FROST PROTECTION
(BELOW FINISHED GRADE)......................................42 IN.
FP4 DESIGN EARTH PRESSURES:
ACTIVE ..................................................................................... 35 PCF
PASSIVE ...................................................................................260 PCF
AT REST ...................................................................................60 PCF
FP5 GEOTECHNICAL ENGINEER IS SOLE JUDGE OF THE SUITABILITY OF UNDERLYING
MATERIAL TO SUPPORT FOUNDATIONS. BEARING MATERIAL SHALL BE APPROVED
BY GEOTECHNICAL ENGINEER BEFORE FOUNDATION INSTALLATION. DO NOT
PROCEED WITHOUT APPROVAL.
FP6 PRIOR TO COMMENCING EARTHWORK, CONTRACTOR SHALL REVIEW AND BE
FAMILIAR WITH ALL ASPECTS OF THE GEOTECHNICAL REPORT. CONTACT
GEOTECHNICAL ENGINEER IF QUESTIONS OR DISCREPANCIES.
COMMON NAIL SCHEDULE
PENNYWEIGHT LENGTH (IN.) DIAMETER (IN.)
6d 2.00 0.113
8d 0.131
10d 0.148
16d 0.162
20d 0.192
2.50
3.00
3.50
4.00
8" o.c.
WOOD FASTENER SCHEDULE
NUMBER OR SPACING OF FASTENERS REQUIRED PER CONNECTION
minimum nominal nail length (inches) x minimum nominal nail shank diameter (inches)
Top or sole plate to stud
/ end nail
Stud to top or sole plate
/ toe-nail
Top plate laps and
intersections / face nail
each side of lap
Sole plate to joist or
blocking / face nail
Sole plate to joist orblocking at braced wallpanel /face nail (numberper 16" joist space)
Roof rafter to 2x ridge
beam / toe-nail
Roof rafter to 2x ridgebeam / face nail throughbeamintoend of rafter
Ceiling joists laps over
partitions / face nail
Ceiling joist to parallel
rafter / face nail
Collar tie to rafter
/ face nail
Jack rafter to hip
/ toe-nail
Jack rafter to hip
/ face nail
Roof rafter to plate
/ toe nail
Corner studs
/ face nail
Double studs
/ face nail
Double top plate
/ face nail
Diagonal bracing
/ face nail each stud
N/AN/A12" o.c.12" o.c.8" o.c.16" o.c.16" o.c.16" o.c.
12" o.c.
16" o.c. 12" o.c. 12" o.c.
8" o.c.
8" o.c.
6" o.c. 8" o.c.
12" o.c.12" o.c. N/A
N/A
N/A
N/A
N/A - Fastener not applicable to connection
16" o.c.
12" o.c.
24" o.c.
2 3 3 4 N/A 4 4
8" o.c.8" o.c.6" o.c.8" o.c.8" o.c.8" o.c.16" o.c.
2
2
3
2 3
4
3
2 2
3
4
3 3
4
3 4 3
22 3
4
45
4
4
4
3
3
N/A
3
N/A
5
N/A N/A
5
N/A
4
N/A
N/AN/A
2 3 3 3 3 4 4 N/A N/A
N/AN/A44N/A3332
3 3 3 3 4 4 5 5
N/AN/A4433332
3 3 4 4 5 4 4 N/A N/A
N/AN/A
N/AN/A3344544
4464443
3 4 4 4 6 4 4 N/A N/A
N/A65555543Ceiling joist to plate
/ toe-nail
Built-up girders andbeams /face nail at topand bot. staggered eachside of each layer
24" o.c.
(3 ea. end
and splice)
24" o.c.
(3 ea. end
and splice)
24" o.c.
(3 ea. end
and splice)
24" o.c.
(3 ea. end
and splice)
16" o.c.
(4 ea. end
and splice)
16" o.c.
(3 ea. end
and splice)
16" o.c.
(3 ea. end
and splice)
N/A N/A
3" o.c.6" o.c.4" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.Rim joist to top plate/toe-nail
Bridging to joist/toe-nail each end N/A N/A N/A N/A 2 3 3 3 4
N/AN/A4434333
Blocking between joist or
rafter to top plate
/ toe-nail
Joist to sill or girder
/ toe-nail
Ledger strip
/ face nail
Joist to band joist
/ face nail
N/AN/A4434333
3 4 4 4 6 4 4 N/A N/A
N/AN/A66N/A5553
CONNECTION/LOCATION 3 1/2
x 0.162
3
x 0.148
3 1/4
x 0.131
3
x 0.131
2 1/2
x 0.131
3 1/4
x 0.120
3
x 0.120
2 3/8
x 0.113
2
x 0.113
8" o.c.8" o.c.
3
TYPICAL STRUCTURAL ABBREVIATIONS
(PERIODS w/ ABBREVIATIONS MAY BE OMITTED WITHOUT CHANGING MEANING).
& AND
@ AT
A.B. ANCHOR BOLT
A.C.I. AMERICAN CONCRETE INSTITUTE
A.E.S.S. ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
A.I.S.C. AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
A.S.T.M. AMERICAN SOCIETY FOR
TESTING AND MATERIALS
ADD. ADDENDUM
ADD'L. ADDITIONAL
ALT. ALTERNATE
ARCH. ARCHITECTURAL
B.P. BASE PLATE
B/ BOTTOM OF
BLDG. BUILDING
BRG. BEARING
C.I.P. CAST IN PLACE
C.J. CONSTRUCTION JOINT
C.M.U. CONCRETE MASONRY UNIT
C.P. COMPLETE PENETRATION
CL CENTERLINE
CLG. CEILING
CLR. CLEAR
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACTOR
D.B.A. DEFORMED BAR ANCHOR
D.L. DEAD LOAD
L ANGLE
L.L LIVE LOAD
L.L.H. LONG LEG HORIZONTAL
L.L.V. LONG LEG VERTICAL
L.P. LOW POINT
LB. POUND
L.S.H. LONG SIDE HORIZONTAL
L.S.V. LONG SIDE VERTICAL
LONG. LONGITUDINAL
LT. GA. LIGHT GAGE
M.E.P. MECHANICAL, ELECTRICAL,
PLUMBING
M.S.J.C. MASONRY STANDARDS JOINT
COMMITTEE
MAX. MAXIMUM
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTL. METAL
N.D.S. NATIONAL DESIGN
SPECIFICATION
N.I.C. NOT IN CONTRACT
N.S. NEAR SIDE
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.S.H.A. OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION
O.W.J. OPEN WEB JOIST
OPNG. OPENING
OPP. OPPOSITE
P.C.I. PRECAST/PRESTRESSED
CONCRETE INSTITUTE
DET. DETAIL
DIA. or Φ DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DN. DOWN
DWGS. DRAWINGS
E.F. EACH FACE
E.J. EXPANSION JOINT
E.W. EACH WAY
EA. EACH
EL. ELEVATION
ELEC. ELECTRICAL
EQ. EQUAL
EXT. EXTERIOR
F.S. FAR SIDE
FIN. FINISH
FM FOUNDATION MISCELLANEOUS
FNDN. FOUNDATION
FT FOOT/FEET
GA. GAGE
GALV. GALVANIZED
GC. GENERAL CONTRACTOR
H.P. HIGH POINT
HORIZ. HORIZONTAL
HT. HEIGHT
I.B.C. INTERNATIONAL BUILDING CODE
IN. INCH/INCHES
INT. INTERIOR
K or k KIP
P.P. PARTIAL PENETRATION
P.S.I. POUNDS PER SQUARE INCH
P.S.F. POUNDS PER SQUARE FOOT
P.C.F. POUNDS PER CUBIC FOOT
PL PLATE
PLBG. PLUMBING
QTY. QUANTITY
R or RAD. RADIUS
REF. REFERENCE
REINF. REINFORCING
REQ'D. REQUIRED
REV. REVISION
RRE RAKER RHODES ENGINEERING
S.D.I. STEEL DECK INSTITUTE
S.J.I. STEEL JOIST INSTITUTE
S.O.G. SLAB ON GRADE
SCHED. SCHEDULE
SIM. SIMILAR
SPA. SPACING/SPACES
SPECS. SPECIFICATIONS
STD. STANDARD
STRUC. STRUCTURAL
T/ TOP OF
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
V.I.F. VERIFY IN FIELD (FIELD VERIFY)
w/ WITH
w/o WITHOUT
W.F. WIDE FLANGE
W.P. WORKPOINT
W.W.F. WELDED WIRE FABRIC
VERIFICATION AND INSPECTION FREQUENCY
/ TASK
1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS,
& VERIFY PLACEMENT.
9. INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.
CONCRETE
SOILS
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY.
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH & HAVE REACHED
PROPER MATERIAL.
3. PERFORM CLASSIFICATION & TESTING OF COMPACTED FILL MATERIALS.
4. VERIFY USE OF PROPER MATERIALS, DENSITIES & LIFT THICKNESSES DURING
PLACEMENT & COMPACTION OF COMPACTED FILL.
5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE & VERIFY
THAT SITE HAS BEEN PREPARED PROPERLY.
PROGRAM FOOTNOTES
1. THE ITEMS INDICATED ABOVE SHALL BE INSPECTED IN ACCORDANCE WITH CHAPTER 17 OF
THE IBC BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR
MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS
& THE SPECIFIC STRUCTURAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES
OF ALL STRUCTURAL TESTING & INSPECTION REPORTS DIRECTLY TO THE ARCHITECT,
STRUCTURAL ENGINEER, CONTRACTOR, & BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO
MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER
DESIGNED COMPONENTS.
2.CONT.-CONTINUOUS SPECIAL INSPECTION. SPECIAL INSPECTOR IS PRESENT WHEN & WHERE
THE WORK TO BE INSPECTED IS BEING PERFORMED. (IBC SECTION 1702).
3.PERIODIC -PERIODIC SPECIAL INSPECTION. SPECIAL INSPECTOR IS INTERMITTENTLY PRESENT
WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED.
4.OBSERVE -SPECIAL INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS.
OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS (AISC 360 SECTION N5).
5.PERFORM -SPECIAL INSPECTOR SHALL PERFORM THESE TASKS FOR EACH JOINT, CONNECTION,
ELEMENT OR MEMBER (AISC 360 SECTION N5).
6. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR
(IBC SECTION 1704.2.2).
7. ALL WELDS SHALL BE VISUALLY INSPECTED.
8. CJP WELDS SHALL BE TESTED ULTRASONICALLY OR BY SIMILAR APPROVED METHOD.
9. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL
USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE
REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION
AND FURNISHES EVIDENCE OF COMPLIANCE.
10. ALL ELEMENTS OF THE WOOD FRAMED LATERAL LOAD RESISTING SYSTEM SHALL BE VISUALLY
INSPECTED.
SP SPECIAL INSPECTION
SP1 SPECIAL INSPECTION PROGRAM SHALL CONFORM TO CHAPTER 17 OF THE IBC.
SP2 THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PERFORM THE REQUIRED
TESTS AND SPECIAL INSPECTIONS WITH QUALIFICATIONS DESCRIBED PER IBC
CHAPTER 17 AND THE PROJECT SPECIFICATIONS.
SP3 SPECIAL INSPECTION REPORTS SHALL BE FURNISHED TO BUILDING OFFICIAL,
OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND CONTRACTOR.
SP4 SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE
STRUCTURAL WORK WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S
KNOWLEDGE, PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS.
SP5 SPECIAL INSPECTION PROGRAM:
2. INSPECT REINFORCING BAR WELDING:
3. INSPECT ANCHORS CAST IN CONCRETE.
5. VERIFY USE OF REQUIRED DESIGN MIX.
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH
TESTS, PERFORM SLUMP & AIR CONTENT TESTS AND DETERMINE CONCRETE
TEMPERATURE.
7. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.
8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE & TECHNIQUES.
PERIODIC
PERIODIC
PERIODIC
PERIODIC
PERIODIC
CONT.
CONT.
PERIODIC
PERIODIC
PERIODIC
PERIODIC
CONT.
A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706.
B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16".
C. INSPECT ALL OTHER WELDS.
PERIODIC
PERIODIC
CONT.
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS:
A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.
CONT.
B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.PERIODIC
CN CONCRETE NOTES
CN1 CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE IBC.
CN2 WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING
CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM OF 1/4"
AMPLITUDE.
CN3 ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 3/4" U.N.O.
CN4 CONCRETE FORMWORK:
CN4.1 SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT
SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO POURING CONCRETE. CONDUITS
EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION
THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE
SPACED CLOSER THAN THREE DIAMETERS ON CENTER.
CN4.2 VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND PLUMBING REQUIREMENTS PRIOR TO POURING.
CN5 CONCRETE REINFORCEMENT:
CN5.1 DETAILING, FABRICATION, AND PLACEMENT OR REINFORCEMENT SHALL
CONFORM TO ACI-315.
CN5.2 ALL REINFORCEMENT TO BE ASTM A615 GRADE 60 U.N.O. WELDED WIRE
FABRIC TO BE ASTM A185 WITH WIRE CONFORMING TO ASTM A82.
REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE USING #16
ANNEALED IRON WIRE. REINFORCEMENT SHALL BE CONTINUOUS
THROUGH ALL CONSTRUCTION JOINTS, U.N.O.
CN5.3 ALL CONTINUOUS REINFORCING SHALL BE SPLICED USING CLASS B
TENSION SPLICES, U.N.O.
CN5.4 BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED
CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE
CRSI MANUAL OF STANDARD PRACTICE, MSP-1.
CN5.5 CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS,
INTERSECTING WALLS AND INTERSECTING FOUNDATIONS. REFER TO
TYPICAL DETAILS FOR LAYOUT OF CORNER BARS AND BARS IN SMALL
WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS OR HOOKED
DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE
HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL
REINFORCING.
CN5.6 ADD TWO DIAGONAL #5 BARS, FOUR FEET LONG, CENTERED, AT EACH
CORNER OF FOUNDATION OR SLAB OPENING, U.N.O.
CN5.7 U.N.O., INSTALL WWF 1 1/2" FROM TOP OF ALL SLABS ON GRADE, TOPPING
SLABS ON DECK, OR TOPPING SLABS ON PRECAST. LAP JOINTS TWO FULL
MESHES BUT NOT LESS THAN 8". AT CONSTRUCTION JOINTS, LOCATE
WWF AT MID DEPTH OF SLAB.
CN6 COVERAGE FOR REINFORCEMENT:
CN6.1 CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH ................. 3"
CN6.2 CONCRETE EXPOSED TO EARTH AND WEATHER:
#6 THRU #18 BARS ................................ 2"
#5 BAR, W31 OR D31 WIRE
AND SMALLER ....................................... 1 1/2"
CN6.3 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT
WITH GROUND:
SLABS, WALLS, JOISTS:
#14 AND # 18 .......................................... 1 1/2"
#11 BAR AND SMALLER ........................ 3/4"
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT,
TIES, STIRRUPS, SPIRALS ................... 1 1/2"
CN7 CONCRETE COMPRESSIVE STRENGTHS SHALL BE VERIFIED BY STANDARD
28-DAY CYLINDER TESTS PER ASTM C39 AND SHALL BE AS FOLLOWS:
FOOTINGS.............................................................. f'c = 3,000 PSI
WALLS/PIERS/COLUMNS....................................... f'c = 4,000 PSI
SLABS ON GRADE .................................................. f'c = 4,000 PSI
CN8 SPECIAL INSPECTOR SHALL BE NOTIFIED IF ANY WATER IS TO BE ADDED IN FIELD.
CN9 CONCRETE FOUNDATIONS:
CN9.1 ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED BY
THE SOILS ENGINEER PRIOR TO PLACEMENT OF CONCRETE.
CN9.2 ACCURATELY SET AND SECURELY SUPPORT REINFORCING, DOWELS
AND ANCHOR BOLTS PRIOR TO PLACEMENT OF CONCRETE. WET-
STICKING OR FLOATING OF REINFORCING,DOWELS AND ANCHOR RODS IS
NOT ALLOWED.
CN9.3 PROVIDE CONSTRUCTION JOINTS, INSERTS, SLEEVES, DOWELS,
ANCHORS, ETC., AS SHOWN. ITEMS SHALL BE INSTALLED PER
MANUFACTURER'S INSTRUCTIONS AND ACCORDING TO USUAL ACCEPTED
STANDARDS OF THE TRADE. ANCHOR RODS PER ASTM F1554 AS SHOWN.
CN9.4 ALL FOUNDATION COLD JOINTS SHALL BE KEYED. CONTINUOUS
REINFORCING SHALL EXTEND ONE DEVELOPMENT LENGTH PLUS 6".
LOCATE FOUNDATION COLD JOINTS AT EXPANSION JOINTS IN MASONRY
VENEER WHEN POSSIBLE.
CN9.5 REINFORCING SHOWN ON DETAILS IS THE REQUIRED MINIMUM. AT
CONTRACTOR'S OPTION AND EXPENSE, ADDITIONAL REINFORCING MAY
BE PERMITTED TO ASSIST IN EASE OF CONSTRUCTABILITY. ADDITIONAL
REINFORCING MUST BE SUBMITTED FOR REVIEW ON SHOP DRAWINGS.
CN10 PROVIDE MINIMUM 6000 PSI NON-SHRINK, NON-METALLIC GROUT UNDER COLUMN
BASE PLATES. GROUT SHALL NOT CONTAIN GYPSUM. COLUMN BASES TO BE
GROUTED BEFORE PLACEMENT OF CONCRETE TOPPING ON STEEL FORMS.
CN11 MINIMUM 4" CONCRETE SLAB ON GRADE WITH WWF 6X6-W2.1 X W2.1, OVER VAPOR
BARRIER, OVER A MINIMUM 6" COMPACTABLE, TRIMMABLE, GRANULAR FILL, TYP.
U.N.O. ON DRAWINGS AND GEOTECHNICAL REPORT.
CN12 SLAB CONTROL JOINTS:
CN12.1 PROVIDE SLAB CONTROL JOINTS FOR THE FOLLOWING, U.N.O.:
• SLAB-ON-GRADE ...........................................................10' ± 2'
CN12.2 PROVIDE SLAB CONTROL JOINTS ON GRID LINE WHERE PRACTICAL.
CN12.3 MAINTAIN A SLAB CONTROL JOINT ASPECT RATIO OF APPROXIMATELY 1:1.
CN13 PROVIDE VERTICAL WALL JOINTS AS FOLLOWS, U.N.O.:
CN13.1 WALLS TALLER THAN 12'..................................................H (H = WALL HEIGHT)
CN13.2 WALLS 8' - 12'......................................................................2*H
CN13.3 WALLS SHORTER THAN 8'................................................3*H
CN13.4 PROVIDE WALL JOINT WITHIN 10' OF ALL CORNERS AND IN LINE WITH
EDGES OF ALL WALL OPENINGS.
CN13.5 MAXIMUM WALL JOINT SPACING SHALL NOT EXCEED 25 FEET.
CN14 CONCRETE ACCESSORIES:
CN14.1 U.N.O., EXPANSION BOLTS TO BE HILTI KWIK BOLT TZ OR APPROVED
EQUIVALENT WITH EQUAL ICC TENSION AND SHEAR VALUES. EXPANSION
ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN
NEW OR EXISTING CONCRETE DURING INSTALLATION.
CN14.2 U.N.O., EPOXY ANCHORS TO BE HILTI HIT-RE 500 V3 OR APPROVED
EQUIVALENT WITH EQUAL ICC TENSION AND SHEAR VALUES. EPOXY
ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN
NEW OR EXISTING CONCRETE DURING INSTALLATION.
CN15 PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES TO BE HOT-DIP
GALVANIZED AFTER FABRICATION, U.N.O. NO LOADS OR WELDS SHALL BE PLACED
ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING.
CN16 U.N.O. IN ARCHITECTURAL DRAWINGS, 2" RIGID EXTRUDED POLYSTYRENE
PERIMETER INSULATION OR EQUAL TO BE INSTALLED ON INSIDE FACE OF
FOUNDATION WALL/GRADE BEAM, EXTENDING DOWN FROM THE TOP OF
FOUNDATION 42 INCHES, AND EXTENDING IN FROM THE EDGE OF FOUNDATION 24
INCHES BELOW SLAB.
CN17 EPOXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-
COMPONENT, LIQUID EPOXY WITH NON-SAG CONSISTENCY AND A LONG POT LIFE.
THE EPOXY ADHESIVE SHALL BE SUITABLE FOR USE IN DRY OR DAMP CONDITIONS.
MINIMUM SHEAR STRENGTH SHALL BE 5,000 PSI; MINIMUM TENSILE STRENGTH
SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT
COMPLIANCE WITH THE APPROVED ICC REQUIREMENTS. DO NOT CUT
REINFORCING IN NEW OR EXISTING CONCRETE DURING PLACEMENT.
CN18 COLD WEATHER PROTECTION
CN18.1 DURING COLD WEATHER CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR PROTECTING CURING CONCRETE PER THE RQMTS. OF ACI 306.
CN18.2 DURING COLD WEATHER CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR PROTECTING FOUNDATIONS THAT DO NOT EXTEND TO FROST DEPTH
FROM HEAVING. AT CONTRACTOR'S OPTION, BOTTOM OF FOOTINGS MAY
BE EXTENDED BEYOND THE FROST ZONE, IN LIEU OF SURFACE
PROTECTION METHODS. NO ADD'L REINFORCING WILL BE REQ'D AT
EXTENDED FOUNDATIONS. ALL MITIGATION WORK SHALL BE PART OF THE
CONTRACTOR BID AND NOT COMPENSIBLE BY CHANGE ORDER.
CN18.3 CONTRACTOR TO PROVIDE A FROST STOOP PER TYP. STOOP DETAIL @
ALL EXTERIOR DOORS, SEE ARCH. FOR DOOR LOCATIONS.
WF WOOD FRAMING NOTES
WF1 WOOD FRAMING WORK SHALL COMPLY WITH CHAPTER 23 OF THE IBC.
WF2 THE QUALITY OF WOOD PRODUCTS AND FASTENERS, AND THE DESIGN OF
OAD-SUPPORTING MEMBERS AND CONNECTIONS, SHALL CONFORM TO THE
TANDARDS SPECIFIED IN THE AWC NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION AND ITS SUPPLEMENT DESIGN VALUES FOR WOOD
CONSTRUCTION.
WF3 COORDINATE WOOD NAILERS AND BLOCKING LOCATIONS WITH NEED AND
REQUIREMENTS OF OTHER WORK INVOLVED.
WF4 PROVIDE SOLID BLOCKING BETWEEN SAWN JOISTS AT ALL SUPPORTS AND AT
MIDSPAN OF JOISTS EXCEEDING 8 FEET (8FEET ON-CENTER MAXIMUM
SPACING FOR BLOCKING).
WF5 GIRDER TRUSSES SHALL BEAR DIRECTLY OVER WALL STUDS. NUMBER OF
STUDS SHALL MATCH THE NUMBER OF PLIES IN THE GIRDER TRUSS (MINIMUM
OF TWO STUDS), U.N.O.
WF6 CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC
SECTIONS 2308.5.9.
WF7 SALVAGED LUMBER SHALL BE GRADED BY AN APPROVED GRADING AGENCY
PRIOR TO USE AND SHALL MEET THE MINIMUM STRESSES SHOWN BELOW.
WF8 WOOD FRAMING MATERIALS (MINIMUM DESIGN VALUES):
WF8.1 SAWN LUMBER:
WF8.1a LOAD-BEARING WALL STUDS
DOUGLAS FIR-LARCH NO. 2
Fb = 900 PSI
Ft = 575 PSI
Fv = 180 PSI
Fcp = 625 PSI
F/c = 1,350 PSI
E = 1,600,000 PSI
WF8.1b FRAMING MEMBERS (BEAMS, JOISTS, ETC.)
DOUGLAS FIR-LARCH NO. 2
Fb = 900 PSI
Ft = 575 PSI
Fv = 180 PSI
Fcp = 625 PSI
Fc = 1,350 PSI
E = 1,600,000 PSI
WF8.2 LAMINATED VENEER LUMBER (LVL):
GRADE 1.9E
Fb = 2,600 PSI
Ft = 1,555 PSI
Fv = 285 PSI
Fcp = 750 PSI
Fc = 2,510 PSI
E = 1,900,000 PSI
WF9 WOOD STRUCTURAL PANELS
WF9.1 WOOD STRUCTURAL PANELS SHALL CONFORM TO THE
REQUIREMENTS OF U.S. PRODUCT STANDARD PS1 FOR
CONSTRUCTION AND INDUSTRIAL PLYWOOD, U.S. PRODUCT
STANDARD PS2 PERFORMANCE STANDARD FOR WOOD-BASED
STRUCTURAL-USE PANELS, OR APA PRP-108 PERFORMANCE
STANDARDS.
WF9.2 WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN
CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING
AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED
BY THE PANEL MANUFACTURER.
WF9.3 SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB CONFORMING
TO THE REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR
PS2. SHEATHING SHALL BE APPLIED EITHER HORIZONTALLY OR
VERTICALLY. SHEET SIZES SHALL BE 48"x96" UNLESS AT BOUNDARIES
OR FRAMING CHANGES.
WF9.4 WALL SHEATHING (SEE SHEAR WALL SCHEDULE):
5/8" CDX, APA RATED SHEATHING, 40/20 EXP. I
OR 5/8" OSB, APA RATED SHEATHING, 40/20, EXP. I
WF9.5 ROOF SHEATHING (SEE DIAPHRAGM SCHEDULE):
5/8" OSB OR CDX, APA RATED SHEATHING, 40/20, EXP. I
WF9.6 WOOD STRUCTURAL PANELS USED AS SUBFLOOR, ROOF, OR WALL
SHEATHING SHALL BE FASTENED TO FRAMING MEMBERS AS
FOLLOWS, U.N.O.:
10d COMMON NAILS SPACED AT 6" O.C. AT PANEL EDGES,
12" O.C. AT INTERMEDIATE SUPPORTS.
-OR-
2 7/8" X .12" NAILS SPACED AT 4" O.C. AT PANEL EDGES,
8" O.C. AT INTERMEDIATE SUPPORTS.
-OR-
2 3/4" 14 GAGE STAPLES SPACED AT 4" O.C. AT PANEL EDGES,
8" O.C. AT INTERMEDIATE SUPPORTS.
WF9.7 ALL SHEAR WALL PANEL SHEATHING EDGES SHALL BE BLOCKED.
EDGE NAILS SHALL BE AT LEAST 3/8" FROM EDGES AND PANEL ENDS.
STAGGER NAILING ON EDGES.
WF9.8 ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS, U.N.O. ROOF SHEATHING SHALL
EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES
SUPPORTED BY PLYCLIPS. WHEN ROOF SHEATHING IS NAILED
DIRECTLY TO BLOCKING, THE BLOCKING SHALL BE NAILED TO
SUPPORT MEMBERS WITH A MINIMUM OF 16d NAILS AT 4" O.C.
WF9.9 NAIL HEADS SHALL BE DRIVEN FLUSH WITH SHEATHING. DO NOT
PENETRATE SURFACE PLY WITH NAIL HEADS. IF NAIL HEADS ARE
NOT FLUSH, NOTIFY STRUCTURAL ENGINEER OF RECORD.
WF10 NAILS AND STAPLES SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1667.
FASTENER TYPES AND SPACINGS SHALL BE AS INDICATED IN IBC TABLE
2304.10.1 OR ESR-1539, U.N.O.
WF11 ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED IN THE
DRAWINGS AND CONFORM TO ASTM F1667 AND ESR-1539. NAILS SHALL BE
IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE
MANUFACTURER'S NAME, NES REPORT NUMBER, NAIL SHANK DIAMETER, AND
LENGTH. THIS INFORMATION ALSO SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER OF RECORD PRIOR TO FRAMING. NAILING NOT SHOWN SHALL BE AS
INDICATED IN IBC TABLE 2304.10.1 OR ESR-1539. NAILS USED FOR FRAMING
AND SHEATHING CONNECTIONS SHALL HAVE MIN. DIMENSIONS INDICATED IN
THE TABLE BELOW:
WF12 BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1.
BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND NO MORE THAN 1/16" LARGER
THAN THE BOLT DIAMETER. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED
WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS.
WF13 METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON
STRONG-TIE CO. ALL SPECIFIED FASTENERS MUST BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BEFORE
SUBSTITUTING ANOTHER BRAND, CONFIRM LOAD CAPACITY BASED ON
RELIABLE PUBLISHED TESTING DATA OR CALCULATIONS. THE ENGINEER OF
RECORD SHALL EVALUATE AND GIVE WRITTEN APPROVAL FOR SUBSTITUTION
PRIOR TO INSTALLATION. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE
OR B-TYPE OF SIZE RECOMMENDED FOR THE MEMBER.
WF14 ALL INTERIOR METAL FRAMING CONNECTORS SHALL RECEIVE G90 ZINC
COATING, UNO. ALL METAL FRAMING CONNECTORS AND FASTENERS
INSTALLED IN EXTERIOR CONDITIONS SHALL RECEIVE G185 (SIMPSON ZMAX)
COATING OR APPROVED EQUIVALENT. ALL METAL FRAMING CONNECTORS AND
FASTENERS SHALL BE COMPATIBLE WITH THE APPLIED WOOD TREATMENT.
WT WOOD TRUSS FRAMING NOTES
WT1 WOOD FRAMING WORK SHALL COMPLY WITH CHAPTER 23 OF THE IBC.
WT2 DESIGN OF PREMANUFACTURED WOOD ROOF TRUSSES BY CONTRACTOR. DESIGN
SHALL CONFORM TO THE PROFILES SHOWN ON PLANS AND SECTIONS, THE
REQUIREMENTS OF IBC SECTION 2303.4, AND THE RECOMMENDATIONS OF THE
TRUSS PLATE INSTITUTE.
WT3 TRUSS MANUFACTURER IS RESPONSIBLE FOR DESIGNING OF TRUSSES TO
ACCOMMODATE ALL LONG TERM DEFLECTION (CREEP) IN TRUSSES.
WT4 IN ADDITION TO SELF WEIGHT, LIVE AND LATERAL LOADS INDICATED IN
STRUCTURAL NOTES, DEAD LOAD, ANY ADDITIONAL LOADING INDICATED ON PLANS
AND DETAILS, SNOW DRIFT, AND A MAXIMUM NET UPLIFT INDICATED IN
STRUCTURAL NOTES, TRUSSES SHALL BE DESIGNED TO RESIST THE FOLLOWING
MINIMUM LOADS:
WT4.1 ROOF TRUSS LOADS:
TOP CHORD DEAD LOAD 10 PSF
BOTTOM CHORD DEAD LOAD 10 PSF
TOP CHORD LIVE LOAD 25 PSF + DRIFT
BOTTOM CHORD LIVE LOAD 0 PSF
WT5 STORE MATERIALS ABOVE GROUND ON LEVEL WOOD BLOCKING, COVER FROM
RAIN, ALLOWING WATER TO DRAIN FROM ALL PARTS.
WT6 TRUSS MANUFACTURER SHALL PROVIDE INSTRUCTIONS TO FIELD CONSTRUCTION
PERSONNEL INDICATING PROPER ERECTION PROCEDURES OF TRUSSES AND
INSTALLATION OF CONNECTIONS AND ANY BRIDGING AND BRACING.
WT7 CONSTRUCTION (TEMPORARY) TRUSS BRACING SHALL BE DETERMINED,
FURNISHED, AND INSTALLED BY CONTRACTOR. CONSTRUCTION BRACING SHALL
CONFORM TO THE REQUIREMENTS OF BCSI 1-03.
WT8 PERMANENT LATERAL TRUSS BRACING REQUIRED FOR THE STRENGTH AND
STABILITY OF TRUSS MEMBERS SHALL BE SPECIFIED BY TRUSS MANUFACTURER.
WT9 ALL GIRDER TRUSSES THAT REQUIRE LAMINATING TWO OR MORE PLYS, MUST BE
LAMINATED ACCORDING TO THE INSTRUCTIONS ON THE TRUSS DESIGN DRAWINGS
BY THE TRUSS MANUFACTURER.
WT10 CUTTING, DRILLING, OR ANY PROCEDURE THAT MAY DAMAGE THE TRUSS CHORDS
OR WEBS IS NOT ALLOWED. REMOVAL OF TRUSS WEBS, EVEN TEMPORARILY, IS
NOT ALLOWED.
WT11 OVERLOADING A SINGLE OR GROUP OF TRUSSES WITH TOOLS, PLYWOOD,
ROOFING, OR OTHER CONSTRUCTION MATERIALS IN NOT ALLOWED. ERECTING
DAMAGED TRUSSES IS NOT ALLOWED.
WT12 MAKING A FIELD REPAIR TO A DAMAGED TRUSS IS NOT ALLOWED WITHOUT
APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD.
WT13 U.N.O., CONTRACTOR TO PROVIDE FLOATING GYPSUM CORNER DETAILING AND
FASTENING, PER THE GYPSUM ASSOCIATION'S SPECIFICATION FOR THE
APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS, GA-216.
DP DESIGN PARAMETERS
DP1 THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE ICC
INTERNATIONAL BUILDING CODE, 2018 EDITION.
DP2 UNIFORM LIVE LOADS:
TYPICAL ROOF (GOVERNED BY SNOW)25 PSF+DRIFT
DRIFT LOAD AS SHOWN ON PLAN
DP3 SNOW DESIGN PARAMETERS:
GROUND SNOW LOAD (Pg)30 PSF
FLAT ROOF SNOW LOAD (Pf)25 PSF
SNOW EXPOSURE FACTOR (C/E)1.0
SNOW LOAD IMPORTANCE FACTOR (Is)1.0
SNOW LOAD THERMAL FACTOR (Ct)1.0
DP5 EARTHQUAKE DESIGN PARAMETERS:
SEISMIC IMPORTANCE FACTOR (Ie)1.0
Ss 0.07g
S1 0.04g
SEISMIC SITE CLASS D
Sds 0.075g
Sd1 0.064g
SHORT-PERIOD SITE COEFFICIENT (Fa)1.6
LONG-PERIOD SITE COEFFICIENT (Fv)2.4
SEISMIC DESIGN CATEGORY A
SEISMIC-FORCE-RESISTING SYSTEM:
LIGHT-FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL
PANELS RATED FOR SHEAR
SEISMIC BASE SHEAR (V) N-S 5 k
SEISMIC BASE SHEAR (V) E-W 5 k
SEISMIC RESPONSE COEFFICIENT (Cs) N-S 0.01
SEISMIC RESPONSE COEFFICIENT (Cs) E-W 0.01
RESPONSE MODIFICATION FACTOR (R) N-S N/A
RESPONSE MODIFICATION FACTOR (R) E-W N/A
REDUNDANCY FACTOR (ρ) N-S 1.0
REDUNDANCY FACTOR (ρ) E-W 1.0
SEISMIC ANALYSIS PROCEDURE:
EQUIVALENT LATERAL FORCE ANALYSIS
DP6 WIND DESIGN PARAMETERS:
BASIC WIND SPEED (V) (3 SECOND GUST)110 MPH
RISK CATEGORY II
WIND EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT +/-.18
BASIC DESIGN PRESSURE @ ROOF 15 PSF (SERVICE)
NET WIND UPLIFT @ ROOF 10 PSF (SERVICE)
DP7 ROOF RAIN LOAD PARAMETERS:
RAIN INTENSITY (i) 3.4 IN. / HR.
DP8 ALLOWABLE WALL DEFLECTIONS:
EXTERIOR (CLADDING DESIGN)L/360
(BRICK VENEER DESIGN)L/600 ≤0.3"
INTERIOR L/360
DP9 ALLOWABLE FRAMING DEFLECTIONS:
ROOF LIVE LOAD L/360
ROOF TOTAL LOAD L/240
FLOOR LIVE LOAD L/360
FLOOR TOTAL LOAD L/240
DP10 ASSUMED FUTURE CONSTRUCTION:
VERTICAL NONE
HORIZONTAL NONE
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR
UNDER MY DIRECT PROFESSIONAL SUPERVISION AND THAT I AM A DULY REGISTERED
PROFESSIONAL ENGINEER IN THE STATE OF IOWA
THIS NOTICE COVERS DWGS: S-SERIES SHEETS
SIGNATURE:
NAME:
DATE: 11/30/2021
MY REGISTRATION EXPIRES IN IOWA: 12/31/22
BRIAN THOMAS, P.E.
BRIAN
THOMAS
20805
SSEFORPDESNECI
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DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
RAKER RHODES
ENGINEERING, LLC
Des Moines IA. 50312
P:(515) 277-0275
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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F3
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F4 F4
FOUNDATION SYMBOL KEY
T/ WALL/ STEEL
T/ FOOTING
JOIST BEARING
T/ BRICK LEDGE
ELEV. STEP
EXIST. BLDG.
1 2 3
TOP OF 4" SLAB
EL. = [100'-0"]
WWF6x6-W2.1xW2.1
S-201 S-201 S-201
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WWF6x6-W2.1xW2.1
S-201 S-201 S-201
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W1
W1 W1
W1
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PIER SCHEDULE
12" x 12"
MARK SIZE
P1 (4)-#6 VERT. BARS
#3 TIES @ 12" O.C.
REINFORCEMENT
CMU WALL SCHEDULE
#5 @ 48" O.C.
MARK WALL SIZE NOTES
---8"
VERT. REINFORCEMENT HORIZ. REINFORCEMENT
LADDER TYPE @ 16" O.C.W1
NOTES:
1) CMU WALLS SHOWN ON PLAN ARE TYPE W1, U.N.O.
2) SEE STRUCTURAL NOTES FOR NON-LOAD BEARING MASONRY WALL REINFORCEMENT.
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
RAKER RHODES
ENGINEERING, LLC
Des Moines IA. 50312
P:(515) 277-0275
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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PLAN NOTES:
1. SEE SHEET S201 FOR TYPICAL FOUNDATION / SLAB DETAILS
2. PX - INDICATES CONCRETE PIER. SEE PIER SCHEDULE FOR INFORMATION.
3. FX - INDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR INFORMATION
NORTH
1/8" = 1'-0"A FOUNDATION PLAN
FOOTING SCHEDULE
Type Comments WIDTH LENGTH THICKNESS REINFORCEMENT
F1 3' - 0" 3' - 0" 3' - 6"(4) #5's E.W. - BOTTOM
F2 5' - 0" 5' - 0" 3' - 6" (6) - #5 E.W. - TOP & BOTTOM
F3 7' - 0" 7' - 0" 3' - 6" (8) #5's E.W. - TOP & BOTTOM
F4 4' - 0" 4' - 0" 3' - 6" (5) #5's E.W. - TOP & BOTTOM
NOT FOR CONSTRUCTION
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CORNER BARS:
MATCH SIZE & SPACING OF
HORIZONTAL BARS FOR
EACH LAYER OF
REINFORCING
STANDARD HOOK
ALTERNATE ENDS
HORIZONTAL BARS: SEE WALL
& FOUNDATION SECTIONS FOR
REQ'D SIZE & SPACING
TYPICAL
CLASS B LAP
EXTEND INTERIOR
HOOKS TO EXTERIOR
FACE OF WALL, TYP.
TYPICAL
CLASS B LAP
NOTES:
1. SEE FDN. PLAN FOR SLAB THICKNESS & REINFORCING
2. SEE GENERAL NOTE CN12 FOR JOINT LOCATIONS
WWF, SEE PLAN
COMPACTED GRANULAR FILL
SEE GEOTECHNICAL REPORT6" MIN. COMPACTED SUBGRADE (95%, MIN)
SEE GEOTECHNICAL REPORT
VAPOR BARRIER
SEE ARCH.
SLAB ON GRADE, SEE PLAN
NOTES:
1. SEE FDN. PLAN FOR SLAB THICKNESS & REINFORCING
2. SEE GENERAL NOTE CN12 FOR JOINT LOCATIONS
1/8" TOOLED RADIUS EDGE
COMPACTED GRANULAR FILL
SEE GEOTECHNICAL REPORT
6" MIN. COMPACTED SUBGRADE (95%, MIN)
SEE GEOTECHNICAL REPORT
WWF, SEE PLAN
1/2"Ø x 1' -4" SMOOTH BAR w/ ONE
END GREASED @ 16" O.C.
LOCATED @ MID-HEIGHT OF SLAB
& PERPENDICULAR TO JOINT
VAPOR BARRIER
SEE ARCH.
SLAB ON GRADE, SEE PLAN
NOTES:
1. SEE FDN. PLAN FOR SLAB THICKNESS & REINFORCING
2. SEE GENERAL NOTE CN12 FOR JOINT LOCATIONS
SAWCUT JOINT WITHIN 12 HOURS OF
POUR, SEE PLAN FOR LOCATIONS.
DEPTH OF JOINT TO BE THE SMALLER
OF 1/4 THE SLAB THICKNESS OR 2".
6" MIN. COMPACTED SUBGRADE (95%, MIN)
SEE GEOTECHNICAL REPORT
WWF, SEE PLAN
VAPOR BARRIER
SEE ARCH.
SLAB ON GRADE
SEE PLAN
COMPACTED GRANULAR FILL
SEE GEOTECHNICAL REPORT
WOOD COLUMN
SEE PLAN
VERTICAL BARS
SEE PIER DETAILS FOR SIZE
& SPACING
#3 TIES
FOOTING
SEE PLAN
FOOTING REINFORCEMENT
SEE SCHEDULE FOR SIZE & SPACING
SEE PLAN
T/ FOOTING
SEE PLAN
T/ PIER
2"
2
"
12
"
O
.
C
.
BRICK VENEER
SEE ARCH.
SIMPSON ABU66Z
w/ 5/8"Ø HILTI HUS EZ
COLUMN
SEE ARCH
EM
B
E
D
1'
-
6
"
SEE PLAN
T/ SLAB
SEE PLAN
T/ FOOTING
WOOD FRAMING
SEE PLAN
#3 TIES @ 4'-0" O.C.
SLAB ON GRADE
SEE PLAN
(4) #5 CONT, 2T + 2B
CONT. BARS THROUGH
FOOTINGS & PIERS
#4 DOWEL @ 24" O.C.
w/ STANDARD HOOK
SEE PLAN
RIGID INSULATION
SEE ARCH.
3'
-
6
"
NOTES:
1) SEE ARCH FOR NON-STRUCTURAL WALL
AND FLOOR COMPONENTS
2) SEE CIVIL FOR TOP OF GRADE
WOOD SHEATHING
SEE PLAN
TREATED 2x SILL PLATE, CONT.
SEE PLAN FOR WALL TYPE
1/2"Ø THREADED ROD w/
DOUBLE NUT AND 8" EMBED
@ 32" O.C.
2"
2'
-
0
"
30"
8"
#4 CONT.
SEE PLAN
T/ SLAB
SEE PLAN
T/ FOOTING
RIGID INSULATION
SEE ARCH.
SLAB ON GRADE
SEE PLAN
8"
5"
SLOPE
#4 @ 9" O.C.
EACH WAY
1'-6"
1'-6"
4" VOID FORM
#4 DOWELS @
24" O.C.
#4 @ 12" O.C.
(CENTERED)
EXPANSION MATERIAL, TYP.
3'
-
6
"
M
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ARCH
SEE
NOTE:CONTRACTOR TO PROVIDE 4" BEARING @ STOOP WALL WHERE EXTERIOR
PAVEMENT/SIDEWALK OCCURS. SEE ARCH AND CIVIL DRAWINGS FOR LOCATIONS.
S201
5
SEE PLAN
SLAB ON GRADE
SEE PLAN
SEE PLAN
T/ SLAB
2x WOOD FRAMING, SEE SCHEDULE
(2) #5 CONT.
#5 @ 18" O.C.
2x SILL PLATE, SEE
SCHEDULE FOR FASTENING
1'
-
0
"
SEE PLAN
SHEATHING, TYP.
SEE SCHEDULE
2x STUDS FRAMING w/
(2)-10d T&B, TYP.
SEE SCHEDULE
TREATED 2x6 SILL PLATE
HILTI THREADED HAS ROD w/ HILTI HIT-
HY 200 ADHESIVE, SEE SCHEDULE FOR
SIZE AND EMBEDMENT
SCREWS PER SIMPSON'S
SPECIFICATIONS
N-PLY 2x STUDS AT SHEAR WALL
ENDS FACE NAIL WITH 10d COMMON
NAILS SPACED AT 12" O.C. WITH 6"
VERTICAL STAGGER EA. SIDE EA. PLY
SEE SHEAR WALL SCHEDULE FOR
NUMBER OF PLYS
SIMPSON HOLDOWN,
SEE PLAN FOR LOCATION
SEE SCHEDULE FOR SIZE
SEE PLAN
T/SLAB
EPOXY SHEAR
WALL
HOLDOWN
ANCHOR, SEE
SCHEDULE
PSL STUD,
SEE SCHEDULE
2x6 STUDS,
SEE SCHEDULE
EPOXY SHEAR
WALL
HOLDOWN
ANCHOR, SEE
SCHEDULE
1'
-
0
"
NON LOAD-BEARING CMU WALL
SEE ARCH. FOR LOCATIONS
NOTE:THICKENED SLAB REQ'D AT ALL NON LOAD-BEARING CMU WALLS.
SEE ARCH. DRAWINGS FOR WALL SIZES & LOCATIONS.
SEE PLAN
T/ SLAB
SEE PLAN
#4 @ 12" O.C.
(2) #4 CONTINUOUS
SLAB ON GRADE
SEE PLAN
#5 x 3'-0" DOWELS w/ HILTI HIT-HY 200
EPOXY (6" MIN. EMBED)
MATCH VERT. BAR SPACING DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
RAKER RHODES
ENGINEERING, LLC
Des Moines IA. 50312
P:(515) 277-0275
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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S201
1/2" = 1'-0"4 TYP. REINFORCING @ CORNERS
1 1/2" = 1'-0"1 TYP. SLAB ON GRADE
1 1/2" = 1'-0"2 TYP. SLAB ON GRADE CONSTRUCTION JOINT
1 1/2" = 1'-0"3 TYP. SLAB ON GRADE CONTROL JOINT
3/4" = 1'-0"9 TYP. CONCRETE PIER
3/4" = 1'-0"5 PERIMETER FOOTING @ WOOD FRAMING
1/2" = 1'-0"6 TYP. STOOP SECTION
3/4" = 1'-0"7 TYP. THICKENED SLAB @ WOOD BEARING/SHEAR WALL
3/4" = 1'-0"8 SHEAR WALL HOLDOWN TO CONCRETE
1" = 1'-0"10 SHEARWALL HOLDOWN DETAIL
3/4" = 1'-0"11 TYP. THICKENED SLAB @ NON LOAD-BEARING CMU
NOT FOR CONSTRUCTION
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H3 H3
H2
H2
H2
H2
H2
H2
H1
H2
H1H1H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
30
"
P
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@2
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PRE-FABRICATED ROOF TRUSSES
@24" O.C.
PR
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-FA
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@2
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TRUSS PROFILE 'E'
SEE 14/S401
TRUSS PROFILE 'D'
SEE 14/S401
H1
34
"
P
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PRE-FABRICATED ROOF TRUSSES@24" O.C.
H1
PRE-FABRICATED ROOF TRUSSES@24" O.C.
34
"
P
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@2
4
"
O
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GIRDER TRUSS
GI
R
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ST
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B
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,
SE
E
A
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C
H
.
OVERFRAMING BY
TRUSS SUPPLIER
6
S401-------------------------------------------------------------------------------------------------------------------
7
S401-------------------------------------------------------------------------------------------------------------------
7
S401-------------------------------------------------------------------------------------------------------------------TRUSS BEARING
EL. 113'-0 3/4"
TRUSS BEARING
EL. 113'-0 3/4"
TRUSS BEARING
EL. 110'-1 1/8"
TRUSS BEARING
EL. 110'-1 1/8"
6
S401-------------------------------------------------------------------------------------------------------------------
TRUSS BEARING
EL. 110'-1 1/8"
TRUSS BEARING
EL. 110'-1 1/8"
2
2
5
1
4
STEP BOTTOM
CHORD OF TRUSS,
SEE ARCH.
6
S401-------------------------------------------------------------------------------------------------------------------
D-
1
D-1
8
1
2
3
5
4
6
A C D E G HF
77' - 6"
7
B
2' - 0"14' - 5"16' - 6"7' - 3"21' - 2"14' - 2"2' - 0"
12
9
'
-
1
0
"
2'
-
0
"
11
'
-
6
"
11
'
-
1
1
1
/
2
"
21
'
-
1
0
1
/
2
"
1'
-
1
1
3
/
4
"
2'
-
1
1
/
4
"
78
'
-
5
"
FALSE DORMER
OVER FRAMING BY
CONTRACTOR
GABLE END WALL
TRUSS, BY TRUSS
SUPPLIER
BALLOON FRAME
END STUD WALL
WITH LSL STUDS,
BY CONTRACTOR
S301
C
S301
B
4
4
3
3
10
S401-------------------------------------------------------------------------------------------------------------------
11
S401-------------------------------------------------------------------------------------------------------------------
GI
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S
S
OVERFRAMING BY
TRUSS SUPPLIER
GI
R
D
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T
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U
S
S
GABLE END WALL
TRUSS, BY TRUSS
SUPPLIER
GI
R
D
E
R
T
R
U
S
S
ATTIC/MECH
STORAGE
GIRDER TRUSS
GIRDER TRUSS
12
S401-------------------------------------------------------------------------------------------------------------------
WOOD SHEAR WALL SCHEDULE
STUD SIZE AND SPACING 2x6 @ 16" O.C.
MARK 1
5/8" OSB -EXTERIOR
BLOCKED
10d NAILS AT ALL PANEL EDGES, TOP AND BOTTOM PLATES, &
BLOCKING, U.N.O. 10d NAILS @ 12" O.C. MAX. IN THE FIELD (ALL
PANEL EDGES TO BE BLOCKED WITH 2x OR WIDER FRAMING,
U.N.O.) NAILS SHALL BE 3/8" FROM PANEL EDGE
10d @ 6" O.C. EDGES
(1)-5/8" Ø HILTI HUS-EZ ANCHOR
@ 48" O.C.
(4 1/4" EMBED.)
HOLD DOWN @ EA. END OF WALL (LOCATIONS SHOWN AS
ON PLAN)
HILTI HIT-RE 500 V3 ADHESIVE w/ THREADED HAS ROD
SEE DETAIL
NOTES:
1) SEE ARCH. DRAWINGS FOR NON-STRUCTURAL COMPONENTS (I.E. GYP. BOARD, RESILIENT CHANNELS, ETC.).
2) SEE DETAIL FOR TYPICAL BUILT-UP 2x FRAMING SCHEME.
3) SEE DETAIL FOR TYPICAL WOOD SHEAR WALL ASSEMBLY.
2x6 @ 16" O.C.
2
5/8" OSB -ONE SIDE
BLOCKED
10d @ 4" O.C. EDGES
(1)-5/8" Ø HILTI HUS-EZ ANCHOR
@ 32" O.C.
(4 1/4" EMBED.)
SIMPSON HDU5-SDS2.5
w/ (14)-SDS1/4x3 SCREWS
w/ 5/8" Ø A36 THEADED ROD
(10 1/2" EMBED.)
w/ (2)-PLY 2x6 POST
SHEATHING TYPE
BLOCKED OR UNBLOCKED
SILL PLATE CONNECTION @ TOPPING/PRECAST
/8 S201
/1 S401
/5 S401
2x6 @ 16" O.C.
3
5/8" OSB -BOTH SIDES
BLOCKED
10d @ 4" O.C. EDGES
1/2"Ø A36 THREADED ROD w/
DOUBLE NUT AND 8" EMBED
@ 32" O.C.
SIMPSON HDU14-SDS2.5
w/ (36)-SDS1/4x2.5 SCREWS
w/ 1" Ø HILTI HAS ROD
(10 1/2" EMBED.)
w/ (1) 6x6 WOOD POST
2x6 @ 16" O.C.
4
5/8" OSB -EXERIOR
BLOCKED
10d @ 4" O.C. EDGES
SIMPSON HDU5-SDS2.5
w/ (14)-SDS1/4x3 SCREWS
w/ 5/8" Ø A36 THEADED ROD
(10 1/2" EMBED.)
w/ (2)-PLY 2x6 POST
1/2"Ø A36 THREADED ROD w/
DOUBLE NUT AND 8" EMBED
@ 32" O.C.
SIMPSON HDU11-SDS2.5
w/ (30)-SDS1/4x3 SCREWS
w/ 1" Ø A36 THEADED ROD
(10 1/2" EMBED.)
w/ (3)-PLY 2x6 POST
3 1/2" x 7 1/4" 1.3E TimberStrand®
LSL @ 16" OC.
5
5/8" OSB -BOTH SIDES
BLOCKED
10d @ 4" O.C. EDGES
1/2"Ø A36 THREADED ROD w/
DOUBLE NUT AND 8" EMBED
@ 32" O.C.
SIMPSON HDU14-SDS2.5
w/ (36)-SDS1/4x2.5 SCREWS
w/ 1" Ø HILTI HAS ROD
(10 1/2" EMBED.)
w/ (2) 3 1/2" x 7 1/4" 1.3E
TimberStrand® LSL
H1
WOOD HEADER SCHEDULE
(3)-2x12 w/ (2)-2x6 FULL HEIGHT STUDS + (2)-2x6 JACK STUDS @ EA. JAMB ---
MARK SIZE NOTES
H2 (3)-1 3/4" x 14" w/ (3)-2x6 FULL HEIGHT STUDS + (2)-2x6 JACK STUDS @ EA. JAMB ---
H3 (4)-1 3/4" x 14" w/ (2)-3 1/2x 71/4 LSL FULL HEIGHT STUDS + (2)-2x6 JACK STUDS @ EA. JAMB ---
WOOD SHEATHING SCHEDULE
D-1
MARK TYPE DETAILS NOTES
5/8" OSB SHEATHING SEE WF GENERAL
STRUCTURAL NOTES AT ROOF
1
2
A C DB
(3
)
1
3
/
4
x
1
1
7
/
8
L
V
L
(3
)
1
3
/
4
x
1
1
7
/
8
L
V
L
(3)1 3/4x11 7/8 LVL
(3
)
1
3
/
4
x
1
1
7
/
8
L
V
L
SIMPSON POST CAP
BC6, TYP.
SIMPSON HANGER
HHUS5.50/10
PARALLEL CHORD END WALL
TRUSS AT ENTRY WALL
5
6
A C D
7
B
HIP GIRDER
TRUSS
(3)1 3/4x11 7/8 LVL
(3
)
1
3
/
4
x
1
1
7
/
8
L
V
L
(3
)
1
3
/
4
x
1
1
7
/
8
L
V
L
(3
)
1
3
/
4
x
1
1
7
/
8
L
V
L
SIMPSON POST CAP
BC6, TYP.
SIMPSON HANGER
HHUS5.50/10
PARALLEL CHORD END WALL
TRUSS AT ENTRY WALL
W3
102.1
E6A E3A
E3A
E3A E1A
W5
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
RAKER RHODES
ENGINEERING, LLC
Des Moines IA. 50312
P:(515) 277-0275
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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S301
PLAN NOTES:
1.
2. SEE SHEET S401 FOR TYPICAL FRAMING DETAILS.
3. TRUSS BEARING ELEVATION = 110'-1 1/8" U.N.O.
4. DESIGN TRUSSES & BRACING FOR 5 PSF NET UPLIFT.
5. ROOF TRUSS LAYOUT FOR BIDDING PURPOSES ONLY. CONTRACTOR TO PROVIDE FINAL LAYOUT.
6. ALL EXTERIOR WALLS TO BE CONSTRUCTED USING FASTENER LAYOUT PER SHEAR WALL TYPE 1, U.N.O.
NORTH
1/8" = 1'-0"A ROOF FRAMING PLAN
NORTH
1/4" = 1'-0"B ROOF FRAMING PLAN
NORTH
1/4" = 1'-0"C ROOF FRAMING PLAN
NOT FOR CONSTRUCTION
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12d @ 8" O.C.
STAGGERED
EA. SIDE
(2) -2x STUDS
(MAY BE USED IN LIEU
OF (1) -3x STUD)
(3) -2x STUDS
8"
8
"
1 1/2" MIN.
1 1/2" MIN.
2X4 STUD ELEVATION
(2) ROWS
12d @ 8" O.C.
EA. SIDE
1 1/2" MIN.
1 1/2" MIN.
2X6 OR LARGER STUD
ELEVATION
(4) -2x STUDS
8"
8"
8"8"
DIST.
2 1/2" END
DIST.
2 1/2" END
8"
8"
2x FRAMING, TYP.
SEE SCHEDULE
SIMPSON LSTA18 ON
INTERIOR FACE
CENTERED @ SPLICE
SPLICE
MIN. SPLICE
4' - 0"
10d NAILS @ 12" O.C.
SPLICE
SIMPSON LSTA18 ON
INTERIOR FACE
CENTERED @ SPLICE
SEE PLAN
T/ PLATE
DOUBLE 2x TOP PLATE
PLY 2x HEADER WITH 1/2"
PLYWOOD SPACERS TO
MATCH 2x STUD WIDTH
FULL HEIGHT 2x4 OR 2x6 STUDS
SEE HEADER SCHEDULE
FASTEN HEADER TO STUDS
WITH (6) -10d COMMON NAILS
@ EACH END
JACK STUDS -FACE NAIL DOUBLE
STUDS WITH 16d COMMON NAILS @
24" O.C. SEE HEADER SCHEDULE
2x FRAMING @ 16" O.C. (TYP.)
16d COMMON NAILS @ 16"
O.C. @ TOP AND BOTTOM
(STAGGERED) w/(3) 16d
NAILS @ EACH END
NOTE:KING AND JACK STUDS SHALL BE CONTINUOUS FOR ALL FLOORS BELOW HEADER.
SEE ARCH.
B/ HEADER
2x DOUBLE TOP PLATE.
SEE ARCH.
NUMBER OF STUDS TO MATCH
STUDS @ POSTS AND JAMBS ABOVE
DIAPHRAGM BOUNDARY
STRUCTURAL PANEL SHEATHING
ONE SIDE ONLY SEE PLAN FOR
THICKNESS AND GRADE
10d COMMON NAILS SPACED @
MAXIMUM 6" O.C. @ DIAPHRAGM
BOUNDARY AND SUPPORTED EDGES
10d COMMON NAILS SPACED @
12" O.C. MAX @ INTERMEDIATE
FRAMING MEMBERS
THIS PANEL JOINT
NOT CONTINUOUS
CONTINUOUS PANEL JOINT
ROOF TRUSSES, TYP.
PANEL EDGE NAILING SEE SCHEDULE FOR PATTERN
NAILS NO LESS THAN 3/8" FROM PANEL EDGES
2x STUDS FRAMING, SEE SCHEDULE
(TYPICAL)
w/ (2) -8d TOE NAILS @ EACH END
WOOD STRUCTURAL
PANEL SHEATHING
SEE SCHEDULE
HOLD DOWNS -SEE PLAN FOR LOCATION
AND SEE SCHEDULE FOR TYPE
N-PLY 2x STUDS @
SHEAR WALL
ENDS, TYP.
PANEL BLOCKING
AS REQ'D, SEE
SCHEDULE
INTERMEDIATE FIELD NAILS @ 12" O.C., TYPICAL
SILL PLATE
ANCHORS TYP.
SEE SCHEDULES201
8
SEE ARCH
SEE PLAN
TRUSS BEARING
PRE-ENGINEERED WOOD ROOF TRUSSES BY
CONTRACTOR, SEE PLAN
TRUSS UPLIFT CALCULATION IS THE
RESPONSIBILITY OF CONTRACTOR.
2x BLOCKING SHALL BE ADDED @ EVERY OTHER
TRUSS SPACE -NAIL TO TOP PLATE AND
SHEATHING, FIT TIGHT BETWEEN EA. TRUSS
OSB ROOF SHEATHING, SEE PLAN
TRUSS TIE DOWN: SEE NOTE BELOW
TYPICAL TRUSS = SIMPSON H2.5A
GIRDER TRUSS = SIMPSON MGT w/ HDU4
NOTE:TIE DOWNS ARE FOR ESTIMATING PURPOSES ONLY. FINAL DESIGN SHALL BE DETERMINED
AFTER TRUSS UPLIFT CALCULATIONS ARE PROVIDED BY CONTRACTOR.
SHEATHING, SEE SCHEDULE
2x WOOD FRAMING, SEE SCHEDULE
DOUBLE 2x TOP PLATE
SEE ARCH.
SEE ARCH
SEE PLAN
TRUSS BEARING
PRE-ENGINEERED WOOD ROOF TRUSSES BY
CONTRACTOR, SEE PLAN
TRUSS UPLIFT CALCULATION IS THE
RESPONSIBILITY OF CONTRACTOR.
2x BLOCKING SHALL BE ADDED @ EVERY OTHER
TRUSS SPACE -NAIL TO TOP PLATE AND
SHEATHING, FIT TIGHT BETWEEN EA. TRUSS
OSB ROOF SHEATHING, SEE PLAN
TRUSS TIE DOWN: SEE NOTE BELOW
TYPICAL TRUSS = SIMPSON H2.5A
GIRDER TRUSS = SIMPSON MGT w/ HDU4
NOTE:TIE DOWNS ARE FOR ESTIMATING PURPOSES ONLY. FINAL DESIGN SHALL BE DETERMINED
AFTER TRUSS UPLIFT CALCULATIONS ARE PROVIDED BY CONTRACTOR.
SHEATHING, SEE SCHEDULE
2x WOOD FRAMING, SEE SCHEDULE
DOUBLE 2x TOP PLATE
SEE ARCH.
ROOF SHEATHING AND NAILING
PER STRUCTURAL NOTES
PRE-ENGINEERED WOOD
ROOF TRUSS BY
CONTRACTOR, SEE PLAN
WOOD SHEATHING
SEE SCHEDULE
SEE PLAN
TRUSS BEARING
1/4"x3" SDS SCREWS
@ 16" O.C., TYP.
WOOD FRAMING
SEE SCHEDULE
1/4"x3" SDS SCREWS
@ 16" O.C., TYP.
1/2" OSB AT SHEAR WALL
LOCATIONS, SEE PLAN
2x4 BLOCKING w/ 1/4"x3" SDS
SCREWS @ 16" O.C., TYP.
/2 S401DOUBLE 2x TOP PLATE
SEE DETAIL FOR
TOP PLATE SPLICE DETAIL
EXTEND WALL WOOD
SHEATHING TO
ROOF SHEATHING,
SEE SCHEDULE
2x4 BRACE
@ 48" O.C.
ARCH
SEE
PRE-ENGINEERED WOOD
ROOF TRUSSES
BY CONTRACTOR, SEE PLAN
OSB ROOF SHEATHING, SEE PLAN
BALLON FRAMED
LSL WALL,
SEE SCHEDULE
OUTLOOKER
FRAMING,
SEE ARCH.
(2) 2x8 TOP PLATE
EXTEND WALL WOOD
SHEATHING TO UPPER
ROOF SHEATHING,
SEE SCHEDULE
2x4 BRACE
@ 48" O.C.
ARCH
SEE
PRE-ENGINEERED WOOD
ROOF TRUSSES
BY CONTRACTOR, SEE PLAN
OSB ROOF SHEATHING, SEE PLAN
OUTLOOKER
FRAMING,
SEE ARCH.
(2) 2x6 TOP PLATE,
SLOPE WITH ROOF
SEE PLAN
TRUSS BEARING
VARIES
2x6xCONT. LEDGER
w/ (2) SIMPSON SDS 1/4x5
SCREWS @ EACH STUD
(SDS25500)
2X6 STUD FRAMING,
SEE SCHEDULE
(2) 2x6 TOP PLATE
2x6 BOTTOM PLATE
ROOF
TRUSSES OVER FRAMING
TRUSSES
TRUSS PROFILE 'A'
12
7 1/2
12
7 1/2
MINIMUM
1'-6".
MINIMUM
1'-6".
TRUSS PROFILE 'B'
OVER FRAMING
TRUSSES
GIRDER
TRUSS
GIRDER
TRUSS
MONO
ROOF
TRUSS
STEPPED
BOTTOM CHORD
OVER FRAMING
TRUSS
MONO
ROOF
TRUSS
GIRDER
TRUSS
GIRDER
TRUSS
GIRDER
TRUSS
GIRDER
TRUSS
ROOF
TRUSSES
12
7 1/2
12
7 1/2
TRUSS PROFILE 'C'
SEE PLAN
12
7 1/2
2' - 5 1/4"
2
' -
4
"
TRUSS PROFILE 'D'
ATTIC/
MECH
STORAGE
STEPPED
BOTTOM CHORD
GIRDER
TRUSS
MAX SHIPPING HEIGHT
TRUSS PROFILE 'E'
BY TRUSS SUPPLIER
12" WOOD TRUSSES
@ 24" O.C.,
BY TRUSS SUPPIER
(20-10-5) LOADING
INFILL
ROOF
TRUSSES
12
7 1/2
1' - 0"
8' - 0"
GIRDER
TRUSS
3/4" OSB SHEATHING
SEE ARCH.
2x FRAMING, SEE SCHEDULE
ROOF SHEATHING
SEE PLAN
GABLE END TRUSS w/ INFILL VERTICALS @
16" O.C. (MAX) BY TRUSS SUPPLIER
DOUBLE 2x TOP PL
SIMPSON GBC ON EA. SIDE OF
BRACE @ EA. BRACE
PROVIDE BLOCKING FOR CEILING
ATTACHEMENT AS REQUIRED
2x6 BRACE @ 2'-8"
SECONDARY 2x6 BRACE @ 2'-8" O.C.
WHERE GABLE HEIGHT IS > 6'-6"
2x BLOCKING @ EVERY JOIST SPACE
(CUT TO FIT TIGHT & TOENAIL)
TYP.
40°-45°
GABLE MID-HEIGHT
(4)-16d NAILS
10d NAILS @ 4" O.C.
CONT. RIM BOARD, SEE ARCH.
(3) -16d NAILS
HORIZONTAL BRACE AS REQUIRED,
SEE TRUSS SHOPS
FASTEN GABLE TRUSS TO TOP PLACE w/
SIMPSON A35 CLIP @ 2'-0" O.C.
ADD 2x4 BRACING @ 6'-0" O.C. MAX
PRE-ENGINEERED TRUSSES @ 24" O.C.
2x6 @ EA. BRACE w/
SIMPSON LB26 @ EA. END
SEE PLAN
T/ WALL
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
RAKER RHODES
ENGINEERING, LLC
Des Moines IA. 50312
P:(515) 277-0275
1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
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RRE21490
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11/30/2021 BT ER
S401
3/4" = 1'-0"1 BUILT UP 2x FRAMING
1/2" = 1'-0"2 TOP PLATE SPLICE
3/4" = 1'-0"3 TYPICAL HEADER DETAIL
1/4" = 1'-0"4 WOOD ROOF DIAPHRAGM NAILING
N.T.S.5 TYP. WOOD SHEAR WALL ELEVATION
3/4" = 1'-0"6 PERIMETER ROOF FRAMING
3/4" = 1'-0"7 PERIMETER ROOF FRAMING
3/4" = 1'-0"8 ROOF TRUSS CONNECTION TO SHEAR WALL
3/4" = 1'-0"10 EAVE FRAMING DETAIL @ BALOON FRAMING
3/4" = 1'-0"11 FRAMING DETAIL
1/4" = 1'-0"9 TRUSS PROFILES 'A' & 'B'
3/16" = 1'-0"13 TRUSS PROFILE 'C'3/16" = 1'-0"14 TRUSS PROFILE 'D' & 'E'
3/4" = 1'-0"12 GABLE END FRAMING DETAIL
NOT FOR CONSTRUCTION
PR
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