HomeMy WebLinkAbout2017-11-20-J16 Kettlestone Heights Townhomes_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 20, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Kettlestone
Heights Plat 2 Townhomes
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Element 119 (developer) and Triple T Development, LLC
(owner) request approval of a site plan to allow for the construction of 90
townhome units within the Kettlestone Heights neighborhood. The property is
located south of SE Westown Parkway and west of SE Parkview Crossing
Drive. The number of units per building varies between 5 and 6 units. Each
unit is two-story and approximately 1,900 square feet including the attached
garages. The units will have front porches and rear loaded garages. All units
are intended to be owner occupied.
Existing utilities will serve the proposed units and storm water detention will
be provided in a detention basin located in the center of the site, which will be
owned and maintained by the owner’s association. Access will be provided
from the west from Kettlestone Heights Plat 1 and another on the east side off
of SE Parkview Crossing Drive.
The applicant has provided elevations for the proposed townhomes which
meet the intent of the architectural guidelines within the Site Development
and Building Standards Ordinance and the Kettlestone Design Guidelines.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the October 24, 2017 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Final Plat for Kettlestone Heights Plat 2 and Site Plan for Kettlestone Heights Plat
2 Townhomes
City Planner, Melissa DeBoer, introduced the request for approval of a Final Plat and Site Plan for a
Townhome project made by the applicants Element 119 and Triple T Development. The Property is
generally located South of SE Westown Parkway and west of SE Parkview Crossing Drive and
contains approximately 6.43 acres.
Mrs. DeBoer advised that the project proposed would include the construction of 16 buildings for a
total of 90 units with no more than 5 or 6 units per building. Each unit is approximately 1900 square
feet including the attached garage and would include a front porch with step access. Also identified is
out lot Z which is a common area to be owed and maintained by the homeowners association.
J16
Mrs. DeBoer advised that two accesses will be provided to access the site, one from the west from
Kettlestone Heights Plat 1 and one from the east off of SE Parkview Crossing Drive. All interior
streets will be privately owned and maintained by the homeowners Association. All parking
requirements have been met with the proposed 378 spaces. Pedestrian accessibility is maintained
through the many interior sidewalks as well as a trail along SE Westown Parkway. all sites will be
served with public utilities and storm water will be managed through the dry bottom detention basin
located in the center of the site. All open space and landscaping ordinances have been met with the
proposal.
At this time staff is comfortable with the site plan and would recommend approval subject to
remaining staff comments.
Commissioner Schmidt questioned where the detention would eventually flow to. Mrs.
DeBoer advised it would drain into the storm sewer that runs along SE Parkview Crossing
Drive.
Commissioner Tietz questioned if the buffer zone was bermed. Mrs. DeBoer advised there was
no berm, dense bushes and trees created the buffer zone.
Commissioner Schmidt questioned if the townhomes would have basements. Mrs. DeBoer
advised that the project did not indicate basements.
Commissioner Tietz questioned what the average sales point would be. Representative of the
Applicant, Brad Stanbrough of Element 119, advised the current goal was 205k to 215k, but it
could change based on the cost to build.
A motion was made by Commissioner Schmidt, and seconded by Commissioner Tietz, to approve the
Final Plat for Kettlestone Heights Plat 2 subject to any remaining staff comments and review of any
legal documents. Ayes: Stonebrook, Broderick, Tietz, and Schmidt. Nays: None. Motion Carries.
A motion was made by Commissioner Tietz, and seconded by Commissioner Broderick, to approve
the Site Plan for Kettlestone Heights Plat 2 Townhomes subject to any remaining staff comments and
review of any legal documents. Ayes: Stonebrook, Broderick, Tietz, and Schmidt. Nays: None. Motion
Carries.
STAFF REVIEW AND COMMENT: All comments appear to be addressed. Staff recommends
approval.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Planner II
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 17-
APPROVING THE SITE PLAN FOR KETTLESTONE HEIGHTS TOWNHOMES
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 Kettlestone Heights Townhomes, subject to remaining staff comments on
October 24, 2017; AND,
WHEREAS, the Site Plan for Kettlestone Heights Townhomes is in general conformance with
§304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code;
AND,
WHEREAS, the Site Plan for Kettlestone Heights Townhomes is in general conformance with
§301.27(A) – 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 20th day of November, 2017 that the Site Plan for Kettlestone Heights Townhomes is
approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: Kettlestone Heights Plat 2 – Final Plat and Site
Plan
DATE: October 24, 2017
GENERAL INFORMATION:
Applicant/Developer:
Element 119
Owner:
Triple T Development LLC
Requested Action Final Plat & Site Plan Approval
Location and Size: Property is generally located south of SE Westown
Parkway and west of SE Parkview Crossing Drive,
containing approximately 6.43 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant – Undeveloped Neighborhood Residential K-MF-ROW
North Single Family Residential Neighborhood Residential R-2
South Single Family Residential /
Undeveloped
Neighborhood Residential PD/R-2
East Vacant – Undeveloped Waukee Futures Corridor A-1
West Single Family Residential /
Undeveloped
Neighborhood Residential PD/R-2
BACKGROUND:
The subject property is located south of SE Westown Parkway and west of SE Parkview Crossing Drive. The
property was recently rezoned from R-2 to K-MF-Rowhouse, Kettlestone Multi-Family Rowhouse District, to
allow for the development of rowhomes.
October 20, 2017
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties.
PROJECT DESCRIPTION:
The project includes a total of 16 buildings with a total of 90 units for the entire site. Each unit accounts for
one lot for a total of 90 corresponding lots. The number of units per building varies between 5 and 6 units.
Each unit is approximately 1,900 square feet including the attached garages. The units will include front
porches and most units have steps up to the front porch. These units are intended to be owner occupied.
The final plat identifies the 90 rowhome lots as well as the remainder of the site, identified as Outlot Z.
Outlot Z is common area to be owned and maintained by the homeowner’s association.
ACCESS AND PARKING:
Two accesses will be provided to the site, one from the west from Kettlestone Heights Plat 1 and one on the
east side off of SE Parkview Crossing Drive. All streets interior to the site will be privately owned and
maintained by the townhome homeowner’s association.
The total amount of parking required for this site is 2 spaces per unit for a total of 180 parking spaces. The
total amount of parking proposed is 378 spaces. This includes 2 attached garage spaces per unit.
SIDEWALKS/TRAILS:
As a part of the improvements, a five foot wide sidewalk will be installed along SE Parkview Crossing Drive
and a ten foot wide trail will be installed along SE Westown Parkway.
October 20, 2017
3 of 3
Many sidewalks are planned internal to the site allowing for walkability throughout the entire site, including
through both the courtyard and parking areas. The site plan does provide several pedestrian connections from
the site to the public sidewalk/trail along the public streets to the north and east.
UTILITIES:
This site will be serviced with all public utilities. Sanitary sewer service will be extended from SE Westown
Parkway. Water service will be extended throughout the site from an existing water main that is located on
the north side of SE Westown Parkway. All utilities within the site will be privately owned and maintained.
Storm water will be managed through the dry bottom detention basin located in the center of the site,
identified on the final plat as Outlot Z. This pond will be owned and maintained by the townhome
homeowner’s association.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 31%.
This project includes 25 foot landscape buffers along both the south and west property lines. Street trees are
being provided along both SE Westown Parkway and SE Parkview Crossing Drive. Plantings are being provided
throughout the site in compliance with the landscaping ordinance and the planned development requirements.
ELEVATIONS:
The elevations of the rowhome buildings are proposed to be constructed of a variety of building materials
including HardiePlank Lap Siding, cultured stone, and asphalt shingles. The units each include a front porch
with a railing. All attached garages face interior to the site and are accessed through the private streets
throughout the site. All buildings are two stories and approximately 27 feet in height, at the tallest point.
There are three different color schemes for the rowhome buildings. The first color scheme includes shades of
white and gray. The second color scheme includes shades of tan. The third color scheme includes shades of
blue and gray. Building material samples will be available at the Planning and Zoning Commission meeting.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and final plat and would recommend approval of the site
plan and final plat subject to remaining staff comments and review of all legal documents by the City Attorney.
CITY OF WAUKEE
Melissa DeBoer, AICP
Planner II
SDCOABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM / HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.SMOKE DETECTORCARBON MONOXIDE AND SMOKE DETECTOR COMBOELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.0Cover PagePDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17DRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 FoundationA.4 Main FloorA.5 Second FloorA.6 Single UnitA.7 Bldg SectionsA.8 DetailsA.9 Wall BracingA.10 2 Hr Common WallF.0 Framing Basement
NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"WINDOW HDR. HGT.WINDOW HDR. HGT.4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 121241241241241241241241241241241241247' - 0"ELDORADO -SILVER LINING LIGHT MIST LAP SIDINGW/ 7" REVEALARCTIC WHITE LAP SIDINGW/ 7" REVEALLIGHT MIST LAP SIDINGW/ 7" REVEALAGED PEWTER LAP SIDINGW/ 7" REVEALAGED PEWTER LAP SIDINGW/ 7" REVEALPEARL GRAY LAP SIDINGW/ 7" REVEALPEARL GRAY LAP SIDINGW/ 7" REVEALARCTIC WHITE LAP SIDINGW/ 7" REVEALARCTIC WHITE LAP SIDINGW/ 7" REVEALAGED PEWTER LAP SIDINGW/ 7" REVEALAGED PEWTER LAP SIDINGW/ 7" REVEALARCTIC WHITE LAP SIDINGW/ 7" REVEALELDORADO -SILVER LINING RAILING REQUIRED IF PORCH AND GRADE IS 30" OR MORERAILING REQUIRED IF PORCH AND GRADE IS 30" OR MOREFirst Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"4' - 0"9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"WINDOW HDR. HGT.7' - 0"4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 12124124124124124124124124124124124124ELDORADO -SILVER LINING LIGHT MIST LAP SIDINGW/ 7" REVEALARCTIC WHITELAP SIDINGW/ 7" REVEALAGED PEWTERLAP SIDINGW/ 7" REVEALPEARL GRAYLAP SIDINGW/ 7" REVEALARCTIC WHITELAP SIDINGW/ 7" REVEALAGED PEWTERLAP SIDINGW/ 7" REVEALELDORADO -SILVER LINING PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.1ElevationsPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONLap Siding - 8" 1754 SF 81.0%Stone Veneer 411 SF 19.0%Lap Siding - 8" 1486 SF 65.0% FrontStone Veneer 800 SF 35.0% FrontLap Siding - 8" 699 SF 63.8% RearStone Veneer 396 SF 36.2% Rear
ROOF PLAN LEGENDSYMBOL PLATE HGT. PITCH OVERHANG HEEL HGT.9'-1 1/8" 4/122'-0" 3 15/16"ALL RAKE OVERHANGS ARE 12" UNLESS NOTEDA 18'-2 7/8" 4/12 2'-0" 3 15/16"B 4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 12FIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLFIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLFIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLAAAAAAABAAAAABBBBBABBAABAANOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"4 / 124 / 12124124124124124First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"4 / 124 / 124 / 12124124124124124PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.2ElevationsPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/8" = 1'-0"3ROOF PLANESTIMATED AREA - ROOF8377 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED Scale: 1/4" = 1'-0"1LEFT ELEVATIONScale: 1/4" = 1'-0"2RIGHT ELEVATION
NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS5' - 0"27' - 8"26' - 0"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"120' - 0"58' - 8"2' - 0"2' - 0"2' - 0"2' - 0"4' - 0"22' - 0"27' - 8"5' - 0"58' - 8"UNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATED120' - 0"2' - 0"2' - 0"3' - 0"25' - 4"1' - 0"1' - 10"16' - 4"1' - 9"1' - 9"16' - 4"1' - 10"1' - 11"16' - 4"1' - 11"1' - 10"16' - 4"1' - 9"1' - 9"16' - 4"1' - 10"1' - 11"16' - 4"1' - 11"DROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOOR DROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOOR2A.73'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG1A.73A.74A.73'-0" x 3'-0" x 1'-0"CONC. FTG5' - 0"27' - 8"22' - 0"4' - 0"4' - 0"22' - 0"27' - 8"5' - 0"24' - 0"27' - 0"5' - 8"8"18' - 10"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"18' - 10"8"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.3FoundationPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1T.O. FOOTINGTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTA 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorA 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorB 10 3060 F 2' - 6" 5' - 0" 7' - 0" Fixed Second FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 101 SF 1.3 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 552 SF 6.8 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 547 SF 6.8 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Garage 413 SF 5.1 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 422 SF 5.2 CYFloor: Garage 418 SF 5.2 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 413 SF 5.1 CYGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.
UPUPUPUPUPUPUPFURNWHREF.UPFURNWHUPFURNWHUPFURNWHUPFURNWHUPFURNWHDWREF.DWREF.DWREF.DWREF.DWREF.DWNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS3320 SFMain Floor2731 SFGarage20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"27' - 7 1/2"D22' - 8"D155' - 0"D92' - 4"D92' - 4"D82' - 0"R @0' - 7 3/8"1616' - 0"D610' - 0"10' - 0"D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D610' - 0"10' - 0"D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D6D22' - 8"D155' - 0"D92' - 4"D92' - 4"D82' - 0"R @0' - 7 3/8"1616' - 0"D6D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D6D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D620' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"120' - 0"120' - 0"4' - 0"49' - 4"5' - 4"3' - 2"1' - 10"2' - 0"3' - 2"1' - 10"2' - 0"1' - 8"2' - 2"3' - 2"3' - 2"2' - 2"1' - 8"CHASECHASECHASECHASECHASECHASE3' - 8"1' - 4"8' - 0"7' - 0"5' - 0"5' - 0"7' - 0"8' - 0"8' - 0"7' - 0"5' - 0"5' - 0"7' - 0"8' - 3"7' - 9"7' - 0"5' - 0"5' - 0"7' - 0"8' - 0"AAAAAA3' - 0"D13' - 0"D16060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR3' - 0"D13' - 0"D13' - 0"D13' - 0"D1(1) 3 1/2" X 11 7/8" LSL HDRWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVE3' - 8"1' - 4"2A.716" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(3) 11 7/8" LVLTOP @ 9'-1 1/8"(3) 11 7/8" LVLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH2X6 LSL STUDS2X6 LSL STUDSLSL WALLLSL WALLFRAME WALL UP TO FLOORFRAME WALL UP TO FLOORD155' - 0"D155' - 0"D155' - 0"D155' - 0"2X6 WALLS2X6 WALLS2X6 WALLS2X6 WALLS1A.7FILL WALLFILL WALLFILL WALLFILL WALLFILL WALL3A.74A.753' - 8"5' - 0"22' - 0 1/2"27' - 7 1/2"FRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOOR4' - 0"4' - 0"NOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGEBULKHEADBULKHEADBULKHEADBULKHEADBULKHEADBULKHEADPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.4Main FloorPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Total - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTA 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorA 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorB 10 3060 F 2' - 6" 5' - 0" 7' - 0" Fixed Second FloorGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.OCCUPANT COUNTName SQ.FT. Factor Occupant LevelGarage A 439 SF 0 First FloorGarage B 481 SF 0 First FloorGarage C 438 SF 0 First FloorGarage D 439 SF 0 First FloorGarage E 482 SF 0 First FloorGarage F 436 SF 0 First FloorUnit A 554 SF 200 SF 3 First FloorUnit A - Second 955 SF 200 SF 5 Second FloorUnit B 554 SF 200 SF 3 First FloorUnit B - Second 954 SF 200 SF 5 Second FloorUnit C 554 SF 200 SF 3 First FloorUnit C _ Second 954 SF 200 SF 5 Second FloorUnit D 556 SF 200 SF 3 First FloorUnit D - Second 954 SF 200 SF 5 Second FloorUnit E 553 SF 200 SF 3 First FloorUnit E - Second 954 SF 200 SF 5 Second FloorUnit F 553 SF 200 SF 3 First FloorUnit F - Second 955 SF 200 SF 5 Second FloorGrand total: 18 11764 SF 48
DNWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.DNWD42" VAN.5-0 VAN.DNDNDNDNWD42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWERWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.WD42" VAN.5-0 VAN.WD42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWER2-8 X 5-0 FGTUB/SHOWER2-8 X 5-0 FGTUB/SHOWER6060 SLDR6060 SLDR6060 SLDR 6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR3060 F3060 F3060 F3060 F3060 F3060 F5-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-03060 F3060 F3060 F3060 FDNDNDNDNDNDND102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D144' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"D102' - 6"2' - 0"47' - 8"49' - 8"AAAAAAAAAAAAAAAAAA5' - 0 1/2"9' - 11"5' - 0 1/2"4' - 0 1/2"11' - 11"4' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"4' - 0 1/2"11' - 11"4' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"BBBBBB2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"47' - 8"2' - 0"49' - 8"2' - 0"1' - 8"2' - 0"2' - 0"2' - 0"2' - 0"120' - 0"120' - 0"6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR2A.71A.7D102' - 6"D92' - 4"3A.74A.7FILL WALLFILL WALLFILL WALLFILL WALLBBBB10' - 4"26' - 4"10' - 8"18' - 1 1/2"19' - 4 1/2"10' - 2"ROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CFILL WALLFILL WALLNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS5666 SFSecond FloorPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.5Second FloorPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"3Second FloorTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTES LevelWIDTH HEIGHTA 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorA 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorB 10 3060 F 2' - 6" 5' - 0" 7' - 0" Fixed Second FloorGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.
UPFURNWHREF.DWCODNWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWER6060 SLDR6060 SLDR6060 SLDR3060 F5-0 x 3-03060 F3060 FSDSDSDCO5' - 0"27' - 8"26' - 0"58' - 8"2' - 0"3' - 0"25' - 8"2' - 0"2' - 0"24' - 0"27' - 8"5' - 0"UNEXCAVATEDUNEXCAVATEDUNEXCAVATED19' - 11"1' - 10"16' - 4"1' - 9"2A.71A.719' - 11"15' - 0"3 1/2"3' - 4"3 1/2"8' - 8 1/2"5' - 0"27' - 7 1/2"26' - 0 1/2"3 1/2"15' - 2 1/2"1' - 10"2' - 0"27' - 7 1/2"24' - 0 1/2"CLOMECHGARAGE3 1/2"3' - 2"3 1/2"3 1/2"2' - 8"3 1/2"9' - 11 1/2"3 1/2"2' - 1"3 1/2"6' - 0"3 1/2"2' - 1"3 1/2"6' - 4"8' - 0"7' - 0"5' - 0"KITCHEN9'-1 1/8" CLGHWLDINING9'-1 1/8" CLGHWLLIVING RM9'-1 1/8" CLGCARPET1/2 BATHCOV'D PORCH3' - 0"D16060 SLDRD92' - 4"D92' - 4"D82' - 0"D155' - 0"D22' - 8"16' - 0"D63-0 VANA1' - 4"3' - 8"3' - 2"16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/CR @0' - 7 3/8"16CLO2A.720' - 0"1A.710' - 0"10' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D144' - 0"20' - 0"20' - 0"2' - 0"47' - 8"49' - 8"2' - 0"47' - 8"49' - 8"2' - 2"1' - 10"4' - 0"3 1/2"15' - 8 1/2"10' - 8 1/2"5' - 0"9' - 11 1/2"3 1/2"9' - 9"5' - 0 1/2"4' - 11"4' - 8 1/2"5' - 0 1/2"20' - 1 1/2"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"2' - 1"3 1/2"12' - 8"LINLAUNDRYW.I.C.L.CLOCLOBDRM 39'-1 1/8" CLGCARPETBDRM 29'-1 1/8" CLGCARPETMASTER BDRM9'-1 1/8" CLGCARPETBTHRM9'-1 1/8"TILEBTHRM9'-1 1/8"TILER @0' - 7 3/8"162' - 0"1' - 10"3 1/2"3' - 8"3 1/2"5' - 0"3 1/2"2' - 0"4' - 7 1/2"3' - 10"6' - 1 1/2"3 1/2"9' - 9"6' - 2"3 1/2"3' - 6"3 1/2"3' - 6"3 1/2"5' - 11 1/2"14' - 10"3 1/2"2' - 6 1/2"8' - 2 1/2"3 1/2"5' - 0"3 1/2"2' - 1"3 1/2"13' - 10"2A.71A.7FILL WALLBAAAPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.6Single UnitPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1T.O. Footing - Single UnitScale: 1/4" = 1'-0"2First Floor - Single UnitScale: 1/4" = 1'-0"3Second Floor - Single UnitDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTA 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorA 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorB 10 3060 F 2' - 6" 5' - 0" 7' - 0" Fixed Second FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 101 SF 1.3 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 552 SF 6.8 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 547 SF 6.8 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Garage 413 SF 5.1 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 422 SF 5.2 CYFloor: Garage 418 SF 5.2 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 413 SF 5.1 CYESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SFTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SF
First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"4"19' - 2"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"19' - 2"4"6"9' - 5 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 7 1/2"8"9' - 7 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 7 1/2"8"9' - 7 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 5 1/2"6"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"8"18' - 10"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"18' - 10"8"First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"6"3' - 6"3 1/2"15' - 4 1/2"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"15' - 4 1/2"3 1/2"3' - 6"6"3 1/2"3' - 2"3 1/2"11' - 11"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"3' - 4"3 1/2"11' - 11"8"11' - 11"3 1/2"3' - 4"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"11' - 11"3 1/2"3' - 2"3 1/2"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"18' - 7"9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"1" NOSINGRUN10"RISER7 3/8"T.O. LANDING1' - 2 13/16"LANDING3' - 6"MIN HDR HGT6' - 8"20' - 1 1/2"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"2' - 1"3 1/2"12' - 8"15' - 0"3 1/2"3' - 4"3 1/2"8' - 3"5 1/2"22' - 0 1/2"20' - 0 1/2"2' - 0"18' - 7 1/2"LANDING3' - 6"MIN HDR HGT6' - 8"1" NOSINGRUN10"RISER7 3/8"T.O. LANDING1' - 2 13/16"24' - 0 1/2"5 1/2"8' - 3"3 1/2"3' - 4"3 1/2"15' - 0"12' - 8"3 1/2"2' - 1"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"20' - 1 1/2"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"20' - 0 1/2"47' - 8"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.7Bldg SectionsPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1BUILDING SECTION 1Scale: 1/4" = 1'-0"2BUILDING SECTION 2Scale: 1/4" = 1'-0"3BUILDING SECTION 3Scale: 1/4" = 1'-0"4BUILDING SECTION 4
2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADESEE PLAN FOR REBAR3"3"TOP VIEWSEE PLAN FOR REBARREBAR1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT 1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARDPROVIDE ADEQUATE WATERPROOFINGTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL4" CONC. FLOOR SLAB(2) 2X6 TOP PLATES5/8" GYP. BOARD4' - 0"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMP2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.GUTTER APRONGUTTER PER MANF.9' - 1 1/8"8"X48" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL: #4 @ 48" O.C.HORIZ. STEEL: #4 @ 24" O.C. (SPLICING AS NECESSARY, MIN 12" OVERLAP). GRADE9' - 1 1/8"LAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLS1/2" GYP. BOARD2X6 BOTTOM PLATE3/4" T&G SUB FLOOR (GLUED AND NAILED)FLOOR SYSTEM PER MANUF.(2) 2X6 TOP PLATES5/8" GYP. BOARDINSULATION AT EXTERIOR WALLSR-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8DetailsPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 3/8" = 1'-0"4ATTIC ACCESS OPENINGScale: 1" = 1'-0"2DECK LEDGER CONNECTIONScale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONSScale: 3/4" = 1'-0"10RAKE OVERHANG-WOODScale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTIONScale: 1/2" = 1'-0"9Bath Tub-OSB InsulationScale: 1/2" = 1'-0"8Slab on Grade
--FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16" 9'-0" WALL = 18" 10'-0" WALL = 20"11'-0" WALL = 22" 12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.9Wall BracingPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP
CONCRETE FOOTING4" CONCRETE SLAB(1) 2X4 TREATED SILL PLATE2X4 WOOD STUD COMMON WALL CONSTRUCTION(2) LAYERS 5/8" TYPE "X" GYP. BD.ON EACH WALL5/8" GYP. BD. (TYP.)BLOWN INSULATIONPRE-ENGINEERED ROOF TRUSS (TYP.)2 LAYERS 7/16" OSB - ONE SIDE OF ROOF TRUSS FOR DRAFTSTOPPINGCLASS C ROOF COVERING (MIN.)ATTIC SPACEFIRST FLOORSECOND FLOORVARIES8' - 1 1/8"1' - 0 5/8"9' - 1 1/8"INSULATE WALL CAVITY1" AIR GAPA.10411 7/8" FLOOR TRUSS @ 16" O.C.3/4" T&G PLYWOOD2X4 WOOD STUD COMMON WALL CONSTRUCTION2 LAYERS 5/8" TYPE "X" GYP. BD.INSULATE WALL CAVITY1" AIR GAP5/8" GYP. BD. (TYP.)TRUSS8"NON SPRINKLER ATTIC SPACEDRAFTSTOP EVERY 2 UNITS OR MAX 3000 SQ FT2X4 SILL PLATEINSULATE WALL CAVITY2 LAYERS 5/8" TYPE "X" GYP. BD.1" CONTINUOUS SEPARATION BETWEEN WALL STUDS3/4" T&G PLYWOOD0' - 1 1/4"0' - 3 1/2"0' - 1"0' - 3 1/2"0' - 1 1/4"2 LAYERS 5/8" TYPE "X" GYP. BD.INSULATE WALL CAVITY1" CONTINUOUS SEPARATION BETWEEN WALL STUDS5/8"8"5/8"SLAB ON GRADE(4) CONTINUOUS #4 REBAR#4 REBAR @ 8" O.C.2 HR. COMMON WALL8"4"4"8"8"8"2' - 0"8"3' - 0"4"4' - 0"6"2"8"1' - 4"4"#4 @ 8" O.C.(4) CONTINUOUS #4 REBAR#4 VERT. W/ STD. HOOK @ 18" O.C. CNTRD. ON WALLSLAB ON GRADE(1) TREATED 2X4 SILL PLATEGRADE5/8" GYP. BD.(2) 2X4 TOP PLATES2 LAYERS OF 5/8" TYPE "X" GYP. BD.1 1/4" CONTINUOUS SEPARATION BETWEEN WALL STUDS COMPLETELYBLOWN INSULATION2X4 BLOCKINGPRE ENGINEERED ROOF TRUSS2 LAYERS OF 5/8" TYPE "C" GYP. BD. EACH SIDE OF ROOF TRUSS0' - 1 1/4"0' - 1 1/2"0' - 1 1/4"PRE-ENGINEERED ROOF TRUSSFIRE SEALANT - TYP.15# NON-PERFORATED BUILDING FELTASPHALT ROOF SHINGLES (CLASS C MIN.)5/8" FIRE RATED PLYWOOD - 4'-0" IN EACH DIRECTION OF COMMON WALL1 1/4"1 1/2"1 1/4"2 LAYERS OF 5/8" TYPE "C" GYP. BD. EACH SIDE OF ROOF TRUSSINSULATIONFIRE SEALANT - TYP.2 LAYERS OF 5/8" TYPE "X" GYP. BD. AIR GAPFIRE SEALANT - TYP.EXTERIOR CLADDINGINSULATION2 LAYERS OF 5/8" TYPE "X" GYP. BD. AIR GAPINSULATIONFIRE SEALANT - TYP.2 LAYERS OF 5/8" TYPE "X" GYP. BD. ADDITIONAL BLOCKING OR CLIPS NEEDED FOR CONNECTIONAIR GAPScale: 1/2" = 1'-0"1B - 2 HR. COMMON WALL SECTION1Scale: 3" = 1'-0"4B - 2 HR. COMMON WALL SECTION@ FLOOR JUNCTIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.102 Hr CommonWallPDS 3776Element 119Two Story Townhomes - 6-Plex605-655 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1" = 1'-0"82 HR COMMON WALL FOUNDATIONDETAILScale: 1" = 1'-0"9TYP. PERIMETER FOOTING DETAILScale: 3" = 1'-0"3B - 2 HR. COMMON WALL SECTION@ TRUSS JUNCTIONScale: 3" = 1'-0"2B - 2 HR. COMMON WALL SECTION@ ROOF JUNCTIONScale: 3" = 1'-0"5B - 2 HR. COMMON WALL @EXTERIOR WALL INTERSECTIONScale: 3" = 1'-0"6B - 2 HR. COMMON WALL @INTERIOR WALL INTERSECTIONScale: 3" = 1'-0"7B - 2 HR. COMMON WALL @INTERIOR WALL INTERSECTIONOPTION
SDCOABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM / HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.SMOKE DETECTORCARBON MONOXIDE AND SMOKE DETECTOR COMBOELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.0Cover PagePDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17DRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 FoundationA.4 Main FloorA.5 Second FloorA.6 Single UnitA.7 Bldg SectionsA.8 DetailsA.9 Wall BracingA.10 2 Hr Common WallF.0 Framing Basement
NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"WINDOW HDR. HGT.WINDOW HDR. HGT.4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 121241241241241241241241241241241241247' - 0"ELDORADO -DAYBREAK MONTERET TAUPE LAP SIDINGW/ 7" REVEALRICH ESPRESSO LAP SIDINGW/ 7" REVEALMONTERET TAUPE LAP SIDINGW/ 7" REVEALTIMBER BARK LAP SIDINGW/ 7" REVEALTIMBER BARK LAP SIDINGW/ 7" REVEALRICH ESPRESSO LAP SIDINGW/ 7" REVEALRICH ESPRESSOLAP SIDINGW/ 7" REVEALWOODSTOCK BROWNLAP SIDINGW/ 7" REVEALWOODSTOCK BROWN LAP SIDINGW/ 7" REVEALMONTERET TAUPE LAP SIDINGW/ 7" REVEALMONTERET TAUPE LAP SIDINGW/ 7" REVEALRICH ESPRESSO LAP SIDINGW/ 7" REVEALELDORADO -DAYBREAK First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"4' - 0"9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"WINDOW HDR. HGT.7' - 0"4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 12124124124124124124124124124124124124ELDORADO -DAYBREAKMONTERET TAUPELAP SIDINGW/ 7" REVEALRICH ESPRESSOLAP SIDINGW/ 7" REVEALTIMBER BARKLAP SIDINGW/ 7" REVEALRICH ESPRESSOLAP SIDINGW/ 7" REVEALWOODSTOCK BROWNLAP SIDINGW/ 7" REVEALMONTERET TAUPELAP SIDINGW/ 7" REVEALELDORADO -DAYBREAKPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.1ElevationsPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONLap Siding - 8" 1770 SF 81.2%Stone Veneer 410 SF 18.8%Lap Siding - 8" 1488 SF 62.8% FrontStone Veneer 883 SF 37.2% FrontLap Siding - 8" 690 SF 63.0% RearStone Veneer 406 SF 37.0% Rear
ROOF PLAN LEGENDSYMBOL PLATE HGT. PITCH OVERHANG HEEL HGT.9'-1 1/8" 4/122'-0" 3 15/16"ALL RAKE OVERHANGS ARE 12" UNLESS NOTEDA 18'-2 7/8" 4/12 2'-0" 3 15/16"B 4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 12FIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLFIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLFIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLAAAAAAABAAAAABBBBBABBAABAANOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"4 / 124 / 12124124124124124First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"4 / 124 / 124 / 12124124124124124PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.2ElevationsPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/8" = 1'-0"3ROOF PLANESTIMATED AREA - ROOF8377 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED Scale: 1/4" = 1'-0"1LEFT ELEVATIONScale: 1/4" = 1'-0"2RIGHT ELEVATION
NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS5' - 0"27' - 8"22' - 0"4' - 0"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"120' - 0"58' - 8"2' - 0"2' - 0"2' - 0"2' - 0"4' - 0"22' - 0"27' - 8"5' - 0"58' - 8"UNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATED120' - 0"20' - 0"2' - 0"2' - 0"3' - 0"25' - 4"1' - 0"1' - 10"16' - 4"1' - 9"1' - 9"16' - 4"1' - 10"1' - 11"16' - 4"1' - 11"1' - 10"16' - 4"1' - 9"1' - 9"16' - 4"1' - 10"1' - 11"16' - 4"1' - 11"DROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOOR DROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOOR2A.73'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG1A.73A.74A.73'-0" x 3'-0" x 1'-0"CONC. FTG5' - 0"27' - 8"22' - 0"4' - 0"4' - 0"22' - 0"27' - 8"5' - 0"24' - 0"27' - 0"5' - 8"8"18' - 10"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"18' - 10"8"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.3FoundationPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1T.O. FOOTINGTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 101 SF 1.3 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 552 SF 6.8 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 547 SF 6.8 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Garage 413 SF 5.1 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 422 SF 5.2 CYFloor: Garage 418 SF 5.2 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 413 SF 5.1 CYGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.
UPUPUPUPUPUPUPFURNWHREF.UPFURNWHUPFURNWHUPFURNWHUPFURNWHUPFURNWHDWREF.DWREF.DWREF.DWREF.DWREF.DWNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS3320 SFMain Floor2731 SFGarage20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"22' - 0 1/2"27' - 7 1/2"D22' - 8"D155' - 0"D92' - 4"D92' - 4"D82' - 0"R @0' - 7 3/8"1616' - 0"D610' - 0"10' - 0"D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D610' - 0"10' - 0"D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D6D22' - 8"D155' - 0"D92' - 4"D92' - 4"D82' - 0"R @0' - 7 3/8"1616' - 0"D6D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D6D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D620' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"120' - 0"120' - 0"4' - 0"49' - 4"5' - 4"3' - 2"1' - 10"2' - 0"3' - 2"1' - 10"2' - 0"1' - 8"2' - 2"3' - 2"3' - 2"2' - 2"1' - 8"CHASECHASECHASECHASECHASECHASE3' - 8"1' - 4"8' - 0"7' - 0"5' - 0"5' - 0"7' - 0"8' - 0"8' - 0"7' - 0"5' - 0"5' - 0"7' - 0"8' - 3"7' - 9"7' - 0"5' - 0"5' - 0"7' - 0"8' - 0"BBBBBB3' - 0"D13' - 0"D16060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR3' - 0"D13' - 0"D13' - 0"D13' - 0"D1(1) 3 1/2" X 11 7/8" LSL HDRWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVE3' - 8"1' - 4"2A.716" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(3) 11 7/8" LVLTOP @ 9'-1 1/8"(3) 11 7/8" LVLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH2X6 LSL STUDS2X6 LSL STUDSLSL WALLLSL WALLFRAME WALL UP TO FLOORFRAME WALL UP TO FLOORD155' - 0"D155' - 0"D155' - 0"D155' - 0"2X6 WALLS2X6 WALLS2X6 WALLS2X6 WALLS1A.7FILL WALLFILL WALLFILL WALLFILL WALLFILL WALL3A.74A.74' - 0"49' - 8"5' - 0"22' - 0 1/2"27' - 7 1/2"FRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOOR4' - 0"4' - 0"NOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGEBULKHEADBULKHEADBULKHEADBULKHEADBULKHEADBULKHEADPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.4Main FloorPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Total - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.OCCUPANT COUNTName SQ.FT. Factor Occupant LevelGarage A 439 SF 0 First FloorGarage B 481 SF 0 First FloorGarage C 438 SF 0 First FloorGarage D 439 SF 0 First FloorGarage E 482 SF 0 First FloorGarage F 436 SF 0 First FloorUnit A 554 SF 200 SF 3 First FloorUnit A - Second 955 SF 200 SF 5 Second FloorUnit B 554 SF 200 SF 3 First FloorUnit B - Second 954 SF 200 SF 5 Second FloorUnit C 554 SF 200 SF 3 First FloorUnit C _ Second 954 SF 200 SF 5 Second FloorUnit D 556 SF 200 SF 3 First FloorUnit D - Second 954 SF 200 SF 5 Second FloorUnit E 553 SF 200 SF 3 First FloorUnit E - Second 954 SF 200 SF 5 Second FloorUnit F 553 SF 200 SF 3 First FloorUnit F - Second 955 SF 200 SF 5 Second FloorGrand total: 18 11764 SF 48
DNWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.DNWD42" VAN.5-0 VAN.DNDNDNDNWD42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWERWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.WD42" VAN.5-0 VAN.WD42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWER2-8 X 5-0 FGTUB/SHOWER2-8 X 5-0 FGTUB/SHOWER6060 SLDR6060 SLDR6060 SLDR 6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR3060 F3060 F3060 F3060 F3060 F3060 F5-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-03060 CA3060 CA3060 CA3060 CADNDNDNDNDNDND102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D144' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"D102' - 6"2' - 0"47' - 8"49' - 8"BBBBBBBBBBBBBBBBBB5' - 0 1/2"9' - 11"5' - 0 1/2"4' - 0 1/2"11' - 11"4' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"4' - 0 1/2"11' - 11"4' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"DDDDDD2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"47' - 8"2' - 0"49' - 8"2' - 0"1' - 8"2' - 0"2' - 0"2' - 0"2' - 0"120' - 0"120' - 0"6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR2A.71A.7D102' - 6"D92' - 4"3A.74A.7FILL WALLFILL WALLFILL WALLFILL WALLEEEE10' - 4"26' - 4"10' - 8"18' - 1 1/2"19' - 4 1/2"10' - 2"ROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CFILL WALLFILL WALLNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS5666 SFSecond FloorPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.5Second FloorPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"3Second FloorTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.
UPFURNWHREF.DWCODNWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWER6060 SLDR6060 SLDR6060 SLDR3060 F5-0 x 3-03060 CA3060 CASDSDSDCO5' - 0"27' - 8"22' - 0"4' - 0"58' - 8"2' - 0"3' - 0"25' - 8"2' - 0"20' - 0"2' - 0"24' - 0"27' - 8"5' - 0"UNEXCAVATEDUNEXCAVATEDUNEXCAVATED19' - 11"1' - 10"16' - 4"1' - 9"2A.71A.719' - 11"15' - 0"3 1/2"3' - 4"3 1/2"8' - 8 1/2"5' - 0"27' - 7 1/2"22' - 0 1/2"4' - 0"3 1/2"15' - 2 1/2"1' - 10"2' - 0"27' - 7 1/2"24' - 0 1/2"CLOMECHGARAGE3 1/2"3' - 2"3 1/2"3 1/2"2' - 8"3 1/2"9' - 11 1/2"3 1/2"2' - 1"3 1/2"6' - 0"3 1/2"2' - 1"3 1/2"6' - 4"8' - 0"7' - 0"5' - 0"KITCHEN9'-1 1/8" CLGHWLDINING9'-1 1/8" CLGHWLLIVING RM9'-1 1/8" CLGCARPET1/2 BATHCOV'D PORCH3' - 0"D16060 SLDRD92' - 4"D92' - 4"D82' - 0"D155' - 0"D22' - 8"16' - 0"D63-0 VANB1' - 4"3' - 8"3' - 2"16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/CR @0' - 7 3/8"16CLO2A.720' - 0"1A.749' - 8"10' - 0"10' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D144' - 0"20' - 0"20' - 0"2' - 0"47' - 8"49' - 8"2' - 0"47' - 8"49' - 8"2' - 2"1' - 10"4' - 0"3 1/2"15' - 8 1/2"10' - 8 1/2"5' - 0"9' - 11 1/2"3 1/2"9' - 9"5' - 0 1/2"4' - 11"4' - 8 1/2"5' - 0 1/2"20' - 1 1/2"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"2' - 1"3 1/2"12' - 8"LINLAUNDRYW.I.C.L.CLOCLOBDRM 39'-1 1/8" CLGCARPETBDRM 29'-1 1/8" CLGCARPETMASTER BDRM9'-1 1/8" CLGCARPETBTHRM9'-1 1/8"TILEBTHRM9'-1 1/8"TILER @0' - 7 3/8"162' - 0"1' - 10"3 1/2"3' - 8"3 1/2"5' - 0"3 1/2"2' - 0"4' - 7 1/2"3' - 10"6' - 1 1/2"3 1/2"9' - 9"6' - 2"3 1/2"3' - 6"3 1/2"3' - 6"3 1/2"5' - 11 1/2"14' - 10"3 1/2"2' - 6 1/2"8' - 2 1/2"3 1/2"5' - 0"3 1/2"2' - 1"3 1/2"13' - 10"2A.71A.7FILL WALLDBBB6060 SLDRPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.6Single UnitPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1T.O. Footing - Single UnitScale: 1/4" = 1'-0"2First Floor - Single UnitScale: 1/4" = 1'-0"3Second Floor - Single UnitDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 101 SF 1.3 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 552 SF 6.8 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 547 SF 6.8 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Garage 413 SF 5.1 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 422 SF 5.2 CYFloor: Garage 418 SF 5.2 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 413 SF 5.1 CYESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SFTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SF
First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"4"19' - 2"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"19' - 2"4"6"9' - 5 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 7 1/2"8"9' - 7 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 7 1/2"8"9' - 7 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 5 1/2"6"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"8"18' - 10"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"18' - 10"8"First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"6"3' - 6"3 1/2"15' - 4 1/2"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"15' - 4 1/2"3 1/2"3' - 6"6"3 1/2"3' - 2"3 1/2"11' - 11"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"3' - 4"3 1/2"11' - 11"8"11' - 11"3 1/2"3' - 4"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"11' - 11"3 1/2"3' - 2"3 1/2"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"18' - 7"9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"1" NOSINGRUN10"RISER7 3/8"T.O. LANDING1' - 2 13/16"LANDING3' - 6"MIN HDR HGT6' - 8"20' - 1 1/2"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"2' - 1"3 1/2"12' - 8"15' - 0"3 1/2"3' - 4"3 1/2"8' - 3"5 1/2"22' - 0 1/2"20' - 0 1/2"2' - 0"18' - 7 1/2"LANDING3' - 6"MIN HDR HGT6' - 8"1" NOSINGRUN10"RISER7 3/8"T.O. LANDING1' - 2 13/16"24' - 0 1/2"5 1/2"8' - 3"3 1/2"3' - 4"3 1/2"15' - 0"12' - 8"3 1/2"2' - 1"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"20' - 1 1/2"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"20' - 0 1/2"47' - 8"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.7Bldg SectionsPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1BUILDING SECTION 1Scale: 1/4" = 1'-0"2BUILDING SECTION 2Scale: 1/4" = 1'-0"3BUILDING SECTION 3Scale: 1/4" = 1'-0"4BUILDING SECTION 4
2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADESEE PLAN FOR REBAR3"3"TOP VIEWSEE PLAN FOR REBARREBAR1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT 1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARDPROVIDE ADEQUATE WATERPROOFINGTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL4" CONC. FLOOR SLAB(2) 2X6 TOP PLATES5/8" GYP. BOARD4' - 0"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMP2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.GUTTER APRONGUTTER PER MANF.9' - 1 1/8"8"X48" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL: #4 @ 48" O.C.HORIZ. STEEL: #4 @ 24" O.C. (SPLICING AS NECESSARY, MIN 12" OVERLAP). GRADE9' - 1 1/8"LAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLS1/2" GYP. BOARD2X6 BOTTOM PLATE3/4" T&G SUB FLOOR (GLUED AND NAILED)FLOOR SYSTEM PER MANUF.(2) 2X6 TOP PLATES5/8" GYP. BOARDINSULATION AT EXTERIOR WALLSR-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8DetailsPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 3/8" = 1'-0"4ATTIC ACCESS OPENINGScale: 1" = 1'-0"2DECK LEDGER CONNECTIONScale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONSScale: 3/4" = 1'-0"10RAKE OVERHANG-WOODScale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTIONScale: 1/2" = 1'-0"9Bath Tub-OSB InsulationScale: 1/2" = 1'-0"8Slab on Grade
--FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16" 9'-0" WALL = 18" 10'-0" WALL = 20"11'-0" WALL = 22" 12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.9Wall BracingPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP
CONCRETE FOOTING4" CONCRETE SLAB(1) 2X4 TREATED SILL PLATE2X4 WOOD STUD COMMON WALL CONSTRUCTION(2) LAYERS 5/8" TYPE "X" GYP. BD.ON EACH WALL5/8" GYP. BD. (TYP.)BLOWN INSULATIONPRE-ENGINEERED ROOF TRUSS (TYP.)2 LAYERS 7/16" OSB - ONE SIDE OF ROOF TRUSS FOR DRAFTSTOPPINGCLASS C ROOF COVERING (MIN.)ATTIC SPACEFIRST FLOORSECOND FLOORVARIES8' - 1 1/8"1' - 0 5/8"9' - 1 1/8"INSULATE WALL CAVITY1" AIR GAPA.10411 7/8" FLOOR TRUSS @ 16" O.C.3/4" T&G PLYWOOD2X4 WOOD STUD COMMON WALL CONSTRUCTION2 LAYERS 5/8" TYPE "X" GYP. BD.INSULATE WALL CAVITY1" AIR GAP5/8" GYP. BD. (TYP.)TRUSS8"NON SPRINKLER ATTIC SPACEDRAFTSTOP EVERY 2 UNITS OR MAX 3000 SQ FT2X4 SILL PLATEINSULATE WALL CAVITY2 LAYERS 5/8" TYPE "X" GYP. BD.1" CONTINUOUS SEPARATION BETWEEN WALL STUDS3/4" T&G PLYWOOD0' - 1 1/4"0' - 3 1/2"0' - 1"0' - 3 1/2"0' - 1 1/4"2 LAYERS 5/8" TYPE "X" GYP. BD.INSULATE WALL CAVITY1" CONTINUOUS SEPARATION BETWEEN WALL STUDS5/8"8"5/8"SLAB ON GRADE(4) CONTINUOUS #4 REBAR#4 REBAR @ 8" O.C.2 HR. COMMON WALL8"4"4"8"8"8"2' - 0"8"3' - 0"4"4' - 0"6"2"8"1' - 4"4"#4 @ 8" O.C.(4) CONTINUOUS #4 REBAR#4 VERT. W/ STD. HOOK @ 18" O.C. CNTRD. ON WALLSLAB ON GRADE(1) TREATED 2X4 SILL PLATEGRADE5/8" GYP. BD.(2) 2X4 TOP PLATES2 LAYERS OF 5/8" TYPE "X" GYP. BD.1 1/4" CONTINUOUS SEPARATION BETWEEN WALL STUDS COMPLETELYBLOWN INSULATION2X4 BLOCKINGPRE ENGINEERED ROOF TRUSS2 LAYERS OF 5/8" TYPE "C" GYP. BD. EACH SIDE OF ROOF TRUSS0' - 1 1/4"0' - 1 1/2"0' - 1 1/4"PRE-ENGINEERED ROOF TRUSSFIRE SEALANT - TYP.15# NON-PERFORATED BUILDING FELTASPHALT ROOF SHINGLES (CLASS C MIN.)5/8" FIRE RATED PLYWOOD - 4'-0" IN EACH DIRECTION OF COMMON WALL1 1/4"1 1/2"1 1/4"2 LAYERS OF 5/8" TYPE "C" GYP. BD. EACH SIDE OF ROOF TRUSSINSULATIONFIRE SEALANT - TYP.2 LAYERS OF 5/8" TYPE "X" GYP. BD. AIR GAPFIRE SEALANT - TYP.EXTERIOR CLADDINGINSULATION2 LAYERS OF 5/8" TYPE "X" GYP. BD. AIR GAPINSULATIONFIRE SEALANT - TYP.2 LAYERS OF 5/8" TYPE "X" GYP. BD. ADDITIONAL BLOCKING OR CLIPS NEEDED FOR CONNECTIONAIR GAPScale: 1/2" = 1'-0"1B - 2 HR. COMMON WALL SECTION1Scale: 3" = 1'-0"4B - 2 HR. COMMON WALL SECTION@ FLOOR JUNCTIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.102 Hr CommonWallPDS 3776Element 119Two Story Townhomes - 6-Plex675-725 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1" = 1'-0"82 HR COMMON WALL FOUNDATIONDETAILScale: 1" = 1'-0"9TYP. PERIMETER FOOTING DETAILScale: 3" = 1'-0"3B - 2 HR. COMMON WALL SECTION@ TRUSS JUNCTIONScale: 3" = 1'-0"2B - 2 HR. COMMON WALL SECTION@ ROOF JUNCTIONScale: 3" = 1'-0"5B - 2 HR. COMMON WALL @EXTERIOR WALL INTERSECTIONScale: 3" = 1'-0"6B - 2 HR. COMMON WALL @INTERIOR WALL INTERSECTIONScale: 3" = 1'-0"7B - 2 HR. COMMON WALL @INTERIOR WALL INTERSECTIONOPTION
SDCOABBREVIATIONSADJ ADJUSTABLEAWN. AWNINGBTM. BOTTOMBSMT. BASEMENTBTW. BETWEENCA CASEMENTCANT. CANTILEVERCAB. CABINETC CENTER LINECLG CEILINGC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETED DRYERDIA. DIAMETERDN DOWNDH DOUBLE HUNGDW DISHWASHERF.D. FLOOR DRAINFLR. FLOORFT. FEETFURN. FURNACEHDR. HEADERHDWD HARDWOODINSUL. INSULATIONJST. JOISTLVL LAMINATED VENEER LUMBERLIN. LINENMAX. MAXIMUMMIN. MINIMUMO/C ON CENTERO.H.D. OVERHEAD DOOROPNG. OPENINGPED. PEDESTALN.T.S. NOT TO SCALEREF REFRIGERATORREQ REQUIREDRO ROUGH OPENINGRM ROOMSH SINGLE HUNGS & R SHELF AND RODS.F. SQUARE FEETS.P. SUMP PITSTL STEELTYP. TYPICALTRANS. TRANSOMUNEX. UNEXCAVATEDVAN. VANITYW WASHERW/ WITHW.H. WATER HEATERLMISC. SYMBOLSFROST PROOF HOSE BIBFLOOR LINE ABOVESTRUCTURAL BEAM / HEADER OR GIRDER TRUSSLOAD BEARING WALLSOLID BLOCKING FROM CONCENTRATED LOADCONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.SMOKE DETECTORCARBON MONOXIDE AND SMOKE DETECTOR COMBOELECTRIC SYMBOLSRBMPCSMOKE/HEAT DETECTORLIGHT WITH E. FANEXHAUST FANCABLE OUTLETPHONE OUTLET240 VOLT RECEPTACLEDUPLEX RECEPTACLE OUTLETSINGLE RECEPTACLE OUTLETDIMMER SWITCHSINGLE POLE SWITCHGARAGE DOOR OPENERELECTRIC PANELCEILING MOUNTED LIGHTWALL MOUNTED LIGHTRECESSED LIGHTFLUORESCENT LIGHTDMBAR LIGHTW.M. MOTION DETECTOR LIGHTPULL CHAIN LIGHT3THREE WAY SWITCHNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.0Cover PagePDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17DRAWING LISTA.0 Cover PageA.1 ElevationsA.2 ElevationsA.3 FoundationA.4 Main FloorA.5 Second FloorA.6 Single UnitA.7 Bldg SectionsA.8 DetailsA.9 Wall BracingA.10 2 Hr Common WallF.0 Framing Basement
NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"WINDOW HDR. HGT.WINDOW HDR. HGT.4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 121241241241241241241241241241241241247' - 0"ELDORADO -GLACIER WHITE GRAY SLATE LAP SIDINGW/ 7" REVEALDEEP OCEAN LAP SIDINGW/ 7" REVEALGRAY SLATE LAP SIDINGW/ 7" REVEALNIGHT GRAY LAP SIDINGW/ 7" REVEALNIGHT GRAY LAP SIDINGW/ 7" REVEALBOOTHBAY BLUELAP SIDINGW/ 7" REVEALBOOTHBAY BLUELAP SIDINGW/ 7" REVEALDEEP OCEANLAP SIDINGW/ 7" REVEALDEEP OCEAN LAP SIDINGW/ 7" REVEALNIGHT GRAY LAP SIDINGW/ 7" REVEALNIGHT GRAY LAP SIDINGW/ 7" REVEALDEEP OCEAN LAP SIDINGW/ 7" REVEALELDORADO -GLACIER WHITE First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"4' - 0"9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"WINDOW HDR. HGT.7' - 0"4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 12124124124124124124124124124124124124ELDORADO -GLACIER WHITEGRAY SLATELAP SIDINGW/ 7" REVEALDEEP OCEANLAP SIDINGW/ 7" REVEALNIGHT GRAYLAP SIDINGW/ 7" REVEALBOOTHBAY BLUELAP SIDINGW/ 7" REVEALDEEP OCEANLAP SIDINGW/ 7" REVEALNIGHT GRAYLAP SIDINGW/ 7" REVEALELDORADO -GLACIER WHITE PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.1ElevationsPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1FRONT ELEVATIONScale: 1/4" = 1'-0"2REAR ELEVATIONESTIMATED AREA - WALL CLADDINGMATERIAL TYPEMATERIALSFMATERIAL%MATERIALELEVATIONLap Siding - 8" 1765 SF 82.3%Stone Veneer 380 SF 17.7%Lap Siding - 8" 1486 SF 65.0% FrontStone Veneer 801 SF 35.0% FrontLap Siding - 8" 684 SF 62.8% RearStone Veneer 406 SF 37.2% Rear
ROOF PLAN LEGENDSYMBOL PLATE HGT. PITCH OVERHANG HEEL HGT.9'-1 1/8" 4/122'-0" 3 15/16"ALL RAKE OVERHANGS ARE 12" UNLESS NOTEDA 18'-2 7/8" 4/12 2'-0" 3 15/16"B 4 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 124 / 12FIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLFIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLFIRE TREATED PLYWOOD 4'-0" ON EACH SIDE OF PARTY WALLAAAAAAABAAAAABBBBBABBAABAANOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"4 / 124 / 12124124124124124First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"4 / 124 / 124 / 12124124124124124PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.2ElevationsPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/8" = 1'-0"3ROOF PLANESTIMATED AREA - ROOF8377 SF- SQUARE FOOTAGE OF ROOF IS TAKEN FROM THE EXPOSED SURFACE OF THE ROOF. 1. THE AREA EXCLUDES SHEATHED SURFACES BELOW VALLEY. 2. NO WASTE FACTOR HAS BEEN INCLUDED Scale: 1/4" = 1'-0"1LEFT ELEVATIONScale: 1/4" = 1'-0"2RIGHT ELEVATION
NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS5' - 0"27' - 8"22' - 0"4' - 0"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"19' - 11"20' - 2"19' - 11"120' - 0"58' - 8"2' - 0"2' - 0"2' - 0"2' - 0"4' - 0"22' - 0"27' - 8"5' - 0"58' - 8"UNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATED120' - 0"20' - 0"2' - 0"2' - 0"3' - 0"25' - 4"1' - 0"1' - 10"16' - 4"1' - 9"1' - 9"16' - 4"1' - 10"1' - 11"16' - 4"1' - 11"1' - 10"16' - 4"1' - 9"1' - 9"16' - 4"1' - 10"1' - 11"16' - 4"1' - 11"DROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOOR DROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOORDROP CONCRETE FOR GARAGE DOOR2A.73'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG3'-0" x 3'-0" x 1'-0"CONC. FTG1A.73A.74A.73'-0" x 3'-0" x 1'-0"CONC. FTG5' - 0"27' - 8"22' - 0"4' - 0"4' - 0"22' - 0"27' - 8"5' - 0"24' - 0"27' - 0"5' - 8"8"18' - 10"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"18' - 10"8"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.3FoundationPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1T.O. FOOTINGTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTA 6 6060 F 5' - 0" 5' - 0" 7' - 0" Fixed First FloorB 12 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorC 6 60-3060 CA- F 7' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 101 SF 1.3 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 552 SF 6.8 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 547 SF 6.8 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Garage 413 SF 5.1 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 422 SF 5.2 CYFloor: Garage 418 SF 5.2 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 413 SF 5.1 CYGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.
UPUPUPUPUPUPUPFURNWHREF.UPFURNWHUPFURNWHUPFURNWHUPFURNWHUPFURNWHDWREF.DWREF.DWREF.DWREF.DWREF.DWNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS3320 SFMain Floor2731 SFGarage20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"22' - 0 1/2"27' - 7 1/2"D22' - 8"D155' - 0"D92' - 4"D92' - 4"D82' - 0"R @0' - 7 3/8"1616' - 0"D610' - 0"10' - 0"D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D610' - 0"10' - 0"D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D6D22' - 8"D155' - 0"D92' - 4"D92' - 4"D82' - 0"R @0' - 7 3/8"1616' - 0"D6D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D6D22' - 8"D92' - 4"D92' - 4"D82' - 0"16' - 0"D620' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"120' - 0"120' - 0"4' - 0"49' - 4"5' - 4"3' - 2"1' - 10"2' - 0"3' - 2"1' - 10"2' - 0"1' - 8"2' - 2"3' - 2"3' - 2"2' - 2"1' - 8"CHASECHASECHASECHASECHASECHASE3' - 8"1' - 4"8' - 0"7' - 0"5' - 0"5' - 0"7' - 0"8' - 0"8' - 0"7' - 0"5' - 0"5' - 0"7' - 0"8' - 3"7' - 9"7' - 0"5' - 0"5' - 0"7' - 0"8' - 0"BBBBBB3' - 0"D13' - 0"D16060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR3' - 0"D13' - 0"D13' - 0"D13' - 0"D1(1) 3 1/2" X 11 7/8" LSL HDRWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVEWALLS ABOVE3' - 8"1' - 4"2A.716" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSLTOP @ 9'-1 1/8"(3) 11 7/8" LVLTOP @ 9'-1 1/8"(3) 11 7/8" LVLTOP @ 9'-1 1/8"(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(1) 3 1/2" X 11 7/8" LSL HDR(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH(3) 24" FLUSH2X6 LSL STUDS2X6 LSL STUDSLSL WALLLSL WALLFRAME WALL UP TO FLOORFRAME WALL UP TO FLOORD155' - 0"D155' - 0"D155' - 0"D155' - 0"2X6 WALLS2X6 WALLS2X6 WALLS2X6 WALLS1A.7FILL WALLFILL WALLFILL WALLFILL WALLFILL WALL3A.74A.74' - 0"49' - 8"5' - 0"22' - 0 1/2"27' - 7 1/2"FRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOORFRAME WALL THROUGH FLOOR4' - 0"4' - 0"NOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGENOTE: SPRAY FOAM ABOVE GARAGEBULKHEADBULKHEADBULKHEADBULKHEADBULKHEADBULKHEADPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.4Main FloorPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Total - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.OCCUPANT COUNTName SQ.FT. Factor Occupant LevelGarage A 439 SF 0 First FloorGarage B 481 SF 0 First FloorGarage C 438 SF 0 First FloorGarage D 439 SF 0 First FloorGarage E 482 SF 0 First FloorGarage F 436 SF 0 First FloorUnit A 554 SF 200 SF 3 First FloorUnit A - Second 955 SF 200 SF 5 Second FloorUnit B 554 SF 200 SF 3 First FloorUnit B - Second 954 SF 200 SF 5 Second FloorUnit C 554 SF 200 SF 3 First FloorUnit C _ Second 954 SF 200 SF 5 Second FloorUnit D 556 SF 200 SF 3 First FloorUnit D - Second 954 SF 200 SF 5 Second FloorUnit E 553 SF 200 SF 3 First FloorUnit E - Second 954 SF 200 SF 5 Second FloorUnit F 553 SF 200 SF 3 First FloorUnit F - Second 955 SF 200 SF 5 Second FloorGrand total: 18 11764 SF 48
DNWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.DNWD42" VAN.5-0 VAN.DNDNDNDNWD42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWERWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.WD42" VAN.5-0 VAN.WD42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWER2-8 X 5-0 FGTUB/SHOWER2-8 X 5-0 FGTUB/SHOWER6060 SLDR6060 SLDR6060 SLDR 6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR3060 F3060 F3060 F3060 F3060 F3060 F5-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-05-0 x 3-03060 CA3060 CA3060 CA3060 CA6060 SLDRDNDNDNDNDNDND102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D144' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D155' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"D102' - 6"2' - 0"47' - 8"49' - 8"BBBBBBBBBBBBBBBBB5' - 0 1/2"9' - 11"5' - 0 1/2"4' - 0 1/2"11' - 11"4' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"4' - 0 1/2"11' - 11"4' - 0 1/2"5' - 0 1/2"9' - 11"5' - 0 1/2"DDDDDD2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"2' - 2"12' - 10"5' - 0"5' - 0"12' - 10"2' - 2"47' - 8"2' - 0"49' - 8"2' - 0"1' - 8"2' - 0"2' - 0"2' - 0"2' - 0"120' - 0"120' - 0"6060 SLDR6060 SLDR6060 SLDR6060 SLDR6060 SLDR2A.71A.7D102' - 6"D92' - 4"3A.74A.7FILL WALLFILL WALLFILL WALLFILL WALLEEEE10' - 4"26' - 4"10' - 8"18' - 1 1/2"19' - 4 1/2"10' - 2"ROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CROOF TRUSSES@ 24" O/CFILL WALLFILL WALLBNOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANS5666 SFSecond FloorPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.5Second FloorPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"3Second FloorTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SFDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHT SPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorGENERAL CONSTRUCTION NOTES1) EXTERIOR DIMENSIONS ARE FROM THE OUTSIDE OF SHEATHING TO OUTSIDE OF SHEATHING OR FROM FACE OF MASONRY TO FACE OF MASONRY.2) INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD.3) ALL EXTERIOR HEADERS TO BE (2) 2X10 DF #2 UNLESS NOTED OTHERWISE. USE 1 JACK (JS) & 1 KING (KS) STUD ON EACH END UNLESS NOTED OTHERWISE. 4) ALL HEADERS AND BEAMS ARE DROPPED BELOW DECK/PLATE UNLESS NOTED AS FLUSH.5) 20 MINUTE FIRE DOOR W/ SELF CLOSING HINGES BETWEEN GARAGE AND LIVING AREAS.6) ALL EXTERIOR DOOR ROUGH OPENING INCLUDED PAD UNDER SILL.7) REFER TO LOCAL BUILDING CODES FOR SPECIFIC SMOKE ALARM LOCATIONS.9) SYMBOL REPRESENTS SOLD BLOCKING FROM CONCENTRATED LOAD10) SYMBOL REPRESENTS CONCENTRATED LOAD FROM ABOVE. SOLID BLOCK TO FOUNDATION OR BEAM /HEADER BELOW.8) GARAGE WALLS AND CEILING TO HAVE 5/8" TYPE X GYP BOARDESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SF- SQUARE FOOTAGE OF CEILING IS TAKEN FROM THE INSIDE OF EXTERIOR WALLS. 1. THE AREA INCLUDES ALL AREA UNDER ALL INTERIOR WALLS 2. IN BASEMENT, ONLY INLCUDES FINISHED AREAS 3. NO WASTE FACTOR HAS BEEN INCLUDED 11) CS-WSP, CS-PF, PFH - IF NOTED, REFER TO WALL BRACING PAGE.
UPFURNWHREF.DWCODNWD2-8 X 5-0 FGTUB/SHOWER42" VAN.5-0 VAN.2-8 X 5-0 FGTUB/SHOWER6060 SLDR6060 SLDR6060 SLDR3060 F5-0 x 3-03060 CA3060 CASDSDSDCO5' - 0"27' - 8"22' - 0"4' - 0"58' - 8"2' - 0"3' - 0"25' - 8"2' - 0"20' - 0"2' - 0"24' - 0"27' - 8"5' - 0"UNEXCAVATEDUNEXCAVATEDUNEXCAVATED19' - 11"1' - 10"16' - 4"1' - 9"2A.71A.719' - 11"15' - 0"3 1/2"3' - 4"3 1/2"8' - 8 1/2"5' - 0"27' - 7 1/2"22' - 0 1/2"4' - 0"3 1/2"15' - 2 1/2"1' - 10"2' - 0"27' - 7 1/2"24' - 0 1/2"CLOMECHGARAGE3 1/2"3' - 2"3 1/2"3 1/2"2' - 8"3 1/2"9' - 11 1/2"3 1/2"2' - 1"3 1/2"6' - 0"3 1/2"2' - 1"3 1/2"6' - 4"8' - 0"7' - 0"5' - 0"KITCHEN9'-1 1/8" CLGHWLDINING9'-1 1/8" CLGHWLLIVING RM9'-1 1/8" CLGCARPET1/2 BATHCOV'D PORCH3' - 0"D16060 SLDRD92' - 4"D92' - 4"D82' - 0"D155' - 0"D22' - 8"16' - 0"D63-0 VANB1' - 4"3' - 8"3' - 2"16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/C16" FLOOR TRUSSES@ 16" 0/CR @0' - 7 3/8"16CLO2A.720' - 0"1A.749' - 8"10' - 0"10' - 0"D102' - 6"D102' - 6"D102' - 6"CHASED155' - 0"D92' - 4"D144' - 0"D144' - 0"D92' - 4"D92' - 4"D71' - 6"D144' - 0"20' - 0"20' - 0"2' - 0"47' - 8"49' - 8"2' - 0"47' - 8"49' - 8"2' - 2"1' - 10"4' - 0"3 1/2"15' - 8 1/2"10' - 8 1/2"5' - 0"9' - 11 1/2"3 1/2"9' - 9"5' - 0 1/2"4' - 11"4' - 8 1/2"5' - 0 1/2"20' - 1 1/2"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"2' - 1"3 1/2"12' - 8"LINLAUNDRYW.I.C.L.CLOCLOBDRM 39'-1 1/8" CLGCARPETBDRM 29'-1 1/8" CLGCARPETMASTER BDRM9'-1 1/8" CLGCARPETBTHRM9'-1 1/8"TILEBTHRM9'-1 1/8"TILER @0' - 7 3/8"162' - 0"1' - 10"3 1/2"3' - 8"3 1/2"5' - 0"3 1/2"2' - 0"4' - 7 1/2"3' - 10"6' - 1 1/2"3 1/2"9' - 9"6' - 2"3 1/2"3' - 6"3 1/2"3' - 6"3 1/2"5' - 11 1/2"14' - 10"3 1/2"2' - 6 1/2"8' - 2 1/2"3 1/2"5' - 0"3 1/2"2' - 1"3 1/2"13' - 10"2A.71A.7FILL WALLDBBB6060 SLDRPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.6Single UnitPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1T.O. Footing - Single UnitScale: 1/4" = 1'-0"2First Floor - Single UnitScale: 1/4" = 1'-0"3Second Floor - Single UnitDOOR SCHEDULEID QTY DOOR SIZEROUGH OPENINGSSPECIAL NOTES LevelWIDTH HEIGHTD1 6 3-0 x 6-8 Entry 3' - 2 1/4" 6' - 10 3/4" Therma Tru RO + 3/4" Pad - VerifyROFirst FloorD2 6 2-8 x 6-8 Steel F 2' - 10 1/4" 6' - 10 3/4" Therma Tru - 20 Min Fire Rated -RO includes 3/4" PadFirst FloorD6 6 16-0 X 7-0 Soild Panel 16' - 3" 7' - 1 1/2" Overhead Garage Door First FloorD8 6 2-0 x 6-8 2' - 2" 6' - 10 1/2" First FloorD9 12 2-4 x 6-8 2' - 6" 6' - 10 1/2" First FloorD15 6 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door First FloorD7 6 1-6 x 6-8 1' - 8" 6' - 10 1/2" Second FloorD9 18 2-4 x 6-8 2' - 6" 6' - 10 1/2" Second FloorD10 18 2-6 x 6-8 2' - 8" 6' - 10 1/2" Second FloorD14 13 4-0 x 6-8 4' - 2" 6' - 10 1/2" Double Door Second FloorD15 11 5-0 x 6-8 5' - 2" 6' - 10 1/2" Double Door Second FloorWINDOW SCHEDULEID QTY TYPEROUGH OPENINGSHEADERHEIGHTSPECIAL NOTES LevelWIDTH HEIGHTB 6 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress First FloorB 18 6060 SLDR 5' - 0" 5' - 0" 7' - 0" Meets Egress Second FloorD 6 3060 F 2' - 6" 5' - 0" 7' - 0" Second FloorE 4 3060 CA 2' - 6" 5' - 0" 7' - 0" Meets Egress Second FloorESTIMATED AREA - 4" FLATWORKLOCATION AREACUBICYARDSFloor: Front Porch 101 SF 1.3 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 552 SF 6.8 CYFloor: Main Floor 548 SF 6.8 CYFloor: Main Floor 566 SF 7.0 CYFloor: Main Floor 547 SF 6.8 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 101 SF 1.3 CYFloor: Front Porch 98 SF 1.2 CYFloor: Front Porch 101 SF 1.3 CYFloor: Garage 413 SF 5.1 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 422 SF 5.2 CYFloor: Garage 418 SF 5.2 CYFloor: Garage 460 SF 5.7 CYFloor: Garage 413 SF 5.1 CYESTIMATED AREA - CEILINGLEVEL CEILING TYPE AREAFirst Flr Wall Hgt Ceiling - Garage 2587 SFFirst Flr Wall Hgt Ceiling - House 2747 SFSecond Flr WallHgtCeiling - House 5390 SF10724 SFTotal - AREA SCHEDULENAME SQ FTGarage 2731 SF2731 SFMain Floor 3320 SFSecond Floor 5666 SF8986 SFGrand total: 3 11716 SF
First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"4"19' - 2"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"19' - 2"4"6"9' - 5 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 7 1/2"8"9' - 7 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 7 1/2"8"9' - 7 1/2"3 1/2"9' - 5"8"9' - 5"3 1/2"9' - 5 1/2"6"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"8"18' - 10"10"19' - 4"10"19' - 0"1' - 0"19' - 0"10"19' - 4"10"18' - 10"8"First Floor0' - 0"T.O. FOOTING-4' - 0"Second Floor10' - 5 7/8"First Flr Wall Hgt9' - 1 1/8"Second Flr Wall Hgt18' - 7"6"3' - 6"3 1/2"15' - 4 1/2"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"15' - 4 1/2"3 1/2"3' - 6"6"3 1/2"3' - 2"3 1/2"11' - 11"8"15' - 6 1/2"3 1/2"3' - 6"8"3' - 6"3 1/2"3' - 4"3 1/2"11' - 11"8"11' - 11"3 1/2"3' - 4"3 1/2"3' - 6"8"3' - 6"3 1/2"15' - 6 1/2"8"11' - 11"3 1/2"3' - 2"3 1/2"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"18' - 7"9' - 1 1/8"1' - 4 3/4"8' - 1 1/8"1" NOSINGRUN10"RISER7 3/8"T.O. LANDING1' - 2 13/16"LANDING3' - 6"MIN HDR HGT6' - 8"20' - 1 1/2"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"2' - 1"3 1/2"12' - 8"15' - 0"3 1/2"3' - 4"3 1/2"8' - 3"5 1/2"22' - 0 1/2"20' - 0 1/2"2' - 0"18' - 7 1/2"LANDING3' - 6"MIN HDR HGT6' - 8"1" NOSINGRUN10"RISER7 3/8"T.O. LANDING1' - 2 13/16"24' - 0 1/2"5 1/2"8' - 3"3 1/2"3' - 4"3 1/2"15' - 0"12' - 8"3 1/2"2' - 1"3 1/2"5' - 9 3/4"3 1/2"5' - 9 3/4"3 1/2"20' - 1 1/2"8' - 1 1/8"1' - 4 3/4"9' - 1 1/8"4' - 0"20' - 0 1/2"47' - 8"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE 1/4" = 1'-0"A.7Bldg SectionsPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"1BUILDING SECTION 1Scale: 1/4" = 1'-0"2BUILDING SECTION 2Scale: 1/4" = 1'-0"3BUILDING SECTION 3Scale: 1/4" = 1'-0"4BUILDING SECTION 4
2' - 6"22" X 30" MINIMUM CLEARANCE REFER TO IRC 807.1MINIMUM CLEARANCE IS MEASURED FROM THE TOP OF THE BOTTOM CHORD TO BOTTOM OF THE TOP CHORD1' - 10 1/2"1' - 0"MINIMUM.BETWEEN TRUSSESROOF TRUSS PER MANUFACTUREGYPSUM BOARDINSULATION1/2" OSB1/2" GYPSUM BOARD2X4 FRAMINGSIDE VIEW END VIEWEXTERIOR SHEATHINGWATER-RESISTIVE BARRIER-PLACE OVER FLASHING SELF-ADHERED BITUMINOUS MEMBRANE- MIN. 6" ABOVE LEDGER BOARD TO TOP OF FOUNDATION WALL.CONTINUOUS FLASHING ON TOP OF LEDGER BOARD/JOISTAT LEAST 3" PAST HANGER2X LEDGER BOARD-MIN. SAME SIZE AS DECK JOIST AND NO GREATER THAN BAND JOISTJOIST HANGER1/2" DIA. LAG SCREW WITH WASHER OR THROUGH BOLTS WITH WASHER, PLACED A MIN. OF 2" FROM TOP AND BOTTOM EDGES. DESIGN OF SPACING IS BY OTHERS.DECK JOISTFOUNDATION WALLEXTERIOR SIDINGBAND JOIST.- MIN. 1 1/8" THICKFLOOR JOIST-SEE PLANTABLE R507.2DECK LEDGER CONNECTION TO BAND JOIST/SIMPSON STRONG TIE SDWS SCREWSLOADING: DECK LIVE LOAD 40 PSF/ DECK DEAD LOAD 10 PSF1/2" LAG SCREWSSIMPSON SDS22400DBSIMPSON SDS22400DBCONNECTION DETAILMAXIMUM DECK JOIST SPANUP TO 6'-0" UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0" UP TO 16'-0" UP TO 18'-0MAXIMUM ON CENTER SPACING OF FASTENERS (STAGGER IN 2 ROWS)LEDGER BOARD SIZE2X SYP1 1/8 OSB RIM/1 1/4" LSL RIM2X SYP30 23 18 15 11 1016 12 1076 522 16 13 11981387MIN EDGE DISTANCEMIN END DISTANCE1 7/16"6"1 7/16"6"2" 2"TOP PLATESBORED HOLE MAX. DIAMETER 40 PERCENT OF STUD DEPTH ON EXTERIOR WALLS AND INTERIOR BEARING WALLS.(60 PERCENT ON INTERIOR NON BEARING WALLS)5/8 INCH MINIMUM TO EDGESTUDNOTCH MUST NOT EXCEED 25 PERCENT OF STUD LENGTH ON EXTERIOR WALLSAND INTERIOR BEARING WALLS. (40 PERCENT OF STUD DEPTH ON INTERIOR NON BEARING WALLS)BORED HOLES SHALL NOT BE LOCATEDIN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD. (ALL WALLS)IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENTOF STUD DEPTH, THAN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLE AND SO BORED. (EXTERIOR WALLS AND INTERIOR LOAD BEARING ONLY)5/8 INCH MINIMUM TO EDGEFIGURE R602.6(1) AND R602.6(2) IRC 2015FIGURE R602.6.116 GAGE AND 1.5 INCH WIDE METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE NOTCH WITH 8-16D NAILS EACH SIDE. EXTERIOR OR INTERIOR BEARING WALLS ONLY. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING.PIPE OR DUCTWORKNOTCH GREATER THAN 50PERCENT OF THE PLATE WIDTH1' - 0"OR LESSDRIP EDGECONTINUOUS 2X6 MATERIALWITH SOLID BLOCKING @ 24" O.C.SOFFIT MATERIAL5/4" X2" SIDING TRIM ORSEE ELEVATION5/4"X8" RAKE BOARDEXTERIOR LAP SIDINGEXTERIOR SHEATHINGGABLE END TRUSSROOF SHEATHINGGABLE END BRACING(DESIGNED BY OTHERS)2X BLOCKINGROOF TRUSS2' - 0"MAX.INTERIOR FRAMING PARTITION2X4 FLAT BLOCKINGINSULATION2X4/2X6 EXTERIORWALL FRAMINGDOUBLE 2X4/2X6TOP PLATESINGLE 2X4/2X6 BOTTOM PLATE2X4 FLAT BLOCKING2X4/2X6 EXTERIOR WALL2X6 WALL STUDS@ 16" O/C2X6 END WALL STUD2X4 BACKER BOARD FOR SIDING CORNER BOARD2X6 DRYWALL BACKING STUDINTERIOREXTERIOR2X62X62X62X4SIDING CORNERBORDCORNERBOARD NAILEREXTERIOR SHEATHING2'-0" MIN.OPERABLE WINDOWOPERABLE WINDOWTOP OFFINISHED FLOOR(EXAMPLE: TILE, HARDWOOD, CARPET, ETC.)LOWEST POINT OF CLEAR WINDOW OPENINGGRADER312.2 APPLIES TO WINDOWGREATER THAN 6'-0"LESS THAN 6'-0"EXCEPTION:IF WINDOW WELL EXIST BELOW WINDOW, HEIGHT IS TAKEN FROM BOTTOM OF WINDOW WELLR312.2.1 WINDOW SILLSIn dwelling units, where the top of sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operablewindow shall comply with on of the following:1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position.2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 20903. Operable windows that are provided with opening control devices that comply with Section R312.2.2R312.2.2 Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of thewindow unit to less than the area required by Section R310.2.1NO MINIMUM REQUIREMENTSSECTION 310 -IRC 2015EGRESS WINDOW REQUIREMENT44" MAXIMUM SILL HEIGHTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(2)2X6 TOP PLATES 1/2" GYP BOARDROUGH OPENINGWINDOW FRAMEWINDOW FRAMEROUGH OPENINGWINDOW HEADJAMBWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION AND FLASHING(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CJAMBEXTERIOR TRIM PER ELEVATIONSWINDOW DETAILSWILL VARY WITHMANUFACTURERINTERIOR TRIMINTERIOR TRIMTYPICAL HDR:1-KS (KING STUD)1-JS (JACK STUD)SEE FLOOR PLAN FOR CHANGESKJKJSEE WINDOW SCHEDULET.O. ROUGH OPENINGWINDOW HDR. HGTTRUSS HEEL5/8" CLG. GYP BOARDCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGCAULKING/SEALANT WITH BACKER RODFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGFLOOR SYSTEM(2)2X6 TOP PLATES 1/2" GYP BOARD1/2" EXT. SHEATHING5/8" CLG. GYP BOARD3/4" SUB FLOORWINDOW FRAMEROUGH OPENINGWINDOW HEADWINDOW SILLREFER TO WINDOW MANUFACTURERFOR WINDOW INSTALLATION(1) 2X6 WINDOW SILL PLATE2X6 CRIPPLES @ 16" O/CREFER TO PLANRIM BOARD(1)2X6 SILL PLATEBATT INSULATIONBATT INSULATIONEXTERIOR TRIM PER ELEVATIONSSIDING MATERIAL-SEE BUILDERINTERIOR TRIMINTERIOR TRIMT.O. ROUGH OPENINGWINDOW HDR. HGTWINDOW HEADER/RIGID FOAM INSULATION ON EXTERIOR-SEE PLAN FOR SIZE(1)2X6 SILL PLATE PAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHINGCAULKING/SEALANT WITH BACKER RODCAULKING/SEALANT WITH BACKER RODDRIP EDGE ABOVE WINDOW TRIMFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIER-LAP OVER METAL FLASHINGPAN FLASHING OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIERUNDER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE SILLDRAIN AWAY FROM WINDOWRAINSCREEN MAT(RECOMMENDED)**SEE STONE MANUFACTURE FOR INSTALL DETAILSFLASHING TAPE OR SELF-ADHERED FLASHINGWATER-RESISTIVE BARRIEROVER PAN FLASHING-6" LAPCAULKING/SEALANT WITH BACKER RODSTONE VENEER CAPRAINSCREEN MAT(RECOMMENDED)DRIP CAPSTONE VENEERBEAM- SEE PLAN6X6 POSTMIN.2 1/2"(2) 1/2" DIAMETERTHROUGH BOLTS WITH WASHERSAPPROVED POST CAPNOTCH BEAM SUPPORT METHOD FOR 2-PLY MEMBERSALTERNATE SUPPORT METHOD FOR 3-PLY MEMBERSAPPROVED POST BASECONCRETE FOOTINGHURRICANE TIEDECK BOARDSINVERTED FLANGE HANGERDECK BEAMDECK JOIST6X6 POST CONTINUOUS TO ROOF BEAMALTERNATE SUPPORT CONNECTION FOR COVERED DECKSLOPE AWAY FROM POST AT 1/12SEE PLANMIN. 42" BELOW GRADESEE PLAN FOR REBAR3"3"TOP VIEWSEE PLAN FOR REBARREBAR1/2" OSB/GYP BOARD BEHIND ALL EXTERIOR TUBFROM FLOOR TO UNDERSIDE OFTUB SURROUND FOR BLOWN INSULATION.DRYWALL ONLY ABOVE TUB UNIT. TUB / SHOWER UNIT 1/2" OSB W/ 30# ROOFING PAPER & ASPHALT SHINGLESSOFFIT FRAMING MATERIAL AS REQ.2X6 SUB FASCIALAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLSTRUSS ROOF BYMANUF. @ 24" O.C.1/2" GYP. BOARDPROVIDE ADEQUATE WATERPROOFINGTYPICAL 16" X 8" CONC. FTG.W/ 2 #4 HORZ. RODS CONTINUOUSSPLICING AS NECESSARY ONUNDISTURBED SOIL OR EQUAL4" CONC. FLOOR SLAB(2) 2X6 TOP PLATES5/8" GYP. BOARD4' - 0"4" DRAIN TILE IN PEA GRAVEL BED RUN TO PUMP2X6 TREATED SILL PLATE W/ SEALERAND 1/2" ANCHOR BOLTS @ 72" O.C. MAX.EMBEDDED 7". USE 2 BOLTS PER SILL PLATEW/ BOLTS PLACED AT 12" FROM EACH END OFSILL PIECE. FOUNDATION ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENTANCHORAGE TO 1/2" DIA. ANCHOR BOLTS MAY BE USED.GUTTER APRONGUTTER PER MANF.9' - 1 1/8"8"X48" POURED CONCRETE FOUNDATION WALLVERTICAL STEEL: #4 @ 48" O.C.HORIZ. STEEL: #4 @ 24" O.C. (SPLICING AS NECESSARY, MIN 12" OVERLAP). GRADE9' - 1 1/8"LAP SIDING HOUSE WRAP OVER7/16" OSB SHEATHING2X6 STUDS 16" O.C.R-20 INSULATIONMOISTURE BARRIER ALL EXT. WALLS1/2" GYP. BOARD2X6 BOTTOM PLATE3/4" T&G SUB FLOOR (GLUED AND NAILED)FLOOR SYSTEM PER MANUF.(2) 2X6 TOP PLATES5/8" GYP. BOARDINSULATION AT EXTERIOR WALLSR-49 INSULATIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.8DetailsPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 3/8" = 1'-0"4ATTIC ACCESS OPENINGScale: 1" = 1'-0"2DECK LEDGER CONNECTIONScale: 3/8" = 1'-0"7NOTCHING AND BORING HOLELIMITATIONSScale: 3/4" = 1'-0"10RAKE OVERHANG-WOODScale: 3/4" = 1'-0"6EXTERIOR WALL LADDERScale: 3/4" = 1'-0"1TYPICAL EXTERIORWALL CORNERSScale: 3/8" = 1'-0"52015 IRC R612 WINDOW FALLPROTECTIONScale: 1" = 1'-0"13TYPICAL EXTERIOR HEADERScale: 3/4" = 1'-0"3DECK-POST CONNECTIONScale: 1/2" = 1'-0"9Bath Tub-OSB InsulationScale: 1/2" = 1'-0"8Slab on Grade
--FASTENER SCHEDULE FOR INTERIOR BRACED WALL LINES (BWL) - NOTED ON PLANMETHOD GB - BOTH SIDES GYP - 7" EDGES (INCLUDING TOP & BOTTOM PLATES) & 7" FIELDMETHOD WSP - 1 SIDE OSB/PLYWOOD - 6" EDGES & 12" FIELD, 1 SIDE GYPEXTERIOREXTERIORINTERIORINTERIORCS-PF1CS-WSPCS-PF1CS-PF2CS-WSPCS-PF2SINGLE PORTALDOUBLE PORTALSINGLE PORTALDOUBLE PORTAL--NOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANNOTED ON PLANPFH1PFH2PFH1SINGLE PORTALDOUBLE PORTALNOTED ON PLANNOTED ON PLANNOTED ON PLANMIN 7/16" OSB SHEATHING-SEE APA DETAILS2X4 GARAGE DOOR TRACK BLOCKING2x6 JAMBWOOD OR ALUMINUM WRAPFINISH-SEE BUILDERMIN. (2) 2X JACK STUDSROUGH OPENING- SEE DOOR SCHEDULEPER BRACING METHODSEE MIN WIDTH FORMIN LENGTH FOR CONTINUOUS SHEATHING - PORTFAL FRAME (CS-PF)PER TABLE R602.10.5(HEIGHT TAKEN FROM TOP OF FOUNDATION WALL TO TOP PLATES OF GARAGE WALL)8'-0" WALL = 16" 9'-0" WALL = 18" 10'-0" WALL = 20"11'-0" WALL = 22" 12'-0" WALL = 24"MIN. 2'-0" OSB RETURN ON THE CORNER OR HOLD DOWN. SEE DETAIL 1/FIGURE 602.10.7 (2) 1/2" CONCRETE ANCHOR BOLTS MIN 7" EMBEDMENT W/ 2"X2"X3/16" WASHERMIN. 1/2" GYP ON INTERIOR WALLSPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.9Wall BracingPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1/4" = 1'-0"2BRACED WALL PANELCONNECTIONScale: 1/4" = 1'-0"1CS-END CONDITIONSScale: 1/4" = 1'-0"4BRACING METHOD CS-PFScale: 1/4" = 1'-0"3BRACING METHOD PFHScale: 1" = 1'-0"5GARAGE DOOR JAMB - BRACINGMETHOD CS-PFScale: 1/4" = 1'-0"6BRACING METHOD CS-WSP
CONCRETE FOOTING4" CONCRETE SLAB(1) 2X4 TREATED SILL PLATE2X4 WOOD STUD COMMON WALL CONSTRUCTION(2) LAYERS 5/8" TYPE "X" GYP. BD.ON EACH WALL5/8" GYP. BD. (TYP.)BLOWN INSULATIONPRE-ENGINEERED ROOF TRUSS (TYP.)2 LAYERS 7/16" OSB - ONE SIDE OF ROOF TRUSS FOR DRAFTSTOPPINGCLASS C ROOF COVERING (MIN.)ATTIC SPACEFIRST FLOORSECOND FLOORVARIES8' - 1 1/8"1' - 0 5/8"9' - 1 1/8"INSULATE WALL CAVITY1" AIR GAPA.10411 7/8" FLOOR TRUSS @ 16" O.C.3/4" T&G PLYWOOD2X4 WOOD STUD COMMON WALL CONSTRUCTION2 LAYERS 5/8" TYPE "X" GYP. BD.INSULATE WALL CAVITY1" AIR GAP5/8" GYP. BD. (TYP.)TRUSS8"NON SPRINKLER ATTIC SPACEDRAFTSTOP EVERY 2 UNITS OR MAX 3000 SQ FT2X4 SILL PLATEINSULATE WALL CAVITY2 LAYERS 5/8" TYPE "X" GYP. BD.1" CONTINUOUS SEPARATION BETWEEN WALL STUDS3/4" T&G PLYWOOD0' - 1 1/4"0' - 3 1/2"0' - 1"0' - 3 1/2"0' - 1 1/4"2 LAYERS 5/8" TYPE "X" GYP. BD.INSULATE WALL CAVITY1" CONTINUOUS SEPARATION BETWEEN WALL STUDS5/8"8"5/8"SLAB ON GRADE(4) CONTINUOUS #4 REBAR#4 REBAR @ 8" O.C.2 HR. COMMON WALL8"4"4"8"8"8"2' - 0"8"3' - 0"4"4' - 0"6"2"8"1' - 4"4"#4 @ 8" O.C.(4) CONTINUOUS #4 REBAR#4 VERT. W/ STD. HOOK @ 18" O.C. CNTRD. ON WALLSLAB ON GRADE(1) TREATED 2X4 SILL PLATEGRADE5/8" GYP. BD.(2) 2X4 TOP PLATES2 LAYERS OF 5/8" TYPE "X" GYP. BD.1 1/4" CONTINUOUS SEPARATION BETWEEN WALL STUDS COMPLETELYBLOWN INSULATION2X4 BLOCKINGPRE ENGINEERED ROOF TRUSS2 LAYERS OF 5/8" TYPE "C" GYP. BD. EACH SIDE OF ROOF TRUSS0' - 1 1/4"0' - 1 1/2"0' - 1 1/4"PRE-ENGINEERED ROOF TRUSSFIRE SEALANT - TYP.15# NON-PERFORATED BUILDING FELTASPHALT ROOF SHINGLES (CLASS C MIN.)5/8" FIRE RATED PLYWOOD - 4'-0" IN EACH DIRECTION OF COMMON WALL1 1/4"1 1/2"1 1/4"2 LAYERS OF 5/8" TYPE "C" GYP. BD. EACH SIDE OF ROOF TRUSSINSULATIONFIRE SEALANT - TYP.2 LAYERS OF 5/8" TYPE "X" GYP. BD. AIR GAPFIRE SEALANT - TYP.EXTERIOR CLADDINGINSULATION2 LAYERS OF 5/8" TYPE "X" GYP. BD. AIR GAPINSULATIONFIRE SEALANT - TYP.2 LAYERS OF 5/8" TYPE "X" GYP. BD. ADDITIONAL BLOCKING OR CLIPS NEEDED FOR CONNECTIONAIR GAPScale: 1/2" = 1'-0"1B - 2 HR. COMMON WALL SECTION1Scale: 3" = 1'-0"4B - 2 HR. COMMON WALL SECTION@ FLOOR JUNCTIONPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEAs indicatedA.102 Hr CommonWallPDS 3776Element 119Two Story Townhomes - 6-Plex745-795 Dawson Lane07-11-1707-17-1708-21-1708-25-1709-05-1709-11-1709-18-1710-18-17Scale: 1" = 1'-0"82 HR COMMON WALL FOUNDATIONDETAILScale: 1" = 1'-0"9TYP. PERIMETER FOOTING DETAILScale: 3" = 1'-0"3B - 2 HR. COMMON WALL SECTION@ TRUSS JUNCTIONScale: 3" = 1'-0"2B - 2 HR. COMMON WALL SECTION@ ROOF JUNCTIONScale: 3" = 1'-0"5B - 2 HR. COMMON WALL @EXTERIOR WALL INTERSECTIONScale: 3" = 1'-0"6B - 2 HR. COMMON WALL @INTERIOR WALL INTERSECTIONScale: 3" = 1'-0"7B - 2 HR. COMMON WALL @INTERIOR WALL INTERSECTIONOPTION