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HomeMy WebLinkAbout2021-04-05-J01I Property Improvement Program - Bowtruss Properties LLC CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 5, 2021 AGENDA ITEM: Consideration of approval of a resolution awarding grant funding to Bowtruss Properties, LLC., as part of the City of Waukee Triangle Business Property Improvement Program FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Staff has received an application for the Triangle Property Improvement Program from Bowtruss Properties, LLC., owner of property located at 450 6th Street. The submitted application is requesting funds in the amount of $35,000.00 for the recent redevelopment to the former flower shop which has been redeveloped as Old Station Craft Meats. This program is intended for major remodels and redevelopment of existing commercial buildings within the Downtown Triangle Business District. The work has already been completed, but the work and bidding process were done in compliance with the program policies. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: Funding for this program comes from the existing TIF district that is established and includes the existing downtown businesses. The maximum grant funds available for this program is $35,000 per project and is based upon the amount of reinvestment into the property. COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: Staff has reviewed the application and believes the information provided is in conformance with the overall intent and requirements of the grant program and that the maximum grant award of $35,000 for this project should be awarded. The owner invested approximately $575,000 in the redevelopment of this property. RECOMMENDATION: Approve the Resolution ATTACHMENTS: I. Resolution II. Façade Improvement Program Application PREPARED BY: Brad Deets, Development Services Director REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: AGENDA ITEM: J1I THE CITY OF WAUKEE, IOWA RESOLUTION 2021- APPROVAL OF A GRANT AWARD TO BOWTRUSS PROPERTIES, LLC [450 6TH STREET] AS PART OF THE DOWNTOWN TRIANGLE BUSINESS PROPERTY IMPROVEMENT PROGRAM 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, on August 17, 2020, the Waukee City Council approved a Waukee Triangle Business Property Improvement Program (Resolution #2020-313) to make financial assistance available to businesses, organizations, and property owners within Downtown Waukee for the renovation and upgrade of older commercial, office, and mixed use properties within the designated Waukee Triangle Property Improvement District; AND, WHEREAS, Bowtruss Properties, LLC, owner of Old Station Craft Meats at 450 6th Street, has submitted a Waukee Triangle Property Improvement Program Application requesting grant funding in the amount of $35,000.00 equal to 6.1% of the total project costs associated with the building remodel and renovation; AND, WHEREAS, the Application submitted for the building improvements is in conformance with the guidelines, terms, and conditions set forth in the Downtown Triangle Business Property Improvement Program; AND, WHEREAS, Property Improvement Program Grants are awarded as a reimbursement for the actual costs incurred by the applicant after the project has been completed. NOW THEREFORE BE IT RESOLVED by the City of Waukee City Council in session this 5th day of April, 2021 that a Grant Award in the amount of $35,000.00 is approved for the building improvements at 450 6th Street. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair OLD STATION CRAFT MEATS TENANT IMPROVEMENT 450 6TH STREET WAUKEE. IOWA 50263 COMBINED CONTRACT INDEX OF DRAWINGS MARCH 18, 2020 © DLR GroupREVISIONS Consultant Logo3/26/2020 10:03:06 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set COVER SHEET 0.0 450 6th St.Waukee Iowa.ARCHITECTURAL. A1.1 BUILDING PLANS A2.1 LARGE SCALE PLANS A9.1 DOOR AND FRAME SCHEDULE A11.1 INTERIOR ELEVATIONS A13.1 INTERIOR FINISH PLAN SCHEDULE AND NOTES .GENERAL. 0.0 COVER SHEET 0.1 SYMBOLS AND ABBREVIATIONS 0.2 SPECIFICATIONS 0.3 SPECIFICATIONS CP1.1 CODE PLAN .STRUCTURAL. S0.1 STRUCTURAL NOTES S1.1 STRUCTURAL FRAMING S2.1 STRUCTURAL DETAILS .MECHANICAL. M000 MECHANICAL SYMBOL LEGEND & GENERAL NOTES M100 FIRST FLOOR HVAC PLAN M300 MECHANICAL DETAILS AND SCHEDULES .PLUMBING. P100 PLUMBING PLANS P300 PLUMBING DETAILS P500 PLUMBING SCHEDULES .ELECTRICAL. E000 ELECTRICAL GENERAL NOTES AND SYMBOLS ED100 ELECTRICAL DEMOLITION E100 ELECTRICAL & POWER SYSTEMS E300 ELECTRICAL LIGHTING E500 ELECTRICAL SCHEDULES & DETAILS E501 ELECTRICAL SCHEDULES 1.01 REFERENCES: A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A108.1 THROUGH .10 - SPECIFICATIONS FOR VARIOUS CERAMIC TILE AND QUARRY TILE MATERIALS AND INSTALLATION. B. ANSI A118.4 - SPECIFICATION FOR DRY SET LATEX PORTLAND CEMENT MORTAR. C. ANSI A136.1 - ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE 1 AND TYPE 2. D. ANSI A137.1 - SPECIFICATION FOR CERAMIC TILE. E. THE COUNCIL OF NORTH OF AMERICA FOR CERAMIC TILE INSTALLATION. 1.02 SUBMITTALS: A. SHOP DRAWINGS: SHOP DRAWINGS SHOWING SIZE AND TYPE OF EACH PRODUCT SPECIFIED; INCLUDING QUARRY TILE, PORCELAIN TILE, CERAMIC TILE LAYOUT, SPECIAL DETAILS, SPECIAL INSTALLATION REQUIREMENTS, AND SPECIAL SHAPES. B. SAMPLES: C. SUBMIT PRODUCT DATA AND MATERIAL SAMPLES FOR EACH TYPE. SUBMIT SAMPLES OF SUFFICIENT SIZE TO INDICATE TRUE RANGE OF COLOR AND TEXTURE. 1. TWO (2) FULL SIZE TILES OF EACH CERAMIC / PORCELAIN TILE WITH TWO COATS OF SEALER AS SPECIFIED 2. SUBMIT TWO (2) SAMPLES OF ALL GROUT COLORS AS INDICATED ON FINISH PLANS AND FULL RANGE OF MANUFACTURERS STANDARD GROUT COLORS 3. PROVIDE GROUTED TILE MOCK-UP(S) DEMONSTRATING SPECIFIED GROUT COLOR(S) AND GROUT WIDTH. IF MORE THAN ONE GROUT CONDITION IS SPECIFIED, MOCK-UP(S) SHOULD DEMONSTRATE EACH CONDITION. COORDINATE WITH ARCHITECT ACTUAL MOCK-UP REQUIREMENTS. 1.03 DELIVERY, STORAGE AND HANDLING: A. DELIVER AND STORE SETTING AND GROUT MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT. B. FACTORY PACKAGE TILE AND MARBLE TO PROVIDE PROTECTION FROM DAMAGE AND EXPOSURE TO ELEMENTS. 1.04 SITE CONDITIONS: A. MAINTAIN TEMPERATURE OF AREAS TO BE TILED AT 50 DEGREES F MINIMUM AND 95 DEGREES F MAXIMUM DURING TILE WORK AND 7 DAYS AFTER COMPLETION. B. PROVIDE ADEQUATE VENTILATION WHEN USING ADHESIVES. C. PROVIDE LIGHTING DURING INSTALLATION THAT IS SIMILAR TO FINAL LIGHTING IN LOCATION AND INTENSITY. 2.01 PRODUCTS: A. CERAMIC TILE (T): SEE FINISH SCHEDULE FOR SPECIFICATIONS B. PORCELAIN TILE (T): SEE FINISH SCHEDULE FOR SPECIFICATIONS C. QUARRY TILE (T): SEE FINISH SCHEDULE FOR SPECIFICATIONS D. TILE BASE (B): SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.02 ACCESSORY MATERIALS A. THRESHOLDS: FABRICATE TO PROVIDE TRANSITION BETWEEN ADJACENT FLOOR FINISHES. BEVEL EDGES AT 1:2 SLOPE, LIMIT HEIGHT OF BEVEL TO 1/2 INCH (12.7 MM) OR LESS, AND FINISH BEVEL TO MATCH FACE OF THRESHOLD. B. WATERPROOFING AND CRACK-SUPPRESSION MEMBRANES FOR THIN-SET TILE INSTALLATIONS: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI A118.10, SELECTED FROM THE FOLLOWING. C. FABRIC-REINFORCED, FLUID-APPLIED PRODUCT: LIQUID-LATEX RUBBER, WITH A VOC CONTENT OF 65 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24), WITH FABRIC REINFORCEMENT. 1. AVAILABLE PRODUCTS: a. CUSTOM BUILDING PRODUCTS; TROWEL & SEAL WATERPROOFING AND ANTI-FRACTURE MEMBRANE. b. LATICRETE INTERNATIONAL INC.; LATICRETE 9235 WATERPROOF MEMBRANE. c. MAPEI CORPORATION; PRP M19. d. SUMMITVILLE TILES, INC.; S-9000. D. LATEX-PORTLAND CEMENT PRODUCT: FLEXIBLE MORTAR WITH ACRYLIC-LATEX ADDITIVE. 1. AVAILABLE PRODUCTS: a. BOIARDI PRODUCTS CORPORATION; ELASTIMENT 323. b. MAPEI CORPORATION; PRP 315. c. SOUTHERN GROUTS & MORTARS, INC.; SOUTHCRETE 1100. d. TEC SPECIALTY PRODUCTS INC.; TA-324, TRIPLE FLEX. 2.03 SETTING AND GROUTING MATERIALS A. ORGANIC ADHESIVE: ANSI A136.1, TYPE I. 1. PRODUCTS: a. B-4050 MULTI-PURPOSE ADHESIVE; PROSPEC BONSAL AMERICAN. WWW.PROSPEC.COM b. HYDROMENT 7001 TILE MASTIC; BOSTIK FINDLEY, INC. WWW.BOSTIK-US.COM c. PERMABOND ULTRA 1002; C-CURE. WWW.C-CURE.COM d. DAP® WELDWOOD® MULTI-PURPOSE CERAMIC TILE ADHESIVE; DAP, INC. WWW.DAP.COM e. MASTIK 440; JAMO INC. WWW.JAMOINC.COM f. LATICRETE 15 PREMIUM MULTI-MASTIC ADHESIVE; LATICRETE INTERNATIONAL INC. WWW.LATICRETE.COM g. ULTRAMASTIC ECO; MAPEI CORPORATION. WWW.MAPEI.COM h. MULTI-PURPOSE MASTIC TYPE I; SOUTHERN GROUTS & MORTARS, INC. WWW.SGM.COM i. DOUBLE DUTY™ PREMIUM ADHESIVE FOR CERAMIC TILE; TEC SPECIALTY PRODUCTS INC. WWW.TECSPECIALTY.COM B. ADHESIVE: ANSI 118.3 MORTAR 1. PRODUCTS: a. BOSTIK INC; EZPOXY EZCLEAN b. CUSTOM BUILDING PRODUCTS; EMB-LITE PREMIUM EPOXY BONDING MORTAR c. LATICRETE SUPERCAP, LLC; SPECTRALOCK PRO d. MAPEI COPORATION KERAPOXY C. ADHESIVES SHALL HAVE A VOC CONTENT OF 65 G/L OR LESS. A. POLYMER-MODIFIED TILE GROUT: ANSI A118.7 1. POLYMER TYPE: EITHER ETHYLENE VINYL ACETATE, IN DRY, REDISPERSIBLE FORM, PREPACKAGED WITH OTHER DRY INGREDIENTS, OR ACRYLIC RESIN OR STYRENE-BUTADIENE RUBBER IN LIQUID- LATEX FORM FOR ADDITION TO PREPACKAGED DRY-GROUT MIX. a. UNSANDED GROUT MIXTURE FOR JOINTS 1/8 INCH (3.2 MM) AND NARROWER. b. SANDED GROUT MIXTURE FOR JOINTS 1/8 INCH AND WIDER 3.03 INSTALLATION A. COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS OF THE INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO THE METHODS INDICATED. INSTALLATION METHOD SHALL BE DRY-SET MORTER METHOD CONFORMING TO ANSI A118.1 1. SET, GROUT, CLEAN, PROTECT AND CURE CERAMIC AND QUARRY TILE IN ACCORDANCE WITH APPLICABLE ANSI SPECIFICATION A108 AND TCNA. 2. SET TILE TRUE TO LINE AND DIMENSION. 3. LAY OUT TILE SO NO LESS THAN HALF TILE OCCURS. 4. PROVIDE JOINTS OF UNIFORM WIDTH AND ALIGNMENT IN BOTH DIRECTIONS FOR TILE AND TRIM. 5. CUT AND FIT TILE CAREFULLY AGAINST TRIM AND ACCESSORIES. 6. FIT AROUND PIPES, ELECTRICAL BOXES AND OTHER BUILT-IN FIXTURES SO ESCHUTEONS, PLATES AND COLLARS WILL COMPLETELY OVERLAP CUT EDGES. B. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION". C. AT ALL TILE EXPOSED TO DIRECT SUNLIGHT, PROVIDE CONTROL JOINTS AT 12" O.C. MAXIMUM IN EACH DIRECTION. PROVIDE CONTROL JOINTS IN TILE WORK NOT EXPOSED TO DIRECT SUNLIGHT AT 24" O.C. MAXIMUM. PROVIDE CONTROLS JOINTS AT ALL LOCATIONS WHERE TILE WORK ABUTS RESTRAINING SURFACES SUCH AS PERIMETER WALL, DISSIMILAR FLOORS, CURBS, COLUMNS, PIPES AND WHERE CHANGES OCCUR IN BACKING MATERIALS. D. GROUT 1. MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. FORCE GROUTS INTO JOINTS COMPLETELY FILLING JOINTS. E. APPLY SEALER TO CERAMIC TILE FLOORING ACCORDING TO SEALER MANUFACTURE'S WRITTEN INSTRUCTIONS. 1. SEAL GROUT FOR ALL BATHROOMS. 3.04 CERAMIC TILE SEALER TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113. A. PRIMERS, SEALERS AND UNDERCOATERS - 200G/L 3.05 CERAMIC TILE ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. CERAMIC TILE INSTALLATION - 65 G/L SECTION 093000 - TILING 1.01 DO NOT INSTALL PANEL CEILING UNTIL BUILDING AREAS ARE ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED AND SYSTEM IS OPERATIONAL AND BUILDING TEMPERATURE ACCLIMATED. 1.02 PERMIT WET WORK TO DRY PRIOR TO COMMENCEMENT OF INSTALLATION. MAINTAIN UNIFORM TEMPERATURES OF MINIMUM 65 DEGREES F AND HUMIDITY OF 20% TO 40% PRIOR TO, DURING AND AFTER INSTALLATION. 1.03 WARRANTY: 10 YEAR MANUFACTURER'S LIMITED WARRANTY AGAINST SAGGING, WARPING, OR SHRINKING. 2.01 COMPLY WITH ASTM C635, AS APPLICABLE TO TYPE OF SUSPENSION SYSTEM REQUIRED FOR CEILING UNITS INDICATED. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES AND MECHANICAL EQUIPMENT. 2.02 WALL MOLDINGS: SAME MANUFACTURER AS SYSTEM COMPONENTS. COLD-ROLLED STEEL, FINISH TO MATCH SYSTEM COMPONENTS. 2.03 PRODUCTS (ACP): - SEE REFLECTED CEILING PLAN & FINISH SCHEDULE FOR SPECIFICATIONS 2.04 SUBMIT THE FOLLOWING: 1. SUBMIT TWO (2) SAMPLES OF EACH ACOUSTICAL CEILING TYPE ILLUSTRATING MATERIAL AND FINISH. 2. SUBMIT TWO (2) SAMPLES OF SUSPENSION SYSTEM MAIN AND CROSS RUNNER AS WELL AS EDGE TRIM. 3. SUBMIT MANUFACTURER'S CERTIFICATION AND INSTALLATION INSTRUCTIONS. 3.01 AVOID USE OF LESS THAN HALF WIDTHS AT BORDERS, REFER TO REFLECTED CEILING PLANS FOR LAYOUT OF CEILING AREA, NOTIFY DESIGNER IF SITE CONDITIONS VARY FROM DRAWINGS. 3.02 CONSULT MECHANICAL AND ELECTRICAL DRAWINGS FOR TYPE AND EXTENT OF THEIR WORK BECOMING PART OF OR PENETRATING CEILING. 3.03 INSTALL CEILINGS LEVEL, TRUE, AND PLUMB. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, COMPLY WITH GOVERNING REGULATIONS, AND INDUSTRY STANDARDS APPLICABLE TO WORK. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C636, WITH HANGERS SUPPORTED FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NEAR EACH END AND SPACED 4'-0" ALONG DIRECT HUNG RUNNERS, UNLESS OTHERWISE INDICATED. 3.04 SECURE WIRE HANGERS BY LOOPING AND WIRE-TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE-SCREWS OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE, AND WHICH WILL NOT DETERIORATE OR FAIL WITH AGE OR ELEVATED TEMPERATURES. 3.05 INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL. MITER CORNERS. PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER CEILING FINISHES. WHERE BULL NOSE OR CURVED CORNERS OCCUR, PROVIDE PRE-FORMED CLOSERS TO MATCH EDGE MOLDING. 3.06 FIT LAY-IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. INSTALL LAY- IN PANELS LEVEL, IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. SCRIBE AND CUT UNITS TO FIT ACCURATELY AT PENETRATIONS AND EDGES REQUIRING CUT UNITS. 3.07 INSTALL GRID SYSTEM IN ACCORDANCE WITH ASTM C635. 3.08 INSTALL ACOUSTICAL TILE PER MANUFACTURER'S INSTRUCTIONS. VARIATION FROM FLAT AND LEVEL SURFACE SHALL BE 1/8" IN 10'-0" MAX. 3.09 PROVIDE ATTIC STOCK OF ONE CARTON OF ACOUSTIC TILE PER 10,000 SF. SECTION 095100 - ACOUSTIC CEILINGS 1.01 WORK INCLUDES SURFACE PREP & PAINTING OF INTERIOR & EXTERIOR SURFACES AS INDICATED ON PLANS. UNLESS OTHERWISE INDICATED PAINTING DOES NOT INCLUDE: PREFINISHED MATERIAL; PLUMBING PIPING; CONCEALED INTERIOR SPACES OR PLENUMS, INTERIOR STRUCTURAL STEEL OTHER THAN EXPOSED STEEL COLUMNS IN FINISHED AREAS. 1.02 PAINT EXPOSED SURFACES, EXCEPT WHERE THE PAINT SCHEDULES INDICATE THAT A SURFACE OR MATERIAL IS NOT TO BE PAINTED OR IS TO REMAIN NATURAL. IF THE PAINT SCHEDULES DO NOT SPECIFICALLY MENTION AN ITEM OR A SURFACE, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES WHETHER OR NOT SCHEDULES INDICATE COLORS. IF THE SCHEDULES DO NOT INDICATE COLOR OR FINISH, THE DESIGNER WILL SELECT FROM STANDARD COLORS AND FINISHES AVAILABLE. PAINTING INCLUDES FIELD PAINTING OF EXPOSED BARE AND COVERED PIPES AND DUCTS (INCLUDING COLOR CODING), HANGERS, EXPOSED STEEL AND IRON WORK, AND PRIMED METAL SURFACES OF MECHANICAL & ELECTRICAL EQUIPMENT. DO NOT PAINT PRE-FINISHED ITEMS, CONCEALED SURFACES, FINISHED METAL SURFACES, OPERATING PARTS, & LABELS. 1.03 PREPARATION: PAINT ONLY WHEN PROPER SURFACE PREPARATION HAS BEEN MADE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND WHEN AMBIENT CONDITIONS OF TEMPERATURE AND HUMIDITY ARE WITHIN RECOMMENDED RANGES. 1.04 EXTERIOR PAINTING SHALL NOT BE UNDERTAKEN WHEN AIR OR SURFACE TEMPERATURE IS BELOW 50 DEGREES OR FOLLOWING RAIN, FROST, OR CONDENSATION. 1.05 INTERIOR TEMPERATURE OF 65 DEGREES SHALL BE MAINTAINED DURING APPLICATION AND CURING OF PAINT SURFACES. 1.06 TOPS AND BOTTOMS OF DOORS ARE TO BE FINISHED IN SAME MANNER AS DOOR FACINGS. 1.07 CONFORM TO MANUFACTURER'S REQUIREMENTS FOR APPLICATION OF PAINT FINISHES. MATERIALS SHALL BE APPLIED FREE OF RUNS, SAGS, WRINKLES, STREAKS, SHINERS, HOLIDAYS, AND BRUSH MARKS. 1.08 FORMULATE PRIME COATS WITH COLOR OF FINISH COATS. MINIMUM DRY FILM THICKNESS (MDFT OR DFT): SPECIFIED BY MINIMUM DRY FILM THICKNESS IN MILLIMETERS, PER COAT. WHERE MANUFACTURER'S RECOMMENDATIONS REQUIRE GREATER DRY FILM THICKNESS', OR IF NO MDFT IS SPECIFIED, FOLLOW MANUFACTURER'S RECOMMENDATIONS. 1.09 PAINT SYSTEM: TWO OR MORE COATS OF PAINT, GENERALLY CONSISTING OF A PRIME COAT AND ONE OR MORE COATS OF FINISH PAINT. PAINT SYSTEM INCLUDES SURFACE PREPARATION AND REQUIRED PRETREATMENT. REFER TO PAINT SCHEDULE FOR PAINT SYSTEM DESCRIPTIONS BASED ON MATERIAL TO BE PAINTED AND SHEEN INDICATED. A. SELECT PRIMER FROM SPECIFIED PRODUCTS FOR SUBSTRATE INVOLVED. FIELD APPLIED PRIMER COAT IS REQUIRED FOR EACH MATERIAL SCHEDULED FOR PAINT UNLESS THE PRIMER WAS SHOP APPLIED. B. TOUCH UP OF DAMAGED SHOP APPLIED PRIMERS IS A REQUIREMENT OF THIS SECTION. C. TWO TOPCOATS ARE REQUIRED FOR EACH PAINT SYSTEM UNLESS OTHERWISE INDICATED. D. EXTERIOR FINISHING REQUIRED: 1. FERROUS METALS. SATIN FINISH ALKYD OVER TWO COATS RUST INHIBITOR PRIMER. 2. GALVANIZED IRON: ALKYD MODIFIED VINYL ACRYLIC LATEX OVER GALVANIZED METAL LATEX PRIMER. 3. TEXTURED MASONRY: ALKYD MODIFIED VINYL ACRYLIC LATEX OVER EXTERIOR BLOCK FILLER PRIMER. 4. WOOD: LOW LUSTER ALKYD MODIFIED VINYL ACRYLIC LATEX OVER LATEX EXTERIOR PRIMER. 5. WOOD STAIN: TWO COATS SEMI TRANSPARENT STAIN AND PRESERVATIVE, OIL BASED. E. INTERIOR FINISHING REQUIRED: 1. WOOD: SATIN FINISH ALKYD SATIN IMPERVO ENAMEL OVER ALKYD OR LATEX PRIME COAT. 2. WOOD STAIN/CLEAR FINISH: ALKYD PENETRATING STAIN WITH ONE COAT SANDING SEALER WITH TWO COATS SATIN FINISH. 3. PLASTER/DRYWALL: ONE COAT LATEX PRIMER, TWO COATS VINYL ACRYLIC LATEX. 4. MASONRY: FLAT FINISH, TWO COATS FLAT LATEX OVER ONE COAT BLOCK FILLER; SEMI GLOSS FINISH, TWO COATS SEMI GLOSS LATEX OVER BLOCK FILLER. 5. EPOXY: TWO COATS WATERBORNE ACRYLIC EPOXY ENAMEL OVER APPROPRIATE SUBSTRATE PRIMER. 6. FERROUS METAL: TWO COATS SATIN FINISH ALKYD OVER ONE COAT RUST INHIBITIVE LATEX PRIMER. 2.01 PAINT MATERIALS (P): SEE FINISH SCHEDULE FOR COLOR AND MATERIAL DESIGNATIONS. 2.02 PRE-WALL COVERING PRIMER: ROMAN PRO-977 ULTRA PRIME PRIMER/SEALER, ZINSSER; SHIELDZ UNIVERSAL PRE-WALL COVERING PRIMER OR AS REQUIRED BY WALL COVERING MANUFACTURER. 2.03 SUBMIT THE FOLLOWING: A. PRODUCT DATA. B. TWO (2) 8" X 10" SAMPLES OF EACH SCHEDULED FINISH / COLOR ON SCHEDULED SUBSTRATE (PROVIDE 1/4" THICK SUBSTRATE FOR SAMPLES OF PAINT ON GYPSUM BOARD). 3.01 ITEMS AND SURFACES NOT TO BE PAINTED: A. FURRED SPACES, INTERIOR OF VERTICAL SHAFTS, OR SPACES ABOVE SUSPENDED CEILINGS, INCLUDING ITEMS WITHIN THESE SPACES. B. WALL, CEILING OR FLOOR SURFACES OF ROOMS NOT SCHEDULED ON THE ROOM FINISH SCHEDULE FOR FINISHING. C. ITEMS OCCURRING ON/IN WALL, CEILING OR FLOOR SURFACES NOT SCHEDULED ON THE ROOM FINISH SCHEDULE FOR FINISHING EXCEPT THE FOLLOWING: 1. UNPRIMED OR SHOP PRIMED STEEL OR GALVANIZED STEEL DOORS & FRAMES (PAINT AS SPECIFIED FOR THESE ITEMS IN THE INTERIOR PAINTING SCHEDULE). 2. UNPRIMED OR SHOP PRIMED STEEL OR GALVANIZED STEEL RAILINGS, LADDERS AND STAIRS (PAINT AS SPECIFIED FOR THESE ITEMS IN THE INTERIOR PAINTING SCHEDULE). 3. STEEL DOORS AND FRAMES (PAINT AS SPECIFIED FOR STEEL). 4. STEEL HANDRAILS (PAINT AS SPECIFIED FOR STEEL). 5. OTHER EXPOSED BARE OR PRIME PAINTED STEEL, IRON, GALVANIZED STEEL, UNFINISHED ALUMINUM, INCLUDING FASTENERS AND ANCHORS (PAINT AS SPECIFIED FOR METALS OF TYPE INVOLVED). D. NEW MATERIALS WHICH HAVE BEEN FURNISHED WITH A FACTORY APPLIED DECORATIVE FINISH. E. SPRINKLER HEADS 3.02 UNLESS EXCLUDED UNDER THE ITEMS AND SURFACES NOT TO BE PAINTED PARAGRAPH, PAINT NEW SURFACES AS FOLLOWS: A. GIVE NEW SURFACES AND ITEMS ONE COAT OF PRIMER AND TWO COATS OF TOPCOAT, (UNLESS INDICATED OTHERWISE) USING APPROPRIATE PAINT SYSTEM FOR SUBSTRATE INVOLVED AND USING TOPCOAT OF TYPE SCHEDULED. B. WHERE FIELD APPLIED PRIME COATS ARE SCHEDULED, THEY MAY BE OMITTED FOR SHOP PRIMED ITEMS. TOUCH UP DAMAGED AREAS WITH SCHEDULED COMPATIBLE PRIMERS. C. SPOT PRIME PATCHED AND DAMAGED FINISHES OF EXISTING SURFACES AND ITEMS (UNLESS TOPCOAT MANUFACTURER REQUIRES COMPLETE PRIMING) USING APPROPRIATE PRIMER SPECIFIED FOR SUBSTRATE INVOLVED, FOLLOWED BY TWO TOPCOATS USING TYPE OF TOPCOAT MATCHING EXISTING IN SHEEN AND COLOR (UNLESS OTHERWISE NOTED), AND EXTENDING OVER THE ENTIRE SURFACE TO THE NEAREST BREAK IN THE SURFACE. D. INTERIOR EXPOSED STRUCTURE OVERHEAD INCLUDING EXPOSED MECHANICAL AND ELECTRICAL WORK OVERHEAD IN THESE SPACES. E. CONCEALED SPRINKLER HEAD CAPS TO MATCH CEILING FINISH SURFACE IF HEADS RESIDE IN NON- CEILING WHITE AREAS. FACTORY PAINTED CAPS TO MATCH SPECIFIED COLOR. SEE FINISH SCHEDULE FOR COLOR PAINT SPECIFICATION. 3.03 PROTECT FINISHES OF OTHER TRADES OR SURFACES. CLEAN UP SPILLS, OVER SPRAY, & OTHER IMPERFECTIONS IMMEDIATELY. PROPERLY DISPOSE OF UNUSED MATERIALS & CONTAINERS IN ACCORDANCE WITH APPLICABLE RULES & REGULATIONS. FOLLOW PROPER VENTILATION REQUIREMENTS & ADHERE TO SAFETY DATA SHEET REQUIREMENTS. 3.04 FURNISH MAINTENANCE STOCK EQUAL TO 5 GALLONS OF PRIME INTERIOR FIELD COLOR AND ONE GALLON CONTAINERS OF OTHER PAINT FINISHES WITH MIX FORMULAS CLEARLY MARKED ON THE CONTAINERS. 3.05 ALL PAINTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; TOPCOAT PAINTS - GREEN SEAL STANDARD GS-11. A. NON-FLAT - 150 G/L B. FLAT - 50 G/L 3.06 ALL ANTI-CORROSIVE AND ANTI-RUST PAINTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; GREEN SEAL STANDARD GS-03. A. GLOSS - 50 G/L B. SEMI-GLOSS - 250 G/L C. FLAT - 250 G/L 3.07 ALL OTHER ARCHITECTURAL COATINGS, PRIMERS AND UNDERCOATS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113 A. FLOOR COATINGS - 100 G/L B. PRIMERS, SEALERS AND UNDERCOATERS - 200 G/L C. RUST PREVENTATIVE COATINGS - 400 G/L D. SPECIALTY PRIMERS - 350 G/L E. STAINS - 250 G/L 3.08 VERIFY ATTIC STOCK REQUIRED WITH OWNER. PROVIDE MINIMUM ONE (1) GALLON, FOR FIELD PAINTS AND MINIMUM (1) QUART FOR ACCENT PAINTS AS SPECIFIED. SECTION 099100 - PAINTING SECTION 102800 - TOILET AND BATH ACCESSORIES 1.01 ACCESSORIES AND THEIR INSTALLATION SHALL CONFORM TO APPLICABLE ADA REQUIREMENTS. 1.02 SUBMITTALS: SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE, SPECIFICATIONS, AND INSTALLATION INSTRUCTION FOR EACH ACCESSORY ITEM FURNISHED. INCLUDE INFORMATION ON MATERIALS AND GAUGES, CONSTRUCTION DETAILS, DIMENSIONS, PROFILES, MOUNTING METHOD, SPECIFIED OPTIONS, AND FINISHES. SUBMIT A SCHEDULE, BY ROOM, LISTING TYPES, QUANTITIES, SIZES, AND LOCATIONS FOR EACH TOILET ACCESSORY ITEM PROVIDED. WHERE CUT OUTS ARE REQUIRED IN OTHER WORK, FURNISH TO THE TRADE PREPARING THE CUT OUT TEMPLATES, SUBSTRATE PREPARATION INSTRUCTIONS, AND DIRECTIONS FOR PREPARING CUT OUTS AND INSTALLING ANCHORAGE DEVICES. AT PROJECT CLOSE OUT PROVIDE OWNER WITH OPERATING AND MAINTENANCE MANUALS AND KEYS. 1.03 UNLESS OTHERWISE NOTED, TOILET ACCESSORIES SHALL BE CONSTRUCTED OF TYPE 304 STAINLESS STEEL. 2.01 PRODUCTS: - SEE ACCESSORY SCHEDULE FOR SPECIFICATIONS 2.02 PROVIDE PRODUCTS OF SAME MANUFACTURER FOR EACH TYPE OF ACCESSORY UNIT AND FOR UNITS EXPOSED TO VIEW IN SAME AREAS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. SEE DRAWINGS FOR REQUIRED UNITS AND LOCATION. 2.02 ATTACHMENT DEVICES: FURNISH BACKING PLATES, BRACKETS, AND HARDWARE REQUIRED FOR A COMPLETE INSTALLATION; FASTENERS SHALL BE CONCEALED AND THEFT PROOF WHEN AVAILABLE. 2.03 GRAB BARS (GB): CONCEALED MOUNTING, 1-1/2 INCH DIAMETER, STAINLESS STEEL, SATIN FINISH. COMPLETE WITH PROPER TYPE OF ANCHOR FOR CONSTRUCTION CONDITIONS AND NORMALLY ANTICIPATED LOADS (250 POUNDS MINIMUM). PROVIDE GRAB BAR MANUFACTURER'S STANDARD CONCEALED ANCHOR PLATE FOR STUD WALL CONSTRUCTION. WHERE GRAB BARS ARE MOUNTED ON DISSIMILAR ADJACENT SURFACES THAT DO NOT MEET ON AN EQUAL PLANE, MODIFY END POST LENGTHS AS REQUIRED TO MOUNT GRAB BARS PLUMB AND TRUE. PROVIDE SPECIAL NON SLIP FINISH ON GRAB BARS WHERE INDICATED. 2.04 MIRRORS ARE SPECIFIED IN SECTION 088100. 3.01 INSTALL ACCESSORIES IN LOCATIONS INDICATED. INSTALL AT HEIGHTS PER ACCESSIBILITY GUIDELINES UNLESS NOTED OTHERWISE. SECURELY MECHANICALLY FASTEN ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1.01 SUBMIT PRODUCT DATA: FOR EACH TYPE OF PRODUCT 1.02 PROVIDE SAMPLES FOR EACH TYPE OF EXPOSED FINISH REQUIRED 1.03 PROVIDE MAINTENANCE DATA 1.04 COMPLY WITH RESINOUS FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SUBSTRATE TEMPERATURE, AMBIENT TEMPERATURE, MOISTURE, VENTILATION, AND OTHER CONDITIONS AFFECTING RESINOUS FLOORING APPLICATION 2.01 RESINOUS FLOORING SYSTEM: ABRASION-, IMPACT-, AND CHEMICAL-RESISTANT, AGGREGATE-FILLED, AND RESIN-BASED MONOLITHIC FLOOR SURFACING DESIGNED TO PRODUCE A SEAMLESS FLOOR AND INTEGRAL COVE BASE. 2.02 HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?ULID=11247" BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140092" STONHARD, INC.; STONSHEILD HRI®OR A COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: 1. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140073" CROWN POLYMERS, LLC. 2. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140076" DURAFLEX, INC. 3. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140081" KEY RESIN COMPANY. 4. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140078" SHERWIN-WILLIAMS COMPANY, GENERAL POLYMERS. 5. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140096" TENNANT COATINGS. 6. HYPERLINK "HTTP://WWW.SPECAGENT.COM/LOOKUP?UID=123457140094" TNEMEC INC. 2.02 SYSTEM CHARACTERISTICS: 1. COLOR AND PATTERN: MONOLITHIC, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 2. WEARING SURFACE: MEDIUM. 3. OVERALL SYSTEM THICKNESS: 3/16 INCH (4.8 MM). 4. INTEGRAL COVE BASE: 6 INCH (152.4 MM) TOWELED COVE BASE. 5. STRAIGHT BASE: 6" (152.4 MM) WHERE INDICATED FEDERAL AGENCY APPROVALS: USDA AND FDA APPROVED FOR FOOD-PROCESSING ENVIRONMENTS. 2.03 BODY COATS: THREE COMPONENT TROWEL APPLIED MORTAR. 1. RESIN: EPOXY. 2. FORMULATION DESCRIPTION: 100 PERCENT SOLIDS. 3. APPLICATION METHOD: TROWELED. 4. NUMBER OF COATS: ONE. 5. THICKNESS OF COATS: 3/16 INCH (4.8 MM). 6. AGGREGATES: PIGMENTED BLENDED AGGREGATE. 2.04 UNDERCOAT: BROADCAST QUARTZ AGGREGATE. 1. RESIN: EPOXY. 2. FORMULATION DESCRIPTION: 100 PERCENT HIGH SOLIDS. 3. TYPE: PIGMENTED. 4. FINISH: STANDARD. 5. NUMBER OF COATS: ONE. 2.05 BROADCAST MEDIA: 1. MATERIAL: AGGREGATE QUARTZ. 2. TYPE: PIGMENTED. 3. FINISH: STANDARD. 4. NUMBER OF COATS: ONE. 5. PATTERN: MONOLITHIC 2.06 TOPCOAT: 1. RESIN: EPOXY. 2. FORMULATION DESCRIPTION: 100 PERCENT SOLIDS. 3. TYPE: CLEAR. 4. NUMBER OF COATS: ONE/ 5. FINISH: GLOSS. 2.07 ACCESSORY MATERIALS 1. PRIMER: TYPE RECOMMENDED BY RESINOUS FLOORING MANUFACTURER FOR SUBSTRATE AND RESINOUS FLOORING SYSTEM INDICATED. 2. WATERPROOFING MEMBRANE: TYPE RECOMMENDED BY MANUFACTURER FOR SUBSTRATE AND PRIMER AND BODY COATS INDICATED. 3. MOISTURE MITIGATION: TYPE RECOMMENDED AND PRODUCED BY RESINOUS FLOORING MANUFACTURER. INSTALL IN AREAS WHERE MOISTURE VAPOR EMISSION EXCEEDS ALLOWABLE RATES FOR SPECIFIED FLOORING. 4. PATCHING AND FILL MATERIAL: RESINOUS PRODUCT OF OR APPROVED BY RESINOUS FLOORING MANUFACTURER AND RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED. 5. JOINT SEALANT: TYPE RECOMMENDED OR PRODUCED BY RESINOUS FLOORING MANUFACTURER FOR TYPE OF SERVICE AND JOINT CONDITION INDICATED. 3.01 PREPARE AND CLEAN SUBSTRATES ACCORDING TO RESINOUS FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SUBSTRATE INDICATED. PROVIDE CLEAN, DRY SUBSTRATE FOR RESINOUS FLOORING APPLICATION. 3.02 CONCRETE SUBSTRATES: PROVIDE SOUND CONCRETE SURFACES FREE OF LAITANCE, GLAZE, EFFLORESCENCE, CURING COMPOUNDS, FORM-RELEASE AGENTS, DUST, DIRT, GREASE, OIL, AND OTHER CONTAMINANTS INCOMPATIBLE WITH RESINOUS FLOORING. 1. MECHANICALLY SUBSTRATES AS FOLLOWS: A. COMPLY WITH ASTM C811 REQUIREMENTS UNLESS MANUFACTURER'S WRITTEN INSTRUCTIONS ARE MORE STRINGENT. 2. REPAIR DAMAGED AND DETERIORATED CONCRETE ACCORDING TO RESINOUS FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. VERIFY THAT CONCRETE SUBSTRATES ARE DRY AND MOISTURE-VAPOR EMISSIONS ARE WITHIN ACCEPTABLE LEVELS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. A. USE IN SITU PROBES, ASTM F2170. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE A MAXIMUM 75 PERCENT RELATIVE HUMIDITY LEVEL MEASUREMENT. B. VERIFY THAT CONCRETE SUBSTRATES HAVE PH WITHIN ACCEPTABLE RANGE. PERFORM TESTS RECOMMENDED BY MANUFACTURER. PROCEED WITH APPLICATION ONLY AFTER SUBSTRATES PASS TESTING. 3.03 RESINOUS MATERIALS: MIX COMPONENTS AND PREPARE MATERIALS ACCORDING TO RESINOUS FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.04 PATCHING AND FILLING: USE PATCHING AND FILL MATERIAL TO FILL HOLES AND DEPRESSIONS IN SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.05 TREAT CONTROL JOINTS AND OTHER NONMOVING SUBSTRATE CRACKS TO PREVENT CRACKS FROM REFLECTING THROUGH RESINOUS FLOORING ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. 3.06 APPLY COMPONENTS OF RESINOUS FLOORING SYSTEM ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO PRODUCE A UNIFORM, MONOLITHIC WEARING SURFACE OF THICKNESS INDICATED. RETAIN "EXPANSION AND ISOLATION JOINT TREATMENT" SUBPARAGRAPH BELOW FOR EXPANSION OR ISOLATION JOINTS IN FLOOR. 3.07 APPLY PRIMER OVER PREPARED SUBSTRATE AT MANUFACTURER'S RECOMMENDED SPREADING RATE. 3.08 INTEGRAL COVE BASE: APPLY COVE BASE MIX TO WALL SURFACES BEFORE APPLYING FLOORING. APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ROUND INTERNAL AND EXTERNAL CORNERS. 1. INTEGRAL COVE BASE: 6 INCHES (152.4 MM) HIGH. 3.09 APPLY METAL TROWEL SINGLE MORTAR COAT IN THICKNESS INDICATED FOR FLOORING SYSTEM. HAND OR POWER TROWEL AND GROUT TO FILL VOIDS. WHEN CURED, SAND TO REMOVE TROWEL MARKS AND ROUGHNESS. 3.10 UNDERCOAT: REMOVE ANY SURFACE IRREGULARITIES BY LIGHTLY ABRADING AND VACUUMING THE FLOOR SURFACE. MIX AND APPLY UNDERCOAT WITH STRICT ADHERENCE TO MANUFACTURER'S INSTALLATION PROCEDURES AND COVERAGE RATES. 3.11 BROADCAST: IMMEDIATELY BROADCAST QUARTZ SILICA AGGREGATE INTO THE UNDERCOAT USING MANUFACTURER'S SPECIALLY DESIGNED SPRAYCASTER. STRICT ADHERENCE TO MANUFACTURER'S INSTALLATION PROCEDURES AND COVERAGE RATES IS IMPERATIVE. 3.12 APPLY TOPCOAT(S) IN NUMBER OF COATS INDICATED FOR FLOORING SYSTEM AND AT SPREADING RATES RECOMMENDED IN WRITING BY MANUFACTURER. 3.13 CURE RESINOUS FLOORING MATERIALS IN COMPLIANCE WITH MANUFACTURER'S DIRECTIONS, TAKING CARE TO PREVENT CONTAMINATION DURING STAGES OF APPLICATION AND PRIOR TO COMPLETION OF CURING PROCESS. CLOSE AREA OF APPLICATION FOR A MINIMUM OF 18 HOURS. 3.14 PROTECT RESINOUS FLOORING FROM DAMAGE AND WEAR DURING THE REMAINDER OF CONSTRUCTION PERIOD. WHERE TEMPORARY COVERING IS REQUIRED FOR THIS PURPOSE, COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR PROTECTIVE MATERIALS AND METHOD OF APPLICATION. 3.15 CLEANING: REMOVE TEMPORARY COVERING AND CLEAN RESINOUS FLOORING JUST PRIOR TO FINAL INSPECTION. USE CLEANING MATERIALS AND PROCEDURES RECOMMENDED BY RESINOUS FLOORING MANUFACTURER SECTION 096723 - RESINOUS FLOORING 1.01 SUBMITTALS: SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF PRODUCT SPECIFIED. FOR FIRE EXTINGUISHER CABINETS INCLUDE ROUGH-IN DIMENSIONS, DETAILS SHOWN MOUNTING METHODS, RELATIONSHIPS OF BOX AND TRIM TO SURROUNDING CONSTRUCTION, DOOR HARDWARE, CABINET TYPE AND MATERIALS, TRIM STYLE, DOOR CONSTRUCTION, PANEL TYPE, AND MATERIALS. 1.02 REFER TO ARCHITECTURAL FLOOR PLAN FOR LOCATIONS. ALL LOCATIONS AND QUANTITIES AS PER NFPA AND LOCAL CODES AND ORDINANCES. 1.03 FIRE EXTINGUISHER CABINET (FEC): SEE FINISH & EQUIPMENT SCHEDULE FOR SPECIFICATIONS 2.01 PRODUCTS: A. FIRE EXTINGUISHER CABINETS TO BE EQUAL TO LARSEN'S MANUFACTURING CO. ARCHITECTURAL SERIES OR EQUAL. ACCEPTABLE ALTERNATIVES JL INDUSTRIES "AMBASSADOR" MODEL 1015, OR POTTER-ROEMER 1700 SERIES. 1. FEC-01 : PRIMED CABINET PAINTED IN FIELD 2.02 FIRE EXTINGUISHERS TO BE LARSEN'S MANUFACTURING CO. MODEL #MP10. 2.03 FURNISH MULTIPURPOSE DRY CHEMICAL FIRE EXTINGUISHERS BEARING UL RATING 2A:1DBC. 3.01 INSTALL MATERIALS WHERE INDICATED, IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 3.03 CLEAN INSIDE AND OUTSIDE OF FIRE EXTINGUISHER CABINETS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 104400 - FIRE PROTECTION SPECIALTIES © DLR GroupREVISIONS Consultant Logo7/22/2020 4:16:59 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set SPECIFICATIONS 0.3 450 6th St.Waukee IowaASI-01 JUL 22, 20 ASI-01 1283 SF MERCANTILE (M) 1477 SF BUSINESS (B) OCCUPANCY 599 SF KITCHEN (M) 340 SF KITCHEN / STORAGE (M) 56 SF RECEIVING (M) 57 SF OFFICE (B) 96 SF WALK-IN COOLER (M)22 164 8 164 7 164 PATH OF TRAVEL = 44'PATH OF TRAVEL = 46'-5" PATH OF TRAVEL = 43' PATH OF TRAVEL = 32' PATH OF TRAVEL = 32' 6 344 FEC FEC SYMBOL LEGEND WALL SEPARATION LEGEND ### ### 0 0 0 0 - OCCUPANCY LOAD - ACCESSORY USE AREA (OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR - TOTAL EXIT CAPACITY OF DOOR OR STAIR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDHT IN INCHES DIVIDED BY 0.2 THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS WIDTH IN INCHES DIVIDED BY 0.3) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD) - TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2) PD XX MIN - PANIC DEVICE - DOOR FIRE RATING WALL HOURLY RATING 0 = 0 HOUR 1/2 = 1/2 HOUR 1 = 1 HOUR 2 = 2 HOUR 3 = 3 HOUR SP = SMOKE PARTITION SW = SMOKE WALL WALL FIRE RATING TYPE C = CORRIDOR EW = EXTERIOR WALL FB = FIRE BARRIER FP = FIRE PARTITION FSB = FIRE/SMOKE BARRIER FW = FIRE WALL HX = HORIZONTAL EXIT SB = SMOKE BARRIER VS = VERTICAL SHAFT VX = VERTICAL EXIT XP = EXIT PASSAGEWAY NOTE: PROTRUDING OBJECTS MAY NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANUVERING SPACE THAN 27"HIGHERWIDTH CLEAR 4" MAX.HEAD ROOM80" MIN. CLEARANY AMOUNT 27" OR LESSWIDTH CLEARHEAD ROOM80" MIN. CLEAR© DLR GroupREVISIONS Consultant Logo7/22/2020 4:17:09 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set CODE PLAN CP1.1450 6th St.Waukee IowaNORTH SCALE:1/16" = 1'-0" CODE PLAN THIS SECTION SUMMARIZES THE APPLICABLE PROVISIONS OF THE CODES REGULATING DESIGN AND CONSTRUCTION OF THE PROPOSED PROJECT. 1. FOR ADDITIONAL INTERIOR PARTITION TYPES AND INFORMATION, SEE 0.1 2. SPRINKLER SYSTEM NOT REQUIRED. 3. MAX. DEAD END CORRIDOR LENGTH (IBC SECTION 1020.4) = 20' 4. MAX TRAVEL W/O SPRINKLER (IBC TABLE 1017.2) = 200' 5. ONE (1) PORTABLE FIRE EXTINGUISHER FOR EVERY 11,250 SF AND 75' MAX. TRAVEL. (IBC TABLE 906.3) REFER TO CODE PLANS FOR LOCATIONS. 6. REQUIRED SEPARATION OCCUPANCY SEPARATION (IBC TABLE 508.4) = 0 HOURS PROJECT DESCRIPTION THIS PROJECT CONSISTS OF AN EXISTING NON-SPRINKLERED BUILDING WITH EXISTING MASONRY WALLS AND WOODEN ROOF ASSEMBLY APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 UNIFORM PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE APPLICABLE HANDICAPPED CODES: 2010 ADAAG OCCUPANCY TYPES (CHAPTER 3): B - BUSINESS (OFFICE) M - MERCANTILE (RETAIL FLOOR, STORAGE/STOCK/SHIPPING AREAS, COMMERCIAL KITCHEN) TYPE OF CONSTRUCTION (CHAPTER 6): TYPE III-B - UNPROTECTED FIRE-RESISTANCE RATING REQUIREMENTS (TABLE 601): PRIMARY STRUCTURAL FRAME (EXISTING): 0 BEARING WALLS, INTERIOR(EXISTING): 0 BEARING WALLS, EXTERIOR (EXISTING): 0 NONBEARING WALLS: 0 FLOOR CONSTRUCTION (EXISTING): 0 ROOF CONSTRUCTION: 0 HAZARD OF CONTENTS: LIGHT HAZARD ALLOWABLE AREA (IBC TABLE 506.2): ALLOWABLE AREA (BUSINESS GROUP / TYPE III-B): 19,000 SF/ FLOOR (MERCANTILE GROUP / TYPE III-B): 12,500 SF / FLOOR *AREA MODIFICATIONS AVAILABLE, BUT NOT CALCULATED FIRE AND SMOKE PROTECTION FEATURES (CHAPTER 7): FIRE SEPARATION DISTANCE: EXISTING OPENINGS (UNPROTECTED): NO NEW OPENINGS ADDED. EXISTING OPENINGS ALONG SOUTH PROPERTY LINE TO BE INFILLED WITH CONSTRUCTION TO MATCH ADJACENT CONSTRUCTION INTERIOR WALL AND CEILING FINISH REQUIREMENTS (TABLE 803.1.1): ROOMS AND ENCLOSED SPACES: CLASS C MINIMUM REQUIRED CLASS C MINIMUM PROVIDED TOTAL CALCULATED OCCUPANT LOAD (CHAPTER 10) SOUTH TENANT (OLD STATION CRAFT MEATS): MERCANTILE RETAIL FLOOR 1,283 SF 60 GROSS 21.38 MERCANTILE STORAGE/RECEIVING 152 SF 300 GROSS 0.51 KITCHEN, COMMERCIAL 939 SF 200 GROSS 4.695 BUSINESS OFFICE 57 SF 100 GROSS 0.57 2,143 SF 27.16 28 OCCUPANTS NORTH TENANT (TBD): BUSINESS OCCUPANT LOAD 1,477 SF 100 GROSS 14.77 1,477 SF 15 OCCUPANTS NUMBER OF EXITS (IBC 1006.2.1) NORTH TENANT (TBD): REQUIRED: 1 PROVIDED: 2 SOUTH TENANT (OLD STATION CRAFT MEATS): REQUIRED: 1 PROVIDED: 2 MINIMUM PLUMBING FACILITIES (PER IBC TABLE 2902.1) NO DRINKING FOUNTAIN REQUIRED (PER UPC 415.2) NORTH TENANT (TBD): REQUIRED WC UR LAV DF SS 1 0 1 0 1 PROVIDED:WC UR LAV DF SS UNISEX 1 0 1 0 1 SOUTH TENANT (OLD STATION CRAFT MEATS): REQUIRED WC UR LAV DF SS 1 0 1 0 1 PROVIDED:WC UR LAV DF SS UNISEX 1 0 1 0 1 ASI-01 JUL 22, 20 ACCESSIBLE ROUTE CLEARANCES ACCESSIBLE ROUTES ACCESSIBLE ROUTES DOORS & MANEUVERING SPACE VARIOUS ACCESSIBILITY DETAILS REACH RANGES ASI-01 REMOVE ALL EXISTING DOOR AND WINDOW OPENINGS THROUGHOUT. ALTERNATE CC-01 PRICING TO REMOVE EXISTING WALL. SEE STRUCT. INFILL, PATCH, AND REPAIR EXISTING MASONRY WALLS THROUGHOUT (BOTH TENANT SPACES), WHERE REQUIRED TO MATCH EXISTING ADJACENT MASONY IN MATERIAL, CONSTRUCTION, AND FINISH INFILL, PATCH, AND REPAIR EXISTING CONCRETE SLABS THROUGHOUT (BOTH TENANT SPACES) TO PROVIDE LEVEL, LIKE- NEW, FINISH-READY SURFACE REMOVE ALL REMAINING FLOOR FINISHES AND RESIDUE THROUGHOUT IN PREPARATION FOR FLOOR LEVELING AND NEW FINISHES REMOVE EXISTING ATTACHED STORAGE SHED IN ITS ENTIRETY, PREP EXISTING AREA FOR NEW ADDITION BY-OTHERS A11.1 A11.1 42 A2.1 33 B 01 09 08A SALES FLOOR 01 RESTROOM 02 OFFICE 03 KITCHEN 04 RECEIVING 05 WALK-IN COOLER (BY OTHERS) 07 FUTURE TENANT 08 RESTROOM 09 A C D E A2.1 42 55 44 52 A1 B1 A1A1 A1 A1 A1 A1 B2 B2 D2 D2 03 02 05 W/ OWNER COORD.7' - 8"7' - 8"4' - 0" 4' - 0" B2 B2 NO DRYWALL ON FACE OF STUDS IN THIS ROOM U.N.O. WHERE NOT REQUIRED FOR MOP SINK, ELECTRICAL PANELS, OR OTHER COMPONENTS. REMAINING DRYWALL TO BE IN FUTURE TENANT BUILD-OUT SCOPE INFILL REMOVED DOOR AND WINDOW OPENINGS IN MASONRY WALLS WITH NEW CMU TO MATCH EXISTING ADJACENT MASONY IN MATERIAL, CONSTRUCTION, AND FINISH (INSIDE AND OUT). TYP. A11.1 44 A11.1 52 CONC PAD WITH FROST STOOP. COORDINATE LOCATION WITH ADDITION (ADDITION BY OTHERS) SEE STRUCT. PROVIDE BLOCKING ENTIRE LENGTH BEHIND GYP BD FROM 4'AFF - 8'AFF 08B INFILL OPENINGS IN MASONRY WALL WITH NEW CMU TO MATCH EXISTING ADJACENT MASONY IN MATERIAL, CONSTRUCTION, AND FINISH (INSIDE AND OUT). SEE STRUCT. NEW DOOR TO BE 16" MIN. FROM SOUTH JAMB AS REQUIRED TO ALIGN WITH FULL-CMU JOINT. STORAGE ADDITION (BY OTHERS) 06BUILDING ADDITION BY OTHERSSTRUCTURE TO BE DELEGATED DESIGNSEE MEP SHEETS FOR MEP WORK24 A2.1 8' - 0"8' - 0" 8' - 0" 9' - 10"8' - 0" 23 A2.1 4' FIRE TREATED PLYWD ACROSS STUDS ABOVE (10 FULL TILES) 20' - 0" CLEAR PROVIDE R-38 BATT INSULATION BETWEEN ROOF TRUSSES AT UNDERSIDE OF DECK (ABOVE) COORD. HEIGHT OF CEILING WITH DUCTS, STORAGE RAFTERS, AND WALL TILE. COORD. IN FIELD W/ ARCHITECT OPEN TO ABOVE OPEN TO ABOVE OPEN TO ABOVE 31 A9.1 KITCHEN 04 RECEIVING 05 OFFICE 03 RESTROOM 02 SALES FLOOR 01 RESTROOM 09 FUTURE TENANT 08 11 1/2"11 1/2"NEW STRUCTURE ABOVE. BEARING WALLS MODIFIED AS NEEDED. MEMBRANE ROOF, INSULATION, TAPER, GUTTERING, FLASHING, SHEATHING, WEATHER BARRIER AND WALL CLADDING BY OTHERS UNDER SEPARATE CONTRACT. DEMOLITION GENERAL NOTES THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION/PHASING EFFORTS WITH THE ARCHITECT-ENGINEER AND OWNER'S REPRESENTATIVES. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER'S OPERATIONS AND TO PROVIDE BUILDING USER'S SAFETY. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT-ENGINEER OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, ETC. AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT-ENGINEER. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, ETC. AS REQUIRED TO MAINTAIN FIRE SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. R. REMOVE, FILL, AND LEVEL ALL EXISTING FLOOR OPENINGS AND COVERS WHEN NOT BEING REUSED. A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS. B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLAN UNLESS NOTED OTHERWISE. D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, ETC. SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3" RADIUS CENTERED BETWEEN CEILING GRIDS. E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, CENTER DEVICES REFERENCE IN NOTE D IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR APC WITH MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH THE ARCHITECT. F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS. G. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: a. FACE OF FINISHED WALL b. FACE OF FINISHED BULKHEADS c. CENTERLINE OF COLUMNS d. CENTERLINE OF TEES H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH REPRESENTATIVE SUBCONTRACTOR. I. ALL WALLS EXTEND TO UNDERSIDE OF DECK OR STRUCTURE EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MIN 4" ABOVE FINISHED CEILING. ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. REFLECTED CEILING PLAN GENERAL NOTES ROOF GENERAL NOTES A. OWNER TO HIRE ROOFING CONTRACTOR DIRECTLY TO REROOF, PROVIDE INSULATION, AND PROVIDE GUTTERING U.N.O. B. COORDINATE SCHEDULE AND PHASING WITH OWNER'S ROOFING CONTRACTOR THROUGHOUT PROJECT. C. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS. D. COORDINATE WITH OWNERS ROOFING CONTRACTOR FOR ALL PENTRATIONS TO MAINTAIN ROOF WARRANTY. E. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON PLANS. GENERAL NOTES A. GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. C. FINISH FLOOR ELEVATIONS ARE SHOWN THUS: D. FLOOR SPOT ELEVATIONS ARE SHOWN THUS: E. WALLS SHADED ON THE FLOOR PLANS INDICATE TO EXTEND TO 4 INCHES MINIMUM ABOVE FINISH CEILINGS. F. WALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET 0.1 FOR WALL TYPES. ALL INTERIOR PARTITIONS ARE WALL TYPE "C2" UNLESS NOTED OTHERWISE. G. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLAN NOTES. H. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON- BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. I. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- MOUNTED FIXTURES, MENU BOARDS, CHALKBOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC. J. GYPSUM BOARD AND PLASTER SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. K. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. L. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING ITEMS: 1.???, 2. ??? M. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. N. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR. O. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS SHOWN ON PLANS. P. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. Q. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. TYP. FIN. FL. EL.= ? XXX'-XX"© DLR GroupREVISIONS Consultant Logo7/22/2020 4:17:00 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set BUILDING PLANS A1.1450 6th St.Waukee IowaNORTH SCALE:1/8" = 1'-0" DEMOLITION PLAN NORTH SCALE:1/8" = 1'-0" FLOOR PLAN NORTH SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN NORTH SCALE:1/8" = 1'-0" FIXTURE CONCEPT (FOR REFERENCE) PROVIDE CHASE RECESSED INTO EXISTING CONCRETE SLAB FOR EPOXY FLOOR TRANSITION PER 41/A2.1 EXISTING WEATHERHEAD ABOVE TO BE REMOVED. REF: ELECT. COORDINATE PATCHING AND REPAIR OF ROOF FROM REMOVED WEATHERHEAD WITH OWNER'S ROOFING CONTRACTOR. INFILL, PATCH, AND REPAIR EXISTING MASONRY WALLS THROUGHOUT (BOTH TENANT SPACES), WHERE REQUIRED TO MATCH EXISTING ADJACENT MASONY IN MATERIAL, CONSTRUCTION, AND FINISH ADD-01 MAR 31, 20 ASI-01 JUL 22, 20 ADD-01 ADD-01 ASI-01 ASI-01ASI-01 ASI-01 TOILET ACCESSORIES ABBREVIATIONS ABBREV DESCRIPTION ACC ADA ACCESSIBLE HEIGHT BCS BABY CHANGING STATION EWC ELECTRIC WATER COOLER GB-1 GRAB BAR (BACK WALL) GB-2 GRAB BAR (SIDE WALL) GB-3 GRAB BAR (VERTICAL) GB-4 GRAB BAR (AMBULATORY STALL) GB-5 GRAB BAR (SHOWER) HD ELECTRIC HAND DRYER LAV LAVATORY MBH MOP / BROOM HOLDER MR MIRROR PTD SEMI-RECESSED TOWEL DISPENSER PTD/R SEMI-RECESSED TOWEL AND WASTE RECEPTACLE RH ROBE HOOK SCD SEAT COVER DISPENSER SD LIQUID SOAP DISPENSER SCR SHOWER CURTAIN ROD SND SANITARY NAPKIN DISPOSAL SNV NAPKIN / TAMPON VENDOR SSS STAINLESS STEEL SHELF TTD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET WR SEMI-RECESSED WASTE RECEPTACLE MR EWC (ACC) EWC URINAL URINAL (ACC) HD (ACC) PTD/R (ACC) LAV LAV TTD SD WC (ACC) WC (ACC) SND SCD SNV RH (ACC) RH-1 SH(ACC) ELEVATION 1 SH(ACC) ELEVATION 2 BCS **T.O. TABLE IN OPEN POSITION MBH US SSS ADA SAD 2010 - 604, 609 ANSI A117.1 2003 - 604.5.1 ADA SAD 2010 - 606.1 ADA SAD 2010 - 308 ADA SAD 2010 - 604.8.3 ADA SAD 2010 - 608.3.1 ADA SAD 2010 - 308.2.1 ADA SAD 2010 - 603.4 ADA SAD 2010 - 606.1 ADA SAD 2010 - 606.3 ADA SAD 2010 - 604.7 ADA SAD 2010 - 606.1 ADA SAD 2010 - 308 ADA SAD 2010 - 605.2 ADA SAD 2010 - 602.4 ADA SAD 2010 - 603.3 ADULT MOUNTING HEIGHTS TO B.O.40" MAXTO SPOUT36" MAX27" MIN38" MIN43" MAX2' - 0"17" MAXT.O. CONTROLS44" MIN - 48" MAXT.O. CONTROLS48" MAX34" MAX27" MIN8" MIN 11" MIN 9" MIN34" MAX27" MIN9" MINTO DISPENSER15" MIN TO 48" MAXT.O. CONTROLS44" MIN - 48" MAXFLOOR MOUNTED WC 59" MIN AT WALL HUNG WC 56" MIN AT 12" MAX42" MIN C TO REAR WALL 41" MAX - 39" MIN LGB-3 GB-2 GB-1 T.O. GRAB BAR33" MIN - 36" MAX7" TO 9"1' - 6"B.O. GRAB BAR41" MAX - 39" MIN18" MIN48" MAX60" MIN 1' - 6" 12" MIN 24" MIN 36" MIN 1' - 6"T.O. GRAB BAR33" MIN - 36" MAX2' - 4"T.O. DISPENSER48" MAXCONTROLS44" T.O.1' - 6" 1' - 6" 15" MAX 3' - 0"B.O. CONTROLS34" MINT.O. CONTROLS48" MAX5' - 9"48" MAX1' - 6" 1' - 6"19" MAX17" MIN3' - 0"T.O. CONTROLS44" MAX**34" MAX6' - 0"48" MAX40" MIN15" MINT.O. SPOUTREFLECTINGSURFACEADA SAD 2010 - 602.7 A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 605.3 B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 604.3.1 C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 606.2 D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE OF 60 INCHES IN DIAMETER PER ADA SAD 2010 - 304.3.1 E. ACCESSIBLE WATER FOUNTAINS SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 602.2 F. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ADA SAD 2010 - 604.8.1 G. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND SINKS SHALL BE INSULATED PER ADA SAD 2010 - 606.5 GENERAL NOTES FOR ACCESSIBILITY EQ EQ B2 B2 C2 C2 C2 C2 C2 C2 C2 D2 D2 C1 A1 A1 A1 B2A1 8' - 5"8' - 5"8' - 5"8' - 0" OFFSET FACE OF STUD FROM FACE OF BOW TRUSS PER 23/A2.1 PROVIDE DRYWALL AND FRP BEHIND MOP SINK PER 51/A2.1 PROVIDE 12"D X 24"W WALL-MOUNT IT SHELF. COORDINATE W/ OWNER AND ELECTRICAL FOR LOCATION FEC 24" W X 12" D WALL-MOUNTED IT SHELF OVERHEAD. COORD. W/ OWNER AND ELECTRICAL FOR LOCATION INFILL EXISTING OPENING WITH BLOCK WALL FOR NEW DOUBLE DOORS. PER STRUCT. FINISH TO MATCH EXISTING ADJACENT EXTERIOR SURFACE. RECESSED GREASE INTERCEPTOR PER PLUMBING. COORDINATE FLOOR LEVELER AND EPOXY FLOOR FOR FLUSH FINISH. PROVIDE BLOCKING AS REQUIRED FOR WALL-MOUNT SINK AS REQ'D7' - 8" MIN. V.I.F. BACK OF GYP BD TO BE FLUSH WITH EAST SIDE OF HSS 7' - 8"CFCI ADA COMPLIANT RESTROOM SIGN WITH SYMBOL OF ACCESSIBILITY, MOUNTED PER ADA. COORDINATE DESIGN AND COLORS WITH OWNER. CFCI ADA COMPLIANT RESTROOM SIGN WITH SYMBOL OF ACCESSIBILITY, MOUNTED PER ADA. COORDINATE DESIGN AND COLORS WITH OWNER. TOILET ROOM ACCESSORIES SCHEDULE PLAN SYMBOL DESCRIPTION FOR REFERENCE ONLY MOUNTING HEIGHT - ADULT MOUNTING HEIGHT MOUNTING HEIGHT MOUNTING HEIGHT AGES 3-4 (PRE-K)AGES 5-8 (GRADES K-3) AGES 9-12 (GRADES 4-7) BCS BABY CHANGING STATION 35" FROM FLOOR TO TOP OF BED CU COMBINATION UNIT 64 " TO TOP FLM FULL LENGTH MIRROR 74 " TO TOP FSS FOLDING SHOW SEAT 18 " TO TOP GB-1 GRAB BAR (BACK WALL) 12" & 24" HORIZ FROM CL OF WATER CLOSET ON REAR WALL. 36 " ABOVE FLOOR TO TOP 19 " 24 " 26 " GB-2 GRAB BAR (SIDE WALL) 12 " HORIZ FROM REAR WALL. 36 " ABOVE FLOOR TO TOP 19 " 24 " 26 " GB-3 GRAB BAR (VERTICAL) 39 - 41 " ABOVE FINISH FLOOR & 40 " HORIZ FROM REAR WALL TO CL ON SHOWER CONTROL WALL, 5 " ABOVE GB-4, AND 4 " MAX INWARD FROM OUTSIDE EDGE OF SHOWER GB-4 GRAB BAR (SHOWER) 36 " TO TOP GB-5 GRAB BAR (BACK WALL-SHIFTED TO OPEN SIDE OF TOILET) (NOT APPLICABLE) 19 " 24 " 26 " HD HAND DYER 40 " TO BOTTOM 32 " TO BOTTOM 36 " TO BOTTOM 40 " TO BOTTOM HD-1 HAIR DYER 60 " TO BOTTOM HS-1 HOOK STRIP 48 " TO TOP HOOK HS-2 HOOK STRIP - VANDAL RESISTANT 48 " TO TOP MH MOP AND BROOM HOLDER (NO SHELF) 72 " TO TOP MR MIRROR 40 " TO BOTTOM OF REFLECTING SURFACE 31 " 36 " 36 " PTD PAPER TOWEL DISPENSER (TALL) 40 " TO BOTTOM 26 " TO BOTTOM 32 " TO BOTTOM 36 " TO BOTTOM PTD-1 PAPER TOWEL DISPENSER (SHORT) 40 " TO BOTTOM RH ROBE HOOK, ACCESSIBLE 48 " TO TOP RH-1 ROBE HOOK 60 " TO TOP SC/SCR SHOWER CURTAIN, ROD & HOOKS 78 " SCD SEAT COVER DISPENSER 50 " TO TOP SD SOAP DISPENSER - WALL 40 " TO VALVE 26 " TO VALVE 32 " TO VALVE 36 " TO VALVE SD-1 SOAP DISPENSER - COUNTER COUNTER MOUNTED WITH SPOUT OVER LAVATORY SD-2 SOAP DISH - SHOWER 48 " TO TOP SND SANITARY NAPKIN DISPOSAL 30 " TO TOP SNV SANITARY NAPKIN VENDOR 56 " TO TOP (4 INCH RECESS) TB TOWEL BAR 40 " TO CENTERLINE TD/WR TOWEL DISPENSER/WASTE RECEPTACLE, 62 " TO TOP SEMI-RECESSED TH TOWEL HOOK , ACCESSIBLE 48 " TO TOP TH-1 TOWEL HOOK 60 " TO TOP TTD TOILET TISSUE DISPENSER 8 " IN FRONT OF WATER CLOSET. 30 " TO TOP 12 " ABOVE GRAB BAR 12 " ABOVE GRAB BAR 12 " ABOVE GRAB BAR US UTILITY SHELF 72 " TO SHELF WR WASTE RECEPTACLE, SEMI-RECESSED 42 " TO TOP NOTES: 1. SEE 1/8" FLOOR PLANS AND CASEWORK ELEVATIONS FOR ADDITIONAL PAPER TOWEL DISPENSERS AND SOAP DISPENSERS NOT SHOWN ON LARGE SCALE PLANS. 2. SEE 1/8" FLOOR PLANS FOR UTILITY SHELVES NOT SHOWN ON LARGE SCALE PLANS. WALL TYPE PER PLAN EXISTING MASONRY WALL WALL PER PLAN AND BOW TRUSS ALIGNMENT BASED ON FULL CEILING TILE FINISH CEILING SEE RCPMIN6"EXISTING STRUCTURE INSTALL FACE OF METAL STUD FLUSH TO BACK OF BOW TRUSS BOTTOM CHORD METAL STUD BRACING AT 32" O.C. 3 5/8" METAL STUD @ 16" O.C. SUSPENDED ACOUSTICAL CEILING GRID AND TILE 5/8" GYPSUM WALL BOARD. TYP. PNT-02 FACE OF WALL BEYOND EXISTING STRUCTURE 20 GAUGE 3 5/8" METAL STUD @ 16" O.C. AT CEILINGS, MIN. (2) # 10 SCREWS AT CONNECTIONS 5/8" GYPSUM WALL BOARD. TYP. FINISH CEILING SEE RCP ACOUSTICAL INS. 2" 3 5/8" METAL STUD @ 16" O.C. PER WALL TYPE LAVATORY W.C. TOILET PAPER HOLDER TOILET SEAT COVER DISPENSER GRAB BAR REFER TO 8/G0.5 FIXTURE FIXTURE ALT. LOCATION OF DOOR FLUSH ACTIVATOR ON WIDE SIDE PAPER TOWEL DISPENSER, 3" MAX. PROJECTION FROM FACE OF WALL & WASTE AS INDICATED ON FLOOR PLANS 30"X48" CLEAR FLOOR SPACE. IF LESS THAN 9" HIGH TOE SPACE, CLEAR FLOOR SPACE CANNOT ENCROACH MORE THAN 8" FROM FACE OF LAVATORY. CLR. 2' - 8" MIN.2'-0" MIN.4' - 6" MIN.CLEAR4' - 0" MIN.36" MAX.17"-18"1'-6" MIN. D IA. C LEAR 5' - 0" M IN .CLR 60" MIN. NOTE: TOILET PAPER DISPENSER, PAPER TOWEL DISPENSER, SOAP DISPENSER, AND WASTE RECEPTACLE TO BE OFCI VERIFY R.O. DIMENSION WITH CABINET MFR. WALL TYPE PER PLAN LINE OF GWB ABOVE & BELOW 2 LAYERS OF 5/8" GWB BEHIND CABINET FIRE EXTINGUISHERS AND CABINETS: EXTINGUISHERS: MODEL CD5, 5 LB. STORED PRESSURE TYPE, U.L. RATING 5BC, MANUFACTURED BY STANDARD, SIERRA, POTTER-ROEMER, JL INDUSTRIES OR EQUAL. (EXTINGUISHERS IN MECHANICAL ROOMS SHALL BE 10 LB., 4A-60B:C). CABINETS: JL INDUSTRIES 'ACADEMY' 1826 ALUM. SEMI-RECESSED W/ 1 1/2 SQ. TRIM & VERT. DUO DOOR, OR APPROVED EQUAL. (HANDLE MOUNTED AT 48" A.F.F.) FINISH:BRUSHED ALUM W/ BLACK VERTICAL LETTERING. FRC MODEL AT 1-HR. RATED WALLS. WALL FINISH AS SCHEDULED (2) #12 FLAT HEAD PHILIPS STAINLESS STEEL SHEET METAL SCREW INTO STUD BLOCKING GRAB BAR MOUNTING FLANGE WOOD BLOCKING MOUNTING FLANGE 1 1/2" 1 1/4" MIN 1 1/2" MAX UTILITY SHELF (US) WITH MOP HOOKS - TYP. AT ALL MOP SINKS METAL EDGE TRIM FIBERGLASS REINFORCED PLASTIC WALL PANELS AND ACCESSORIES 1'-0" PROVIDE SEALANT AT PERIMETER OF MOP SINK AND FLOOR MOP SINK4'-0"1 1/2" EPOXY FLOORING EXISTING CONCRETE SLAB 11B-703 SIGNS 11B-703.1 GENERAL. SIGNS SHALL COMPLY WITH SECTION 11B- 703. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. 11B-703.1.1 PLAN REVIEW AND INSPECTION. SIGNS AS SPECIFIED IN SECTION 11B-703, OR IN OTHER SECTIONS OF THIS CODE, WHEN INCLUDED IN THE CONSTRUCTION OF NEW BUILDINGS OR FACILITIES, OR WHEN INCLUDED, ALTERED OR REPLACED DUE TO ADDITIONS, ALTERATIONS OR RENOVATIONS TO EXISTING BUILDINGS OR FACILITIES, AND WHEN A PERMIT IS REQUIRED, SHALL COMPLY WITH SECTIONS 11B- 703.1.1.1 AND 11B-703.1.1.2. 11B-703.1.1.1 PLAN REVIEW. PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATING COMPLIANCE WITH THESE REGULATIONS SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR REVIEW AND APPROVAL. 11B-703.1.1.2 INSPECTION.SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED AFTER INSTALLATION AND APPROVED BY THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1, DIVISION II, SECTION 111, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION THAT BRAILLE DOTS AND CELLS ARE PROPERLY SPACED AND THE SIZE, PROPORTION AND TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE WITH THESE REGULATIONS.© DLR GroupREVISIONS Consultant Logo7/22/2020 4:17:02 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set LARGE SCALE PLANS A2.1450 6th St.Waukee IowaSCALE:1/4" = 1'-0"A2.1 33 ENLARGED PLAN SCALE:1 1/2" = 1'-0"A2.1 42 DETAIL SCALE:3/4" = 1'-0"A2.1 24 DETAIL SCALE:3/4" = 1'-0"A2.1 23 DETAIL SCALE:1/4" = 1'-0"A2.1 35 SINGLE OCCUPANCY TOILET (REFERENCE DIMENSIONS) SCALE:3" = 1'-0"A2.1 52 SEMI-RECESSED FEC DETAIL SCALE:3" = 1'-0"A2.1 25 GRAB BAR ATTACHMENT DETAIL SCALE:3/4" = 1'-0"A2.1 51 MOP SINK DETAIL SCALE:1 1/2" = 1'-0"A2.1 41 EPOXY TRANSITION ASI-01 JUL 22, 20 ASI-01 ASI-01 ASI-01 SCALE:1/2" = 1'-0"A2.1 36 ADA - SIGNS DOOR AND FRAME SCHEDULE GENERAL NOTES A. ALL HOLLOW METAL FRAMES SET IN MASONRY AND CONCRETE WALLS SHALL BE GROUTED SOLID. SEE DETAILS 25/A9.1, 35/A9.1, 45/A9.1 B. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION. C. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND SEALANT AROUND PERIMETER OF FRAME. D. MASONRY LINTELS AND STEEL LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS. E. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE. GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS OR IN THE SPECIFICATIONS. F. FRAME TYPES ARE INDICATED WITH THE HEXAGON SYMBOL. G. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES. H. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION ALLOWANCE. I. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS NOTED IN DOOR AND FRAME SCHEDULE. V.I.F. APPROX. 6' - 7"V.I.F.APPROX. 7' - 0"6' - 6"V.I.F.APPROX 7' - 0"V.I.F. APPROX. 6' - 7"V.I.F.APPROX. 4' - 2 1/2"CRIPPLE STUD INFILL STUD HEADER TRACK JAMB STUDS FASTENER NON-LOAD BEARING SINGLE TRACK HEADER AT DOOR METAL STUD WALL - SEE PLANS FOR WALL TYPES HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. DOOR - SEE DOOR AND FRAME SCHED. SEALANT BOTH SIDES, TYP 1/2"1/2"4"WALL WHERE OCCURS ACOUSTICAL SOUND BATT INSULATION METAL STUD PARTITION - SEE PLANS FOR WALL TYPES HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. SEALANT BOTH SIDES, TYP 4" V.I.F. APPROX. 4' - 0"V.I.F.APPROX 2' - 3 1/2"V.I.F.APPROX. 6' - 10"V.I.F. APPROX. 4' - 3 1/2" A B CSEE SCHED.SEE SCHED.SEE SCHED.SEE SCHED.SEE SCHED.SEE SCHED. HM WD ALUM 6"6"6"10 1/2"ITG A B C HM ALUM ALUM ITG D HM 7' - 2" WALL TILE PER FINISH PLAN 5/8" CEMENT BD 6" METAL STUD EXISTING CMU WALL BLOCKING AS REQ. METAL CHANNEL(S) AND PLATE(S) PER STRUCT. BUILDING EXPANSION BUILD-OUT N.I.C. CEILING PER RCP CEILING TO ALIGN WITH FULL TILE 5/8" GYP DB (P-03) MASONRY WALL WITH BOND BEAM PER STRUCT. 1/4" SHIM AND SEALANT BOTH SIDES - TYP HM FRAME - GROUT SOLID GWB WALL WALL AS SCHEDULED ALUM STOREFRONT SYSTEM AS SCHEDULED 1/4" SHIM AND SEALANT BOTH SIDES, TYP ALUM SILL BY STOREFRONT MANUFACTURER EXISTING EXTERIOR WALL WOOD SILL. P-04 WALL AS SCHEDULED 1/4" SHIM & SEALANT BOTH SIDES - TYP ALUM STOREFRONT SYSTEM AS SCHEDULED EXISTING EXTERIOR WALL WALL AS SCHEDULED FLOORING - SEE ROOM FINISH SCHEDULE EXISTING CONCRETE SLAB ON GRADE DOOR JAMB BEYOND THRESHOLD - SET IN MASTIC 3/8" COMPRESSIBLE JOINT FILLER STRUCTURAL STOOP - SEE STRUCTURAL 1" WALL AS SCHEDULED 1/4" SHIM AND SEALANT BOTH SIDES - TYP HM FRAME - GROUT SOLID MASONRY WALL PER STRUCT ALUM STOREFRONT SYSTEM AS SCHEDULED 1/4" SHIM AND SEALANT BOTH SIDES, TYP EXISTING EXTERIOR WALL WALL AS SCHEDULED ALUM RECEIVER CHANNEL @ STOREFRONT W / 1" SLIP JT AND BATT INSULATION GROUP 1 - OFFICE LOCKSET 4 BALL BEARING HINGES HAGER BB1279 1 MORTISE LOCKSET SCHLAGE 1 SET- DOOR SEALS PEMKO 88 BLACK GROUP 2 - PRIVACY LOCKSET WITH CLOSER 4 BALL BEARING HINGES HAGER BB1279 1 MORTISE LOCKSET SCHLAGE 1 CLOSER LCN 4040D4 1 SET- DOOR SEALS PEMKO 88 BLACK GROUP 3 - PAIR DOORS 8 BALL BEARING HINGES HAGER BB1279 1 MORTISE LOCKSET SCHLAGE 2 CLOSERS LCN 4040D4 1 FLUSH EDGE BOLT 1 SET- DOOR SEALS PEMKO 88 BLACK DOOR HARDWARE GROUPS ASI-01 AL ALUMINUM GL GLASS HM HOLLOW METAL DOOR & FRAME ASSEMBLY SCW SOLID CORE WOOD DOOR/FRAME CONSTRUCTION TYPE LEGEND BAA BLACK ANODIZED ALUMINUM CAA CLEAR ANODIZED ALUMINUM P-XX PAINT - SEMI-GLOSS FINISH PL PLASTIC LAMINATE ST STAINED WOOD VENEER DOOR/FRAME FINISH LEGEND A. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL SCHEDULED REQUIREMENTS, GENERAL NOTES & LEGENDS, DOOR AND FRAME DETAILS, AND PROJECT SPECIFICATIONS. B. CONTRACTOR TO COORDINATE DOOR HARDWARE HANDING & SIZING, AND INTEROPERABILITY OF COMPONENTS BASED ON SCHEDULED HARDWARE MANUFACTURERS DOCUMENTATION AND CORRESPONDING DETAILS. C. ALL RATED DOOR & FRAME ASSEMBLIES SHALL INCLUDE ALL HARDWARE REQUIRED FOR RATING, WHICH SHALL BE UL APPROVED AND LABELED D. COORDINATE TENANT KEYWAYS WITH BUILDING ENGINEER AND TENANT REQUIREMENTS E. ALL DOOR HARDWARE FINISH SHALL BE: CAA DOOR/FRAME/HARDWARE NOTES © DLR GroupREVISIONS Consultant Logo7/22/2020 4:17:03 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set DOOR AND FRAME SCHEDULE A9.1450 6th St.Waukee Iowa_DOOR AND FRAME SCHEDULE_ NUMBER PANEL PANEL PANEL FINISH FRAME HARDWARE SET DETAILS COMMENTS NO. OF PANELS WIDTH WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE DEPTH MATERIAL TYPE HEAD JAMB LEFT JAMB RIGHT SILL 01 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" ALUM ITG C BAA 4 1/2" ALUM B BY MFR 26/A9.1 36/A9.1 36/A9.1 45/A9.1 MFR STANDARD ADA LEVER WITH ADAMS RITE 4510 DEAD LATCH OR SIMILAR 02 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" WD - B P-04 5 3/4" HM D 2 33/A9.1 34/A9.1 34/A9.1 03 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" WD - B P-04 5 3/4" HM D 1 33/A9.1 34/A9.1 34/A9.1 05 2 3' - 0" 3' - 0" 7' - 0" 1 3/4" HM - A P-04 5 3/4" HM A 3 25/A9.1 35/A9.1 35/A9.1 45/A9.1 P-04 INTERIOR, PAINT TO MATCH EXTERIOR 08A 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" ALUM ITG C BAA 4 1/2" ALUM C BY MFR 26/A9.1 36/A9.1 36/A9.1 45/A9.1 MFR STANDARD ADA LEVER WITH ADAMS RITE 4510 DEAD LATCH OR SIMILAR 08B 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" ALUM ITG C BAA 4 1/2" ALUM C BY MFR 26/A9.1 36/A9.1 36/A9.1 45/A9.1 MFR STANDARD ADA LEVER WITH ADAMS RITE 4510 DEAD LATCH OR SIMILAR 08C 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" HM 5 3/4" HM 09 1 3' - 0" 3' - 0" 7' - 0" 1 3/4" WD - B P-04 5 3/4" HM D 2 33/A9.1 34/A9.1 34/A9.1 WINDOW TYPE A WINDOW TYPE B WINDOW TYPE C SCALE:1" = 1'-0"A9.1 56 TYP DOOR OPENING FOR LIGHT GAUGE FRAMING SCALE:3" = 1'-0"A9.1 33 INTERIOR HOLLOW METAL DOOR FRAME - HEAD SCALE:3" = 1'-0"A9.1 34 INTERIOR HOLLOW METAL DOOR FRAME - JAMB WINDOW TYPE D WINDOW TYPE E SCALE:1/4" = 1'-0" DOOR TYPES SCALE:1/4" = 1'-0" EXTERIOR FRAME ELEVATIONS SCALE:1/4" = 1'-0" INTERIOR FRAME ELEVATIONS SCALE:1 1/2" = 1'-0"A9.1 31 COOLER HEAD SCALE:1 1/2" = 1'-0"A9.1 25 EXTERIOR DOOR HEAD SCALE:1 1/2" = 1'-0"A9.1 46 STOREFRONT SILL SCALE:1 1/2" = 1'-0"A9.1 36 STOREFRONT JAMB SCALE:1 1/2" = 1'-0"A9.1 45 EXTERIOR DOOR SILL SCALE:1 1/2" = 1'-0"A9.1 35 EXTERIOR DOOR JAMB SCALE:1 1/2" = 1'-0"A9.1 26 STOREFRONT HEAD ADD-01 MAR 31, 20 ASI-01 JUL 22, 20 ADD-01 ADD-01 ASI-01 ASI-01 ASI-01 24 A2.1 23 A2.1 T-02 P-01 P-02 P-04 ERF-01 RB-01 T-02 ERF-01 P-01 RB-01 STRAIGHT EPOXY BASE AT SC-01 FLOOR T-01 T-02 T-01 T-02 P-01 P-02P-04 ERF-01 ERF-01 RB-01 RB-01 T-01 T-02 T-01 T-02P-01 ERF-01ERF-01RB-01 31 A9.1 T-01 T-02 T-01 ERF-01 © DLR GroupREVISIONS Consultant Logo7/22/2020 4:17:04 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set INTERIOR ELEVATIONS A11.1450 6th St.Waukee IowaSCALE:1/4" = 1'-0"A11.1 55 INTERIOR ELEVATION SCALE:1/4" = 1'-0"A11.1 44 INTERIOR ELEVATION SCALE:1/4" = 1'-0"A11.1 52 INTERIOR ELEVATION SCALE:1/4" = 1'-0"A11.1 42 INTERIOR ELEVATION ASI-01 JUL 22, 20 ASI-01 A. ROOM FINISH SCHEDULE GENERAL NOTES APPLY TO ALL ROOM FINISH SCHEDULE SHEETS. B. NOT ALL FLOOR AND WALL FINISHES ARE NOTED ON THE INTERIOR FINISH PLANS. SEE ROOM FINISH SCHEDULE FOR FLOOR AND WALL FINISHES NOT NOTED. C. EXPOSED CONCRETE FLOOR SLABS NOT SCHEDULED TO RECEIVE A FINISH SHALL RECEIVE A HARDENER DENSIFIER UNLESS NOTED OTHERWISE. SEE SPEC SECTION 033000. D. ALL GYPSUM WALLBOARD BULKHEADS SHALL BE PAINTED P-3 UNLESS NOTED OTHERWISE. E. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT. F. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING PLANS, ARE MEASURED FROM FINISH FLOOR OF SCHEDULED ROOM. G. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASE AROUND CASEWORK AND MILLWORK. H. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR. ROOM FINISH SCHEDULE GENERAL NOTES RESTROOM 02 OFFICE 03 RECEIVING 05 STORAGE ADDITION (BY OTHERS) 06 KITCHEN 04 RESTROOM 09 FUTURE TENANT 08 SC-01 SC-01 T-01 T-02 P-01 P-02 T-02T-02 SC-01 FRP-01FRP-01T-02 P-01ERF-01 ERF-01 P-01FRP-01 FRP-01 P-01P-01 T-01 T-01 T-02T-01P-01 P-01 T-02T-01 T-02 T-02 P-01 SC-01 ERF-01 FRP-01 UNFINISHED SPACE RB-01 RB-01 SC-01 RB-01 SALES FLOOR 01 METAL EDGE STRIP WALL TILE AS SCHEDULED (TILE LENGTH PER INTERIOR ELEVATION) SUBSTRATE - SEE WALL TYPES METAL EDGE STRIP WALL TILE AS SCHEDULED (TILE LENGTH PER INTERIOR ELEVATION) SUBSTRATE - SEE WALL TYPES PLAN/SECTION - OUTSIDE CORNER GROUT PLAN/SECTION - OUTSIDE CORNER AT FRP FRP AND FRP TRIMMIN.6"5/8" GYPSUM BOARD SCHEDULED WALL 5/8" CEMENT BOARD INTEGRATED ROLLED RADIUS EPOXY COVE BASE EPOXY FLOORING SYSTEM EXISTING CONC. FLOOR SLAB FRP PANEL FRP TRIM STRIP GROUT SCHEDULED WALL 5/8" CEMENT BOARD INTEGRATED ROLLED RADIUS EPOXY COVE BASE EPOXY FLOORING SYSTEM EXISTING CONC. FLOOR SLABMIN.6"WALL TILE AS SCHEDULED METAL EDGE STRIP GROUT SCHEDULED WALL 5/8" CEMENT BOARD EPOXY STRAIGHT BASE. CAULK AT FLOOR JOINT PER MFR'S RECOMENDATION EXISTING CONC. FLOOR SLABMIN.6"WALL TILE AS SCHEDULED METAL EDGE STRIP FINISHED FLOOR EPOXY BASE WALL TILE PER SCHEDULE TO ALIGN WITH T.O. DOOR FRAME OR T.O. OPENING ACP HEIGHT BASED ON FULL WALL TILE FULL T-02 INSTALLED VERTICALLY1' - 4"1' - 4"6' - 8"6" MIN.ERF-01 T-02 T-02 T-02 © DLR GroupREVISIONS Consultant Logo7/22/2020 4:17:05 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_AR_2020.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set INTERIOR FINISH PLAN SCHEDULE AND NOTES A13.1450 6th St.Waukee Iowa_ROOM FINISH SCHEDULE_ ROOM FLOOR FINISH BASE FINISH WALL CEILING FINISH COMMENTSNUMBER NAME NORTH EAST SOUTH WEST 01 SALES FLOOR SC-01 RB-01 / ERF-01 P-01 / P-02 P-01 P-01 T-02 / P-01 OPEN 02 RESTROOM SC-01 RB-01 / T-02 P-01 P-01 P-01 T-02 P-03 03 OFFICE SC-01 RB-01 P-01 P-01 P-01 P-01 P-03 04 KITCHEN ERF-01 ERF-01 T-01,T-02 FRP-01 T-01,T-02 T-01,T-02 ACP-01 05 RECEIVING ERF-01 ERF-01 FRP-01 FRP-01 T-01 / T-02 OPEN 06 STORAGE ADDITION (BY OTHERS) ERF-01 ERF-01 FRP-01 FRP-01 FRP-01 FRP-01 ACP-01 07 WALK-IN COOLER (BY OTHERS)BY OTHERS 08 FUTURE TENANT ETR OPEN FINISHES BY FUTURE TENANT 09 RESTROOM SC-01 RB-01 / T-02 T-02 P-01 P-01 P-01 P-03 10 Addition (M) 11 cooler (M) NORTH SCALE:1/4" = 1'-0" INTERIOR FINISH PLAN FINISH SCHEDULE - CFCI Material Number DESCRIPTION MANUFACTURER PRODUCT SIZE COLOR/FINISH NOTES 033300 CONCRETE FINISHING ERF-01 EPOXY STONHARD STONSHIELD BROADCAST FLAGSTONE SC-01 SEALED CONCRETE CLEAR SEALER PREMIUM QUALITY, LOW VOC 066400 PLASTIC PANELING FRP-01 FOOD SERVICE WALLS CRANE COMPOSITES GLASSBOARD CLASS A WHITE 093000 TILING T-01 FIELD TILE ANATOLIA SOHO 8" x 16" GLOSSY WHITE RUNNING BOND, SEE 55/A13.1 FOR TILE LAYOUT, SUBMIT GROUT COLORS FOR SELECTION T-02 FIELD TILE ANATOLIA SOHO 4" x 16" BLACK RUNNING BOND 095100 ACOUSTIC CEILING TILE ACP-01 CEILING PANEL ARMSTRONG KITCHEN ZONE 2'X2' WHITE 15/16 GRID 096500 RESILIENT BASE RB-01 RESILIENT BASE ROPPE PINNACLE RUBBER BASE 6" 123 CHARCOAL 099000 PAINTING P-01 FIELD PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT P-01 TO MATCH HEX #FFFFFF, EGGSHELL FINISH OWNER TO APPROVE COLOR SUBMITTAL P-02 ACCENT PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT P-02 TO MATCH HEX #55IBI3, EGGSHELL FINISH OWNER TO APPROVE COLOR SUBMITTAL P-03 CEILING PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CEILING WHITE P-04 SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT SCALE:3" = 1'-0"A13.1 56 WALL TILE/EDGE PROTECTION DETAILS SCALE:3" = 1'-0"A13.1 46 EPOXY INTERGRAL COVE BASE - DETAIL SCALE:3" = 1'-0"A13.1 36 EPOXY INTERGRAL COVE BASE - DETAIL SCALE:3" = 1'-0"A13.1 26 EPOXY STRAIGHT COVE BASE - DETAIL SCALE:1" = 1'-0"A13.1 55 TILE LAYOUT ELEV ASI-01 JUL 22, 20 ASI-01 GP GENERAL PARAMETERS GP1 STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. GP2 VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF ANY ITEMS. GP3 DRAWINGS SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL OPENINGS, ELECTRICAL COMPONENTS, FLOOR DEPRESSIONS, ETC. NOT SHOWN ON DRAWINGS. COORDINATE LOCATION, SIZE AND REINFORCEMENT OF ALL OPENINGS WITH RESPECTIVE TRADES BEFORE FABRICATION. REPORT ANY DISCREPANCIES AND/OR INTERFERENCE PROBLEMS TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. GP4 THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE PROVIDED, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. GP5 THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR WALLS, X-BRACING, AND EXTERIOR WALLS ARE COMPLETE AND HAVE ACHIEVED FINAL DESIGN STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING STRUCTURAL STABILITY OVERALL AND TO ALL PORTIONS OF THE BUILDING DURING DEMOLITION, ERECTION AND CONSTRUCTION. TEMPORARY GRAVITY AND LATERAL FORCE BRACING SYSTEMS THAT MAY BE REQUIRED WILL BE DESIGNED BY, AND AT THE EXPENSE OF, THE CONTRACTOR. STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ANY OR ALL REQUIRED TEMPORARY SUPPORT SYSTEMS. TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE OR CONTRACTOR DEEMS THE AREA UNDER CONSIDERATION TO BE STABLE. GP6 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. GP7 AS USED IN GENERAL NOTES AND THROUGHOUT STRUCTURAL DRAWINGS, THE TERM "CONTRACTOR" IS DEFINED TO INCLUDE ANY OR ALL OF THE FOLLOWNG: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, FABRICATORS, INSTALLERS, DELEGATED DESIGNERS/ENGINEERS AND ERECTORS. DP DESIGN PARAMETERS DP1 THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE ICC INTERNATIONAL BUILDING CODE, 2015 EDITION. DP2 UNIFORM LIVE LOADS: TYPICAL ROOF (GOVERNED BY SNOW)25 PSF+DRIFT DRIFT LOAD AS SHOWN ON PLAN DP3 SNOW DESIGN PARAMETERS: GROUND SNOW LOAD (Pg)30 PSF FLAT ROOF SNOW LOAD (Pf)25 PSF SNOW EXPOSURE FACTOR (C/E)1.0 SNOW LOAD IMPORTANCE FACTOR (I)1.0 SNOW LOAD THERMAL FACTOR (Ct)1.0 DP4 ALLOWABLE WALL DEFLECTIONS: EXTERIOR (CLADDING DESIGN) L/360 (BRICK VENEER DESIGN) L/600 ≤0.3" INTERIOR L/360 DP5 ALLOWABLE FRAMING DEFLECTIONS: ROOF LIVE LOAD L/360 ROOF TOTAL LOAD L/240 FLOOR LIVE LOAD L/360 FLOOR TOTAL LOAD L/240 FP FOUNDATION PARAMETERS FP1 SIZE AND BOTTOM ELEVATIONS OF FOOTINGS HAVE BEEN ESTABLISHED BASED ON THE ASSUMED MINIMUM ALLOWABLE BEARING PRESSURE OF 1500 PSF AS SHOWN IN IBC TABLE 1806.2. AS EXCAVATION PROGRESSES, UNANTICIPATED SOIL CONDITIONS MAY REQUIRE CHANGES. CONTACT STRUCTURAL ENGINEER OF RECORD FOR EVALUATION OF THESE CHANGES. FP2 ALLOWABLE SOIL BEARING PRESSURE CONTINUOUS FOOTINGS.........................................1500 PSF SQUARE FOOTINGS.................................................1500 PSF FP3 MINIMUM FOOTING DEPTH FOR FROST PROTECTION (BELOW FINISHED GRADE)......................................42 IN. FP4 DESIGN EARTH PRESSURES: ACTIVE ..................................................................................... 35 PCF PASSIVE ...................................................................................260 PCF AT REST ...................................................................................60 PCF FP5 GEOTECHNICAL ENGINEER IS SOLE JUDGE OF THE SUITABILITY OF UNDERLYING MATERIAL TO SUPPORT FOUNDATIONS. BEARING MATERIAL SHALL BE APPROVED BY GEOTECHNICAL ENGINEER BEFORE FOUNDATION INSTALLATION. DO NOT PROCEED WITHOUT APPROVAL. SU SUBMITTALS SU1 GENERAL CONTRACTOR TO PROVIDE A SHOP DRAWING SUBMITTAL LOG ITEMIZING ALL PROPOSED SUBMITTALS FOR APPROVAL BY STRUCTURAL ENGINEER OF RECORD. SU2 ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD. SHOP DRAWING REVIEW BY ENGINEER IS LIMITED TO VERIFYING GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THE CONTRACT DOCUMENTS, DIMENSIONAL ERRORS, COORDINATION ERRORS, OR OMISSIONS IN SHOP DRAWINGS. SU3 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: ● CONCRETE MIX DESIGNS (5 DAYS BEFORE POUR, MIN.) ● CONCRETE REINFORCEMENT ● MASONRY REINFORCEMENT ● EMBEDDED STEEL ITEMS ● CONCRETE REINFORCEMENT ● STRUCTURAL STEEL SU4 SHOP DRAWINGS SHALL INCLUDE CONNECTIONS AS WELL AS SIZE, SPACING, AND GRADE OF ALL MEMBERS. PLANS AND ANY DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT SHALL ALSO BE INCLUDED. SU5 IF SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE APPROPRIATE STATE. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. SU6 DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY CONTRACTOR, INCLUDING: ● STRUCTURAL STEEL CONNECTIONS ● TEMPORARY SHORING ● WINDOW WALLS AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE APPROPRIATE STATE AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. SU7 ITEMS THAT ARE DESIGNED BY CONTRACTOR SHALL BE DESIGNED TO RESIST THE LIVE LOADS INDICATED IN STRUCTURAL NOTES, DEAD LOAD, SELF WEIGHT, ANY ADDITIONAL LOADING INDICATED ON PLANS AND DETAILS, SNOW DRIFT, AND A NET WIND UPLIFT. SU8 ITEMS THAT ARE DESIGNED BY CONTRACTOR SHALL INCLUDE ANY RELEVANT TECHNICAL LITERATURE FROM MANUFACTURER. ALSO PROVIDE A CERTIFICATION FROM THE MANUFACTURER SHOWING THE PRODUCT IS IN COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. SU9 CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE SHALL CONFORM TO ASCE 7, CHAPTER 13 AND SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE APPROPRIATE STATE, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. SU10 FIELD ENGINEERED DETAILS DEVELOPED BY CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE APPROPRIATE STATE AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. CN CONCRETE NOTES CN1 CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE IBC. CN2 WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM OF 1/4" AMPLITUDE. CN3 ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 3/4" U.N.O. CN4 CONCRETE FORMWORK: CN4.1 SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO POURING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. CN4.2 VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS PRIOR TO POURING. CN5 CONCRETE REINFORCEMENT: CN5.1 DETAILING, FABRICATION, AND PLACEMENT OR REINFORCEMENT SHALL CONFORM TO ACI-315. CN5.2 ALL REINFORCEMENT TO BE ASTM A615 GRADE 60 U.N.O. WELDED WIRE FABRIC TO BE ASTM A185 WITH WIRE CONFORMING TO ASTM A82. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE USING #16 ANNEALED IRON WIRE. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, U.N.O. CN5.3 ALL CONTINUOUS REINFORCING SHALL BE SPLICED USING CLASS B TENSION SPLICES, U.N.O. CN5.4 BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. CN5.5 CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS, INTERSECTING WALLS AND INTERSECTING FOUNDATIONS. REFER TO TYPICAL DETAILS FOR LAYOUT OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. CN5.6 ADD TWO DIAGONAL #5 BARS, FOUR FEET LONG, CENTERED, AT EACH CORNER OF FOUNDATION OR SLAB OPENING, U.N.O. CN5.7 U.N.O., INSTALL WWF 1 1/2" FROM TOP OF ALL SLABS ON GRADE, TOPPING SLABS ON DECK, OR TOPPING SLABS ON PRECAST. LAP JOINTS TWO FULL MESHES BUT NOT LESS THAN 8". AT CONSTRUCTION JOINTS, LOCATE WWF AT MID DEPTH OF SLAB. CN6 COVERAGE FOR REINFORCEMENT: CN6.1 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ................. 3" CN6.2 CONCRETE EXPOSED TO EARTH AND WEATHER: #6 THRU #18 BARS ..................................2" #5 BAR, W31 OR D31 WIRE AND SMALLER ........................................ 1 1/2" CN6.3 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #14 AND # 18 ............................................1 1/2" #11 BAR AND SMALLER ...........................3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ...................... 1 1/2" CN7 CONCRETE COMPRESSIVE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39 AND SHALL BE AS FOLLOWS: FOOTINGS.............................................................. f'c = 3,000 PSI GRADE BEAMS/PILECAPS..................................... f'c = 4,000 PSI WALLS/PIERS/COLUMNS....................................... f'c = 4,000 PSI SLABS ON GRADE .................................................. f'c = 4,000 PSI TOPPING SLABS.................................................... f'c = 4,000 PSI CN8 SPECIAL INSPECTOR SHALL BE NOTIFIED IF ANY WATER IS TO BE ADDED IN FIELD. CN9 CONCRETE FOUNDATIONS: CN9.1 ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF CONCRETE. CN9.2 ACCURATELY SET AND SECURELY SUPPORT REINFORCING, DOWELS AND ANCHOR BOLTS PRIOR TO PLACEMENT OF CONCRETE. WET- STICKING OR FLOATING OF REINFORCING,DOWELS AND ANCHOR RODS IS NOT ALLOWED. CN9.3 PROVIDE CONSTRUCTION JOINTS, INSERTS, SLEEVES, DOWELS, ANCHORS, ETC., AS SHOWN. ITEMS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND ACCORDING TO USUAL ACCEPTED STANDARDS OF THE TRADE. ANCHOR RODS PER ASTM F1554 AS SHOWN. CN9.4 ALL FOUNDATION COLD JOINTS SHALL BE KEYED. CONTINUOUS REINFORCING SHALL EXTEND ONE DEVELOPMENT LENGTH PLUS 6". LOCATE FOUNDATION COLD JOINTS AT EXPANSION JOINTS IN MASONRY VENEER WHEN POSSIBLE. CN9.5 REINFORCING SHOWN ON DETAILS IS THE REQUIRED MINIMUM. AT CONTRACTOR'S OPTION AND EXPENSE, ADDITIONAL REINFORCING MAY BE PERMITTED TO ASSIST IN EASE OF CONSTRUCTABILITY. ADDITIONAL REINFORCING MUST BE SUBMITTED FOR REVIEW ON SHOP DRAWINGS. CN10 PROVIDE MINIMUM 6000 PSI NON-SHRINK, NON-METALLIC GROUT UNDER COLUMN BASE PLATES. GROUT SHALL NOT CONTAIN GYPSUM. COLUMN BASES TO BE GROUTED BEFORE PLACEMENT OF CONCRETE TOPPING ON STEEL FORMS. CN11 MINIMUM 4" CONCRETE SLAB ON GRADE WITH WWF 6X6-W2.1 X W2.1, OVER VAPOR BARRIER, OVER A MINIMUM 6" COMPACTABLE, TRIMMABLE, GRANULAR FILL, TYP. U.N.O. ON DRAWINGS AND GEOTECHNICAL REPORT. CN12 SLAB CONTROL JOINTS: CN12.1 PROVIDE SLAB CONTROL JOINTS FOR THE FOLLOWING, U.N.O.: • SLAB-ON-GRADE ...........................................................10' ± 2' • PRECAST TOPPING SLABS (NON-COMPOSITE).........10' ± 2' CN12.2 PROVIDE SLAB CONTROL JOINTS ON GRID LINE WHERE PRACTICAL. CN12.3 MAINTAIN A SLAB CONTROL JOINT ASPECT RATIO OF APPROXIMATELY 1:1. CN12.4 DO NOT PROVIDE SLAB CONTROL JOINTS FOR THE FOLLOWING, U.N.O.: • COMPOSITE SLAB ON METAL DECK • COMPOSITE PRECAST TOPPING SLAB CN13 PROVIDE VERTICAL WALL JOINTS AS FOLLOWS, U.N.O.: CN13.1 WALLS TALLER THAN 12'..................... H (H = WALL HEIGHT) CN13.2 WALLS 8' - 12'....................................... 2*H CN13.3 WALLS SHORTER THAN 8'................... 3*H CN13.4 PROVIDE WALL JOINT WITHIN 10' OF ALL CORNERS AND IN LINE WITH EDGES OF ALL WALL OPENINGS. CN13.5 MAXIMUM WALL JOINT SPACING SHALL NOT EXCEED 25 FEET. CN14 CONCRETE ACCESSORIES: CN14.1 U.N.O., HEADED SHEAR STUDS TO BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED EQUIVALENT AND SHALL BE AUTOMATICALLY END WELDED BY UTILIZING THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CN14.2 U.N.O., DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON, TYPE D2L, OR APPROVED EQUIVALENT AND SHALL BE AUTOMATICALLY END WELDED BY UTILIZING THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CN14.3 U.N.O., EXPANSION BOLTS TO BE HILTI KWIK BOLT TZ OR APPROVED EQUIVALENT WITH EQUAL ICC TENSION AND SHEAR VALUES. EXPANSION ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. CN14.4 U.N.O., EPOXY ANCHORS TO BE HILTI HIT-RE 500 V3 OR APPROVED EQUIVALENT WITH EQUAL ICC TENSION AND SHEAR VALUES. EPOXY ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. CN15 PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES TO BE HOT-DIP GALVANIZED AFTER FABRICATION, U.N.O. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. CN16 U.N.O. IN ARCHITECTURAL DRAWINGS, 2" RIGID EXTRUDED POLYSTYRENE PERIMETER INSULATION OR EQUAL TO BE INSTALLED ON INSIDE FACE OF FOUNDATION WALL/GRADE BEAM, EXTENDING DOWN FROM THE TOP OF FOUNDATION 42 INCHES, AND EXTENDING IN FROM THE EDGE OF FOUNDATION 24 INCHES BELOW SLAB. CN17 EPOXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO- COMPONENT, LIQUID EPOXY WITH NON-SAG CONSISTENCY AND A LONG POT LIFE. THE EPOXY ADHESIVE SHALL BE SUITABLE FOR USE IN DRY OR DAMP CONDITIONS. MINIMUM SHEAR STRENGTH SHALL BE 5,000 PSI; MINIMUM TENSILE STRENGTH SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH THE APPROVED ICC REQUIREMENTS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING PLACEMENT. CN18 COLD WEATHER PROTECTION CN18.1 DURING COLD WEATHER CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR PROTECTING CURING CONCRETE PER THE RQMTS. OF ACI 306. CN18.2 DURING COLD WEATHER CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR PROTECTING FOUNDATIONS THAT DO NOT EXTEND TO FROST DEPTH FROM HEAVING. AT CONTRACTOR'S OPTION, BOTTOM OF FOOTINGS MAY BE EXTENDED BEYOND THE FROST ZONE, IN LIEU OF SURFACE PROTECTION METHODS. NO ADD'L REINFORCING WILL BE REQ'D AT EXTENDED FOUNDATIONS. ALL MITIGATION WORK SHALL BE PART OF THE CONTRACTOR BID AND NOT COMPENSIBLE BY CHANGE ORDER. CN18.3 CONTRACTOR TO PROVIDE A FROST STOOP PER TYP. STOOP DETAIL @ ALL EXTERIOR DOORS, SEE ARCH. FOR DOOR LOCATIONS. SF STEEL FRAMING NOTES SF1 STEEL FRAMING WORK SHALL COMPLY WITH CHAPTER 22 OF THE IBC. SF2 STEEL FRAMING MATERIALS: SF2.1 W-SECTIONS ASTM A992 FY=50,000 PSI SF2.2 TUBULAR STEEL ASTM A500 GR B FY=46,000 PSI SF2.3 CHANNELS, ANGLES, BARS ASTM A36 FY=36,000 PSI SF2.4 PLATES (NOT LOCATED AT MOMENT CONNECTIONS) ASTM A36 FY=36,000 PSI SF2.5 PLATES (LOCATED AT MOMENT CONNECTIONS) ASTM A572 FY=50,000 PSI SF2.6 PIPES ASTM A53 GR B FY=35,000 PSI SF2.7 HEADED ANCHOR SHEAR STUDS ASTM A108, GR C-1010 THRU C-1020 MIN. TENSILE STRENGTH FY=65,000 PSI MIN. YIELD STRENGTH FY=65,000 PSI SF2.8 STEEL JOIST SJI K-LH SERIES SF2.9 WELDING ELECTRODES E70XX SF3 STEEL ERECTION SHALL COMPLY WITH ALL OSHA, STATE, LOCAL, AND UNION REGULATIONS. IN ADDITION, AT THE END OF THE WORK DAY, ALL COLUMNS MUST BE FRAMED WITH BEAMS AND/OR GIRDERS IN TWO DIRECTIONS, OR ADEQUATELY GUYED OR BRACED IN BOTH DIRECTIONS. TEMPORARY GUYING/BRACING IS THE RESPONSIBILITY OF THE ERECTOR (DESIGN AND INSTALLATION). SF4 DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, AISC 360-16 INCLUDING COMMENTARY, AND THE AISC 303-16. SF5 ALL BOLTS FOR STEEL CONNECTIONS TO BE INSTALLED PER AISC 360 AND RCSC. SF5.1 ALL BOLTS TO BE ASTM A325-N U.N.O. SF5.2 BOLTS USED IN STEEL JOIST CONSTRUCTION MAY BE ASTM A307 SF5.3 ALL BOLTS SHALL BE INSTALLED SNUG-TIGHT U.N.O. SF5.4 ALL BOLTS IN BRACED FRAME CONNECTIONS TO BE PRETENSIONED U.N.O. SF6 WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. SF7 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, U.N.O. ALL WELDING FOR STRUCTURAL STEEL CONNECTIONS TO BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1. SF8 FOR COMPLETE JOINT PENETRATION WELDS, WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40° F. SF9 WELDING TO JOIST WEB MEMBERS IS PROHIBITED. WELDING TO JOIST BOTTOM CHORDS IS PROHIBITED WITHOUT THE APPROVAL OF THE ENGINEER, WITH THE SOLE EXCEPTION OF JOIST BRIDGING. WALL PANEL BRACING, GIRDER BRACING, AND ALL OTHER WELDED ATTACHMENTS SHALL BE MADE TO JOIST TOP CHORDS. ATTACHMENTS MADE TO JOIST TOP CHORD SHALL BE MADE ONLY AT JOIST PANEL POINTS. SF10 EXCEPT FOR STEEL THAT IS TO RECEIVE SPRAY-APPLIED FIREPROOFING (SEE ARCH. FOR LOCATIONS) OR GALVANIZATION, ALL STEEL BEAMS, COLUMNS, AND BRACING SHALL RECEIVE A SINGLE COAT OF SHOP APPLIED PRIMER. SF11 HOT-DIP GALVANIZE STEEL FOR THE FOLLOWING CONDITIONS: SF11.1 STEEL ELEMENTS PERMANENTLY EXPOSED TO WEATHER. SF11.2 STEEL ELEMENTS LOCATED IN UNCONDITIONED SPACES. SF11.3 STEEL ELEMENTS LOCATED OUTSIDE THE BUILDING THERMAL ENVELOPE. SF11.4 STEEL ELEMENTS LOCATED IN AREAS WITH HIGH HUMIDITY. SF11.5 ALL LINTEL ASSEMBLIES LOCATED IN EXTERIOR WALLS. SF11.6 WHERE PIECES REQUIRING GALVANIZATION ARE PART OF A LARGER ASSEMBLY, THE HOT-DIPPING PROCESS IS TO OCCUR AFTER COMPLETE FABRICATION OF THE ASSEMBLY. SF12 CONNECTIONS: SF12.1 WHERE CONNECTIONS ARE NOT SHOWN, THE CONNECTIONS SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH THE REQUIREMENTS OF AISC SPECIFICATIONS FOR THE SHEAR CAPACITIES SHOWN BELOW: SF12.2 ANY CONNECTION REACTIONS EXCEEDING THE ABOVE MINIMUM SHEAR CAPACITIES ARE NOTED, IN KIPS, AT EITHER END OF THE MEMBER ON THE STRUCTURAL FRAMING PLANS. SF12.3 NO CONNECTION SHALL USE LESS THAN 2 ROWS OF BOLTS. SF12.4 ALL CONNECTIONS SHALL SATISFY THE REQUIREMENTS OF AISC AND OSHA. SF12.5 MOMENT CONNECTIONS ARE INDICATED ON DRAWINGS BY A DARKENED TRIANGLE ON THE END OF THE MEMBER TO BE MOMENT CONNECTED. IF THE BEAM END MOMENT IS NOT SHOWN, DEVELOP PLASTIC MOMENT CAPACITY OF MEMBER ABOUT MAJOR AXIS. WHERE POSSIBLE, USE SHEAR TAB WEB CONNECTION WITH MOMENT CONNECTION. SF12.6 U.N.O., POCKET BEAMS 8" MIN. INTO MASONRY AND BEAR ON 3/4" GROUT, MIN. ANCHOR WITH (2) 3/4"Φ x 1'-4" HEADED ANCHOR BOLTS. SLOT HOLES IN BEAM FLANGE 2" PARALLEL TO BEAM SPAN. GROUT POCKETS SOLID. SF12.7 AT STEEL CONNECTIONS WITH POST INSTALLED ANCHORS, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE HOLE DIAMETERS COMPLY WITH THE MANUFACTURER'S RECOMMENDED DRILL BIT DIAMETER. MINIMUM SHEAR CAPACITIES (SERVICE LOADS) SHAPE SHEAR CAPACITY W8 W10 W12 W14 W16 W18 16 KIPS 16 KIPS 28 KIPS 28 KIPS 41 KIPS 53 KIPS SHAPE SHEAR CAPACITY W24 W27 W30 W33 W36 72 KIPS 84 KIPS 94 KIPS 103 KIPS 115 KIPS W21 59 KIPS WF WOOD FRAMING NOTES WF1 WOOD FRAMING WORK SHALL COMPLY WITH CHAPTER 23 OF THE IBC. WF2 THE QUALITY OF WOOD PRODUCTS AND FASTENERS, AND THE DESIGN OF OAD-SUPPORTING MEMBERS AND CONNECTIONS, SHALL CONFORM TO THE TANDARDS SPECIFIED IN THE AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND ITS SUPPLEMENT DESIGN VALUES FOR WOOD CONSTRUCTION. WF3 COORDINATE WOOD NAILERS AND BLOCKING LOCATIONS WITH NEED AND REQUIREMENTS OF OTHER WORK INVOLVED. WF4 PROVIDE SOLID BLOCKING BETWEEN SAWN JOISTS AT ALL SUPPORTS AND AT MIDSPAN OF JOISTS EXCEEDING 8 FEET (8FEET ON-CENTER MAXIMUM SPACING FOR BLOCKING). WF5 GIRDER TRUSSES SHALL BEAR DIRECTLY OVER WALL STUDS. NUMBER OF STUDS SHALL MATCH THE NUMBER OF PLIES IN THE GIRDER TRUSS (MINIMUM OF TWO STUDS), U.N.O. WF6 CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.5.9. WF7 SALVAGED LUMBER SHALL BE GRADED BY AN APPROVED GRADING AGENCY PRIOR TO USE AND SHALL MEET THE MINIMUM STRESSES SHOWN BELOW. WF8 WOOD FRAMING MATERIALS (MINIMUM DESIGN VALUES): WF8.1 SAWN LUMBER: WF8.1a LOAD-BEARING WALL STUDS DOUGLAS FIR-LARCH NO. 2 Fb = 900 PSI Ft = 575 PSI Fv = 180 PSI Fcp = 625 PSI F/c = 1,350 PSI E = 1,600,000 PSI WF8.1b FRAMING MEMBERS (BEAMS, JOISTS, ETC.) DOUGLAS FIR-LARCH NO. 2 Fb = 900 PSI Ft = 575 PSI Fv = 180 PSI Fcp = 625 PSI Fc = 1,350 PSI E = 1,600,000 PSI WF8.2 LAMINATED VENEER LUMBER (LVL): GRADE 1.9E Fb = 2,600 PSI Ft = 1,555 PSI Fv = 285 PSI Fcp = 750 PSI Fc = 2,510 PSI E = 1,900,000 PSI WF9 WOOD STRUCTURAL PANELS WF9.1 WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD, U.S. PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS, OR APA PRP-108 PERFORMANCE STANDARDS. WF9.2 WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. WF9.3 SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB CONFORMING TO THE REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2. SHEATHING SHALL BE APPLIED EITHER HORIZONTALLY OR VERTICALLY. SHEET SIZES SHALL BE 48"x96" UNLESS AT BOUNDARIES OR FRAMING CHANGES. WF9.4 WALL SHEATHING (SEE SHEAR WALL SCHEDULE): 5/8" CDX, APA RATED SHEATHING, 40/20 EXP. I OR 5/8" OSB, APA RATED SHEATHING, 40/20, EXP. I WF 9.5 ROOF SHEATHING (SEE DIAPHRAGM SCHEDULE): 5/8" OSB OR CDX, APA RATED SHEATHING, 40/20, EXP. I WF9.6 FLOOR SHEATHING (SEE DIAPHRAGM SCHEDULE): 3/4" OSB OR CDX, APA RATED SHEATHING, 48/24, EXP. I WF9.7 WOOD STRUCTURAL PANELS USED AS SUBFLOOR, ROOF, OR WALL SHEATHING SHALL BE FASTENED TO FRAMING MEMBERS AS FOLLOWS, U.N.O.: 10D COMMON NAILS SPACED AT 6" O.C. AT PANEL EDGES, 12" O.C. AT INTERMEDIATE SUPPORTS. -OR- 2 7/8" X .12" NAILS SPACED AT 4" O.C. AT PANEL EDGES, 8" O.C. AT INTERMEDIATE SUPPORTS. -OR- 2 3/4" 14 GAGE STAPLES SPACED AT 4" O.C. AT PANEL EDGES, 8" O.C. AT INTERMEDIATE SUPPORTS. WF9.8 ALL SHEAR WALL PANEL SHEATHING EDGES SHALL BE BLOCKED. EDGE NAILS SHALL BE AT LEAST 3/8" FROM EDGES AND PANEL ENDS. STAGGER NAILING ON EDGES. WF9.9 ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, U.N.O. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. WHEN ROOF SHEATHING IS NAILED DIRECTLY TO BLOCKING, THE BLOCKING SHALL BE NAILED TO SUPPORT MEMBERS WITH A MINIMUM OF 16d NAILS AT 4" O.C. SUB- FLOORING SHEATHING SHALL BE UNBLOCKED, U.N.O. WF9.10 SUB-FLOOR PANELS SHALL BE TONGUE-AND-GROOVE AND FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. PANELS SHALL ALSO BE GLUED AT THE TONGUE-AND-GROOVE JOINT. NAILING NOT SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.1. WF9.11 NAIL HEADS SHALL BE DRIVEN FLUSH WITH SHEATHING. DO NOT PENETRATE SURFACE PLY WITH NAIL HEADS. IF NAIL HEADS ARE NOT FLUSH, NOTIFY STRUCTURAL ENGINEER OF RECORD. WF10 NAILS AND STAPLES SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1667. FASTENER TYPES AND SPACINGS SHALL BE AS INDICATED IN IBC TABLE 2304.10.1 OR ESR-1539, U.N.O. WF11 ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED IN THE DRAWINGS AND CONFORM TO ASTM F1667 AND ESR-1539. NAILS SHALL BE IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURER'S NAME, NES REPORT NUMBER, NAIL SHANK DIAMETER, AND LENGTH. THIS INFORMATION ALSO SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FRAMING. NAILING NOT SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.1 OR ESR-1539. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MIN. DIMENSIONS INDICATED IN THE TABLE BELOW: WF12 BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND NO MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS. WF13 METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE CO. ALL SPECIFIED FASTENERS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BEFORE SUBSTITUTING ANOTHER BRAND, CONFIRM LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OR CALCULATIONS. THE ENGINEER OF RECORD SHALL EVALUATE AND GIVE WRITTEN APPROVAL FOR SUBSTITUTION PRIOR TO INSTALLATION. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE OR B-TYPE OF SIZE RECOMMENDED FOR THE MEMBER. WF14 ALL INTERIOR METAL FRAMING CONNECTORS SHALL RECEIVE G90 ZINC COATING, UNO. ALL METAL FRAMING CONNECTORS AND FASTENERS INSTALLED IN EXTERIOR CONDITIONS SHALL RECEIVE G185 (SIMPSON ZMAX) COATING OR APPROVED EQUIVALENT. ALL METAL FRAMING CONNECTORS AND FASTENERS SHALL BE COMPATIBLE WITH THE APPLIED WOOD TREATMENT. COMMON NAIL SCHEDULE PENNYWEIGHT LENGTH (IN.) DIAMETER (IN.) 6d 2.00 0.113 8d 0.131 10d 0.148 16d 0.162 20d 0.192 2.50 3.00 3.50 4.00 8" o.c. WOOD FASTENER SCHEDULE NUMBER OR SPACING OF FASTENERS REQUIRED PER CONNECTION minimum nominal nail length (inches) x minimum nominal nail shank diameter (inches) Top or sole plate to stud / end nail Stud to top or sole plate / toe-nail Top plate laps and intersections / face nail each side of lap Sole plate to joist or blocking / face nail Sole plate to joist or blocking at braced wall panel /face nail (number per 16" joist space) Roof rafter to 2x ridge beam / toe-nail Roof rafter to 2x ridge beam / face nail through beam into end of rafter Ceiling joists laps over partitions / face nail Ceiling joist to parallel rafter / face nail Collar tie to rafter / face nail Jack rafter to hip / toe-nail Jack rafter to hip / face nail Roof rafter to plate / toe nail Corner studs / face nail Double studs / face nail Double top plate / face nail Diagonal bracing / face nail each stud N/AN/A12" o.c.12" o.c.8" o.c.16" o.c.16" o.c.16" o.c. 12" o.c. 16" o.c. 12" o.c. 12" o.c. 8" o.c. 8" o.c. 6" o.c.8" o.c. 12" o.c.12" o.c.N/A N/A N/A N/A N/A - Fastener not applicable to connection 16" o.c. 12" o.c. 24" o.c. 2 3 3 4 N/A 4 4 8" o.c.8" o.c.6" o.c.8" o.c.8" o.c.8" o.c.16" o.c. 2 2 3 2 3 4 3 2 2 3 4 3 3 4 3 4 3 22 3 4 45 4 4 4 3 3 N/A 3 N/A 5 N/A N/A 5 N/A 4 N/A N/AN/A 2 3 3 3 3 4 4 N/A N/A N/AN/A44N/A3332 3 3 3 3 4 4 5 5 N/AN/A4433332 3 3 4 4 5 4 4 N/A N/A N/AN/A N/AN/A3 3 4 4 5 4 4 4464443 3 4 4 4 6 4 4 N/A N/A N/A65555543Ceiling joist to plate / toe-nail Built-up girders and beams /face nail at top and bot. staggered each side of each layer 24" o.c. (3 ea. end and splice) 24" o.c. (3 ea. end and splice) 24" o.c. (3 ea. end and splice) 24" o.c. (3 ea. end and splice) 16" o.c. (4 ea. end and splice) 16" o.c. (3 ea. end and splice) 16" o.c. (3 ea. end and splice) N/A N/A 3" o.c. 6" o.c. 4" o.c.6" o.c.6" o.c.6" o.c.6" o.c.6" o.c.Rim joist to top plate /toe-nail Bridging to joist /toe-nail each end N/A N/A N/A N/A 2 3 3 3 4 N/AN/A4434333 Blocking between joist or rafter to top plate / toe-nail Joist to sill or girder / toe-nail Ledger strip / face nail Joist to band joist / face nail N/AN/A4434333 3 4 4 4 6 4 4 N/A N/A N/AN/A66N/A5553 CONNECTION/LOCATION 3 1/2 x 0.162 3 x 0.148 3 1/4 x 0.131 3 x 0.131 2 1/2 x 0.131 3 1/4 x 0.120 3 x 0.120 2 3/8 x 0.113 2 x 0.113 8" o.c.8" o.c. 3 TYPICAL STRUCTURAL ABBREVIATIONS (PERIODS w/ ABBREVIATIONS MAY BE OMITTED WITHOUT CHANGING MEANING). & AND @ AT A.B. ANCHOR BOLT A.C.I. AMERICAN CONCRETE INSTITUTE A.E.S.S. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION A.S.T.M. AMERICAN SOCIETY FOR TESTING AND MATERIALS ADD. ADDENDUM ADD'L. ADDITIONAL ALT. ALTERNATE ARCH. ARCHITECTURAL B.P. BASE PLATE B/ BOTTOM OF BLDG. BUILDING BRG. BEARING C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT C.M.U. CONCRETE MASONRY UNIT C.P. COMPLETE PENETRATION CL CENTERLINE CLG. CEILING CLR. CLEAR CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR D.B.A. DEFORMED BAR ANCHOR D.L. DEAD LOAD L ANGLE L.L LIVE LOAD L.L.H. LONG LEG HORIZONTAL L.L.V. LONG LEG VERTICAL L.P. LOW POINT LB. POUND L.S.H. LONG SIDE HORIZONTAL L.S.V. LONG SIDE VERTICAL LONG. LONGITUDINAL LT. GA. LIGHT GAGE M.E.P. MECHANICAL, ELECTRICAL, PLUMBING M.S.J.C. MASONRY STANDARDS JOINT COMMITTEE MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL N.D.S. NATIONAL DESIGN SPECIFICATION N.I.C. NOT IN CONTRACT N.S. NEAR SIDE N.T.S. NOT TO SCALE O.C. ON CENTER O.S.H.A. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION O.W.J. OPEN WEB JOIST OPNG. OPENING OPP. OPPOSITE P.C.I. PRECAST/PRESTRESSED CONCRETE INSTITUTEDET. DETAIL DIA. or Φ DIAMETER DIAG. DIAGONAL DIM. DIMENSION DN. DOWN DWGS. DRAWINGS E.F. EACH FACE E.J. EXPANSION JOINT E.W. EACH WAY EA. EACH EL. ELEVATION ELEC. ELECTRICAL EQ. EQUAL EXT. EXTERIOR F.S. FAR SIDE FIN. FINISH FM FOUNDATION MISCELLANEOUS FNDN. FOUNDATION FT FOOT/FEET GA. GAGE GALV. GALVANIZED GC. GENERAL CONTRACTOR H.P. HIGH POINT HORIZ. HORIZONTAL HT. HEIGHT I.B.C. INTERNATIONAL BUILDING CODE IN. INCH/INCHES INT. INTERIOR K or k KIP P.P. PARTIAL PENETRATION P.S.I. POUNDS PER SQUARE INCH P.S.F. POUNDS PER SQUARE FOOT P.C.F. POUNDS PER CUBIC FOOT PL PLATE PLBG. PLUMBING QTY. QUANTITY R or RAD. RADIUS REF. REFERENCE REINF. REINFORCING REQ'D. REQUIRED REV. REVISION RRE RAKER RHODES ENGINEERING S.D.I. STEEL DECK INSTITUTE S.J.I. STEEL JOIST INSTITUTE S.O.G. SLAB ON GRADE SCHED. SCHEDULE SIM. SIMILAR SPA. SPACING/SPACES SPECS. SPECIFICATIONS STD. STANDARD STRUC. STRUCTURAL T/ TOP OF TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL V.I.F. VERIFY IN FIELD (FIELD VERIFY) w/ WITH w/o WITHOUT W.F. WIDE FLANGE W.P. WORKPOINT W.W.F. WELDED WIRE FABRIC CM CONCRETE MASONRY NOTES CM1 CONCRETE MASONRY WORK SHALL CONFORM TO CHAPTER 21 OF THE IBC. CM2 ALL WALLS ARE NOMINAL 8" CMU STACKED WITH A RUNNING BOND PATTERN UNLESS NOTED OTHERWISE ON THE DRAWINGS. JOINT REINFORCING SHALL NOT EXTEND THROUGH CONTROL JOINTS. BOND BEAM REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. INTERSECTING WALLS SHALL BE BONDED BY OVERLAPPING COURSES. CM3 ALL UNITS SHALL BE NORMAL WEIGHT CONCRETE MASONRY W / MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI (ASSEMBLY f'm = 2,000 PSI) AND CONFORM TO ASTM C90. UNITS SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C140. LINEAR SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND, IF NOT SHOWN, SHALL BE REINFORCED AS NOTED BELOW. CM4 CONCRETE MASONRY REINFORCEMENT: CM4.1 REINFORCING STEEL SHALL CONFORM TO IBC SECTION 2103.4. REBAR REINFORCEMENT SHALL BE ASTM A615 GRADE 60 U.N.O. AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH ACI 530.1 SECTION 3.4. TIES AND STIRRUPS SHALL BE ASTM A615 GRADE 40 (MIN.). PROVIDE MINIMUM LAP FOR REINFORCING BARS PER ACI 530 (48 BAR DIAMETERS, WITH A MINIMUM OF 18"). CM4.2 JOINT REINFORCING SHALL BE ASTM A82, LADDER OR TRUSS TYPE DESIGN, NO. 9 WIRE AT SIDES AND CROSS RODS. INSTALL CONTINUOUS JOINT REINFORCING 16" ON CENTERS VERTICALLY. INSTALL CONTINUOUS JOINT REINFORCING IN THE FIRST AND SECOND BED JOINTS ABOVE AND BELOW OPENINGS AND EXTEND REINFORCING 24" BEYOND EACH SIDE OF OPENING. LAP JOINT REINFORCING SPLICES A MINIMUM OF 6 INCHES. CM4.3 CONTINUOUS BOND BEAMS REINFORCED WITH (2) #5 CONTINUOUS BARS SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES, AT THE TOP OF WALLS AND AT INTERMEDIATE STAIR LANDING LEVELS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS U.N.O. AT OPENINGS WHERE A STRUCTURAL STEEL HEADER IS NOT SHOWN ON PLAN OR HEADER SCHEDULE, SEE NOTE CM8. PROVIDE A BOND BEAM REINFORCED W/ (2) #5 BARS AT SILL LOCATIONS. EXTEND BARS AT OPENINGS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE (1) BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND WALL INTERSECTIONS, U.N.O. CM4.4 DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. CM4.5 ALL EXTERIOR MASONRY WALLS AND INTERIOR LOAD BEARING MASONRY WALLS SHALL BE REINFORCED WITH #5 BARS VERTICAL, CENTERED IN WALL, AT 48" O.C. UNLESS NOTED OTHERWISE IN THE PLANS AND SECTIONS. CM4.6 NON-LOAD BEARING MASONRY WALLS (NOT SHOWN ON STRUCTURAL DRAWINGS) SHALL BE REINFORCED WITH #4 BARS VERTICAL, CENTERED IN WALL, AT 96" O.C. UNLESS NOTED OTHERWISE IN THE PLANS AND SECTIONS. SEE ARCH. FOR NON- LOAD BEARING MASONRY WALL LOCATIONS. CM4.7 PROVIDE 9 GA. GALV. REBAR POSITIONERS TO ACCURATELY LOCATE VERTICAL REINFORCING BARS WITHIN WALLS. CM5 VERTICAL CONTROL JOINTS: CM5.1 SHALL BE SPACED USING THE LESSER OF A 1.5:1 LENGTH TO HEIGHT RATIO OR 25 FT ON CENTER. COORDINATE JOINT LOCATIONS w/ ARCH. DRAWINGS. CM5.2 LOCATE VERTICAL CONTROL JOINTS A MINIMUM OF 8" AWAY FROM HEADER BEARING LOCATIONS CM5.3 LOCATE VERTICAL CONTROL JOINTS ADJACENT TO CORNERS OR WALL INTERSECTIONS WITHIN A DISTANCE EQUAL TO HALF THE CONTROL JOINT SPACING LISTED IN NOTE CM5. CM5.4 BOND BEAM REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. CM6 UNLESS NOTED OTHERWISE, MORTAR SHALL BE TYPE S AND SHALL CONFORM TO IBC SECTION 2103 AND ASTM C270. MORTAR BED JOINT THICKNESS SHALL NOT EXCEED 5/8". CM7 GROUT: CM7.1 GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI (TYPE S) AND SHALL CONFORM TO IBC SECTION 2103 AND ASTM C476. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. CM7.2 GROUT CELLS SOLID AT REINFORCING, BOND BEAMS, INSERTS, ANCHORS, ELEVATOR GUIDE RAILS, AND 24" BELOW BEARING POINT OF STEEL SECTIONS AND 12" TO EACH SIDE. CELLS WHICH ARE TO RECEIVE GROUT ARE TO BE FREE OF PROTRUDING MORTAR AND DROPPINGS. GROUT BOND BEAMS OVER OPENINGS IN ONE CONTINUOUS POUR. SUPPORT AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BEFORE GROUTING. CM7.3 CONSOLIDATE GROUT AT THE TIME OF PLACEMENT. GROUT POURS ≤12" TO BE CONSOLIDATED BY MECHANICAL VIBRATION OR BY PUDDLING. GROUT POURS > 12" TO BE CONSOLIDATED BY MECHANICAL VIBRATION AND RECONSOLIDATED BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURED. CM8 PROVIDE MASONRY HEADERS OVER OPENINGS LARGER THAN 12" IN LENGTH AS INDICATED IN SCHEDULE BELOW, U.N.O. HEADERS SHALL BEAR 8" ON EACH SIDE OF OPENING. PERMANENTLY EXPOSED STEEL HEADERS TO BE HOT-DIP GALVANIZED AFTER FABRICATION, U.N.O. CM8.1 ALL STEEL HEADERS OVER 6'-0" LONG SHALL HAVE #5 DBA x 2'-6" SPACED TO MATCH WALL REINFORCING. WT WF w/ PLATEWALL THICKNESSMAXIMUM MASONRY OPENING 4'-0" 8'-0" WT4x9 WT5x156" 12'-0" --- W8x10 w/ PL 5/16x7 -OR - (1) COURSE BOND BEAM W8x10 w/ PL 5/16x7 -OR - (2) COURSE BOND BEAM 8"W16x31 w/ PL 5/16x7 W8x10 w/ PL 5/16x9 -OR - (1) COURSE BOND BEAM W8x10 w/ PL 5/16x9 -OR - (2) COURSE BOND BEAM 10" W8x10 w/ PL 5/16x11 -OR - (1) COURSE BOND BEAM W8x15 w/ PL 5/16x11 -OR - (2) COURSE BOND BEAM 12" (2) #5 CONT. BOND BEAM 3/16 3-6 W16x31 w/ PL 5/16x9 W16x31 w/ PL 5/16x11 VERIFICATION AND INSPECTION FREQUENCY / TASK STEEL & DECKING 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, & VERIFY PLACEMENT. 12. INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. CONCRETE 2. INSPECTION TASKS PRIOR TO WELDING: A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE. B. MANUFACTURER'S CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE. C. MATERIAL IDENTIFICATION (TYPE/GRADE). D. WELDER IDENTIFICATION SYSTEM. E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): •JOINT PREPARATION •DIMS. (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) •CLEANLINESS (CONDITION OF STEEL SURFACES) •TACKING (TACK WELD QUALITY & LOCATION) •BACKING TYPE & FIT (IF APPLICABLE) F. CONFIGURATION & FINISH OF ACCESS HOLES. G. FIT-UP OF FILLET WELDS: •DIMS. (ALIGNMENT, GAPS AT ROOT) •CLEANLINESS (CONDITION OF STEEL SURFACES) •TACKING (TACK WELD QUALITY & LOCATION) 3. INSPECTION TASKS DURING WELDING: B. USE OF QUALIFIED WELDERS. C. CONTROL & HANDLING OF WELDING CONSUMABLES: •EXPOSURE CONTROL •PACKAGING D. NO WELDING OVER CRACKED TACK WELDS. E. ENVIRONMENTAL CONDITIONS: •WIND SPEED WITHIN LIMITS •PRECIPITATION & TEMP. F. WPS FOLLOWED: •SETTINGS ON WELDING EQPT.•TRAVEL SPEED •SELECTED WELDING MATERIALS •PREHEAT APPLIED •SHIELDING GAS TYPE/FLOW RATE •PROPER POSITION (F, V, H, OH) •INTERPASS TEMP. MAINTAINED (MIN / MAX) G. WELDING TECHNIQUES: •INTERPASS & FINAL CLEANING •EACH PASS WITHIN PROFILE LIMITATIONS •EACH PASS MEETS QUALITY REQUIREMENTS 4. INSPECTION TASKS AFTER WELDING. A. WELDS CLEANED. B. SIZE, LENGTH, & LOCATION OF WELDS. C. WELDS MEET VISUAL ACCEPTANCE CRITERIA: •CRACK PROHIBITION •WELD SIZE •WELD / BASE-METAL FUSION •UNDERCUT •CRATER CROSS SECTION •POROSITY •WELD PROFILES E. ARC STRIKES. F. k-AREA. G. BACKING & WELD TABS REMOVED (IF REQ'D.). H. REPAIR ACTIVITIES. I. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER. 5. INSPECTION TASKS PRIOR TO BOLTING: A. MFR. CERTS. AVAILABLE FOR FASTENER MATERIALS. B. FASTENERS MARKED IN ACCORDANCE w/ ASTM RQMTS. C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH, EXCLUDED THREADS). D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL. E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION & HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE RQMTS. F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED & DOCUMENTED FOR FASTENER ASSEMBLIES & METHODS USED. G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS & OTHER FASTENER COMPONENTS. 6. INSPECTION TASKS DURING BOLTING: A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES & WASHERS (IF REQ'D) ARE POSITIONED AS REQ'D. B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION. C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING. D. FASTENERS ARE PRETENSIONED IN ACCORDANCE w/ THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. 7. INSPECTION TASKS AFTER BOLTING: A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNS. 8. INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONST. PRIOR TO CONC. PLACEMENT: A. PLACEMENT & INSTALLATION OF STEEL DECK. B. PLACEMENT & INSTALLATION OF STEEL HEADED STUD ANCHORS. C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. 9. INSPECTION TASKS PRIOR TO MECHANICAL FASTENING OF DECK: 2. INSPECT REINFORCING BAR WELDING: 3. INSPECT ANCHORS CAST IN CONCRETE. 5. VERIFY USE OF REQUIRED DESIGN MIX. 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP & AIR CONTENT TESTS AND DETERMINE CONCRETE TEMPERATURE. 7. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE & TECHNIQUES. 9. INSPECT PRECAST CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES. B. GROUTING OF BONDED PRESTRESSING TENDONS. 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. 11. VERIFY OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST TENSIONED CONCRETE & PRIOR TO REMOVAL OF SHORES & FORMS FROM BEAMS & STRUCTURAL SLABS. MASONRY - LEVEL B 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS 2. VERIFICATION OF f'm IN ACCORDANCE w/ MSJC ARTICLE 1.4B PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE IBC. 3. VERIFICATION OF SLUMP FLOW & VSI AS DELIVERED TO THE SITE IN ACCORDANCE w/ MSJC ARTICLE 1.5.B.1.b.3 FOR SELF-CONSOLIDATING GROUT. 4. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE-PREPARED MORTAR. B. CONSTRUCTION OF MORTAR JOINTS. C. LOCATION OF REINFORCEMENT & CONNECTORS. 5. PRIOR TO GROUTING, VERIFY THE FOLLOWING ARE IN COMPLIANCE: A. GROUT SPACE. C. PLACEMENT OF REINFORCEMENT & CONNECTORS. D. PROPORTIONS OF SITE-PREPARED GROUT. E. CONSTRUCTION OF MORTAR JOINTS. B. GRADE, TYPE, & SIZE OF REINFORCEMENT & ANCHOR BOLTS 6. VERIFY DURING CONSTRUCTION: A. SIZE & LOCATION OF STRUCTURAL ELEMENTS. B. TYPE, SIZE & LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. C. WELDING OF REINFORCING BARS. D. PREPARATION, CONSTRUCTION & PROTECTION OF MASONRY DURING COLD WEATHER (TEMP. BELOW 40°F) OR HOT WEATHER (TEMP. ABOVE 90°F). 7. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS &/OR PRISMS. E. PLACEMENT OF GROUT. PERFORM PERFORM OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONT. CONT. CONT. CONT. PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONT. CONT. PERIODIC 1) COMPLETE & PARTIAL PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. 3) SINGLE-PASS FILLET WELDS > 5/16". 6) FLOOR & ROOF DECK WELDS. 5) SINGLE-PASS FILLET WELDS ≤5/16". A. STRUCTURAL STEEL & COLD-FORMED STEEL DECK: 4) PLUG & SLOT WELDS. OBSERVE OBSERVE OBSERVE PERFORM PERFORM PERFORM PERFORM D. ULTRASONIC TESTING TO BE PERFORMED ON COMPLETE JOINT PENETRATION WELDS PER AWS D1.1-2010. PERFORM A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706. B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16". C. INSPECT ALL OTHER WELDS. PERIODIC PERIODIC CONT. 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. CONT. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.PERIODIC 1. VERIFY COMPLIANCE OF DECK & ALL DECK ACCESSORIES WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, PROPERTIES & THICKNESS. PERFORM A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE.OBSERVE B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION.OBSERVE C. PROPER STORAGE FOR MECHANICAL FASTENERS.OBSERVE 10. INSPECTION TASKS DURING MECHANICAL FASTENING OF DECK: A. FASTENERS ARE POSITIONED AS REQUIRED.OBSERVE B. FASTENERS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RQMTS.OBSERVE 11.INSPECTION TASKS AFTER MECHANICAL FASTENING OF DECK: A. CHECK SPACING, TYPE AND INSTALLATION OF SUPPORT, SIDELAP & PERIMETER FASTENERS. PERFORM B. VERIFY REPAIRS & DOCUMENT ACCEPTANCE/REJECTION OF FASTENERS.PERFORM PROGRAM FOOTNOTES 1. THE ITEMS INDICATED ABOVE SHALL BE INSPECTED IN ACCORDANCE WITH CHAPTER 17 OF THE IBC BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS & THE SPECIFIC STRUCTURAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING & INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, & BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. CONT.-CONTINUOUS SPECIAL INSPECTION. SPECIAL INSPECTOR IS PRESENT WHEN & WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. (IBC SECTION 1702). 3. PERIODIC -PERIODIC SPECIAL INSPECTION. SPECIAL INSPECTOR IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. 4. OBSERVE -SPECIAL INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS (AISC 360 SECTION N5). 5. PERFORM -SPECIAL INSPECTOR SHALL PERFORM THESE TASKS FOR EACH JOINT, CONNECTION, ELEMENT OR MEMBER (AISC 360 SECTION N5). 6. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR (IBC SECTION 1704.2.2). 7. ALL WELDS SHALL BE VISUALLY INSPECTED. 8. CJP WELDS SHALL BE TESTED ULTRASONICALLY OR BY SIMILAR APPROVED METHOD. 9. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 10. ALL ELEMENTS OF THE WOOD FRAMED LATERAL LOAD RESISTING SYSTEM SHALL BE VISUALLY INSPECTED. SP SPECIAL INSPECTION SP1 SPECIAL INSPECTION PROGRAM SHALL CONFORM TO CHAPTER 17 OF THE IBC. SP2 THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PERFORM THE REQUIRED TESTS AND SPECIAL INSPECTIONS WITH QUALIFICATIONS DESCRIBED PER IBC CHAPTER 17 AND THE PROJECT SPECIFICATIONS. SP3 SPECIAL INSPECTION REPORTS SHALL BE FURNISHED TO BUILDING OFFICIAL, OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND CONTRACTOR. SP4 SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE STRUCTURAL WORK WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. SP5 SPECIAL INSPECTION PROGRAM: SOILS 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH & HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION & TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES & LIFT THICKNESSES DURING PLACEMENT & COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE & VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. PERIODIC PERIODIC PERIODIC PERIODIC CONT. SP SPECIAL INSPECTION CONT. I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PROFESSIONAL SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF IOWA THIS NOTICE COVERS DWGS: S -SERIES SHEETS SIGNATURE: NAME: DATE: MY REGISTRATION EXPIRES IN IOWA: 12/31/21 ERIK RAKER, P.E.© DLR GroupREVISIONS 7/20/2020 4:08:40 PMBIM 360://11-20108-00 Old Station Craft Meats/RRE20045 Old Station Craft Meats_Central_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set STRUCTURAL NOTES S0.1450 6th St.Waukee Iowa07/22/2020 H1H1 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C., BY CONTRACTORH1H1 FOUNDATION SYMBOL KEY T/ WALL/ STEEL T/ FOOTING JOIST BEARING T/ BRICK LEDGE ELEV. STEP EXIST. BLDG. B C VERIFY IN FIELD24' - 5 1/2"V.I.F.2' - 8 1/4"1 2 VERIFY IN FIELD 60' - 1"VERIFY IN FIELD27' - 1 5/8"6' - 0" 6 S2.1 ------------------------------------------------------------------------------------------------------------------- 3 S2.1 TYP. -------------------------------------------------------------------------------------------------------------------3' - 9"8' - 1"VERIFY EXISTING FOOTING WIDTH & DEPTH. CONSULT w/ EOR PRIOR TO INSTALLING ANY NEW FRAMING. VERIFY EXISTING FOOTING WIDTH & DEPTH. CONSULT w/ EOR PRIOR TO INSTALLING ANY NEW FRAMING. VERIFY EXISTING FOOTING WIDTH & DEPTH. CONSULT w/ EOR PRIOR TO INSTALLING ANY NEW FRAMING. INFILL EXISTING OPENING UNDER EXISTING WF BEAM INFILL EXISTING HOLES IN WALL PRIOR TO PLACING ROOF FRAMING A INFILL EXISTING OPENING ASI-01 CONTRACTOR TO VERIFY EXISTING VERTICAL REINFORCEMENT SIZE AND SPACING. COORDINATE WITH EOR. MAXIMUM ALLOWABLE SPACING OF 48". CONTRACTOR TO VERIFY EXISTING VERTICAL REINFORCEMENT SIZE AND SPACING. COORDINATE WITH EOR. MAXIMUM ALLOWABLE SPACING OF 48". S1.1 C B C 1 2 VERIFY IN FIELD24' - 5 1/2"V.I.F.2' - 8 1/4"VERIFY IN FIELD 60' - 1"VERIFY IN FIELD27' - 1 5/8"D-1 5 S2.1 ------------------------------------------------------------------------------------------------------------------- 7 S2.1 ------------------------------------------------------------------------------------------------------------------- AT NEW CMU WALL INFILL SEE CMU WALL SCHEDULE PROVIDE REINF. AT JAMBS PER 19 / S2.1 SHORE EXISTING OPENING AS REQ'D. SEE GEN. NOTES SU6 A 7 S2.1 ------------------------------------------------------------------------------------------------------------------- ASI-01 8 S2.1 ------------------------------------------------------------------------------------------------------------------- CONTRACTOR TO REMOVE BLOCK AS REQUIRED TO MATCH THE TOP OF WALL ELEVATION OF EXISTING SOUTH WALL. DECKING SCHEDULE 5/8" OSB SHEATHING SEE S0.1, NOTE WF9D-1 MARK TYPE DETAILS NOTES AT NEW ROOF B 1 A SLAB AND BUILDING BY OTHERS 6' - 0" 6 S2.1 ------------------------------------------------------------------------------------------------------------------- 3 S2.1 TYP. -------------------------------------------------------------------------------------------------------------------3' - 9"8' - 1"H1 LOAD-BEARING CMU HEADER SCHEDULE SEE BELOW MARK SIZE NOTES H2 SEE DETAIL .C8x11.5 AND PL3/4x8 w/ BOTTOM PL3/8x1'-0" GEOMETRY DOUBLE ANGLE 8" CMU WF w/ BOTTOM PL BLOCK CMU: (2)-L5x3 1/2x3/8 (LLV), 8" MIN. BEARING NOTES: 1) FOR HEADERS NOT DESIGNATED ON PLAN (INCLUDING MEP WALL PENETRATIONS) & FOR HEADERS @ NON LOAD-BEARING CMU WALLS, SEE CONCRETE MASONRY SECTION OF STRUCTURAL NOTES. 2) LOAD BEARING HEADERS SHALL HAVE SLIP CONNECTIONS PER TYP. BEAM BEARING @ CMU DETAIL. 3) FOR HEADERS SUPPORTING CMU w/ SPANS ≥6'-0", PROVIDE FIELD WELDED DBA's TO MATCH VERTICAL WALL REINFORCEMENT SIZE & SPACING. 4) WHERE EXPOSED, EXTERIOR HEADERS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION, SEE STRUCTURAL NOTES. 1/4 3-12 DOUBLE ANGLE CHANNEL w/ PLATES 3-6 /4 S2.1 CMU WALL SCHEDULE #5 @ 24" O.C. MARK WALL SIZE NOTES 8" VERT. REINFORCEMENT HORIZ. REINFORCEMENT LADDER TYPE @ 16" O.C.W1 NOTES: 1) CMU WALLS SHOWN ON PLAN ARE TYPE W1, U.N.O. ALL CMU WALL INFILL TO BE TYPE W1. 2) SEE STRUCTURAL NOTES FOR NON-LOAD BEARING MASONRY WALL REINFORCEMENT. SEE DETAILS & ./1 S2.1 /2 S2.1 © DLR GroupREVISIONS 7/20/2020 4:08:42 PMBIM 360://11-20108-00 Old Station Craft Meats/RRE20045 Old Station Craft Meats_Central_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set STRUCTURAL FRAMING S1.1450 6th St.Waukee IowaPLAN NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL RELEVANT EXISTING INFORMATION, INCLUDING EXISTING DIMENSIONS, CONDITIONS AND FRAMING 2. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND/OR UNDERPINNING OF EXISTING STRUCTURE NEEDED TO ACCOMODATE NEW CONSTRUCTION 3. SEE SHEET S2.1 FOR TYPICAL FOUNDATION / SLAB DETAILS NORTH 1/4" = 1'-0"A FOUNDATION PLAN NORTH 1/4" = 1'-0"B FRAMING PLAN - ROOF PLAN NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL RELEVANT EXISTING INFORMATION, INCLUDING EXISITNG DIMENSIONS, CONDITIONS AND FRAMING 2. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND/OR UNDERPINNING OF EXISING STRUCTURE NEEDED TO ACCOMODATE NEW CONSTRUCTION 3. SEE SHEET S4.1 FOR TYPICAL FRAMING DETAILS. 4. ALL MASONRY WALL PENETRATIONS LARGER THAN 12" WIDE WILL REQUIRE A HEADER. FOR HEADERS NOT DESIGNATED ON PLAN (INCLUDING MEP WALL PENETRATIONS) & NON-LOAD BEARING CMU WALLS, SEE STRUCTURAL NOTES, SECTION CM 5. CONTRACTOR TO COORDINATE NEW ROOFING INSTALLATION WITH OWNER'S ROOFING CONTRACTOR. NORTH 1/4" = 1'-0"C PARTIAL FOUNDATION PLAN - WALK-IN COOLER ASI-01 JUL 22, 20 ASI-01 SEE PLAN T/ FOOTING 6" 2' - 0" VERIFY EXISTING FOUNDATION CONDITIONS #4 x 2'-6" DOWELS w/ HILTI HIT-HY 200 EPOXY MATCH FROST WALL REINFORCEMENT SPACING FROST WALL SEE PLAN MATCH EXISTINGNEWEXISTING EXISTING, V.I.F. T/ SLAB EXISTING, V.I.F. T/ FOOTING EXISTING SLAB ON GRADE 8"5"SLOPE #4 AT 9" O.C. EACH WAY (SEE NOTE 2) 1'-6" 1'-6" 4" VOID FORM #4 DOWELS @ 24" O.C. #4 AT 12" O.C. (CENTERED) EXPANSION MATERIAL, TYP.3' - 6" MIN.NOTE: 1. CONTRACTOR TO PROVIDE 4" BEARING @ STOOP WALL WHERE EXTERIOR PAVEMENT/SIDEWALK OCCURS. SEE ARCH AND CIVIL DRAWINGS FOR LOCATIONS. 2. WHERE 4" OF BEARING ON EXISTING FOUNDATION IS NOT AVAILABLE, EMBED REINFORCEMENT INTO EXISTING FOOTING WITH HILTI HY-200 EPOXY (MIN. EMBED. = 4"). SEE PLAN EXISTING CMU WALL SEE PLAN #4 DOWEL w/ HILTI HY-200 EPOXY AT 24" O.C. (MIN. EMBED. = 4") 4" MIN. 1'-6" SEE ARCH. T/ OPENING EXISTING CMU WALL CHANNEL SEE HEADER SCHEDULE 3/4"Ø THROUGH BOLT AT 16" O.C. PL3/8x12 CONT. 1/4 3-6 A A GROUT TWO COURSES SOLID 2" 4" 2" 3" 3" 2" TYP. 8" PROVIDE (2) 3/4"Ø THROUGH BOLTS AT EA. END NOTES: 1. SEE ARCH. FOR NON-STRUCTURAL COMPONENTS. PL3/4x8 CONT. EXISTING, V.I.F. T/ SLAB EXISTING, V.I.F. T/ FOOTING CMU WALL INFILL SEE PLAN EXISTING SLAB ON GRADE VERIFY IN FIELD #5 x 3'-0" DOWEL + HILTI HIT-HY 200 EPOXY (EMBED. = 5") MATCH VERT. REINF. SPACING EXISTING V.I.F. AT WALL INTERSECTION AT CONTROL JOINT AT BEAM/JOIST BEARING AT JAMB SEALANT FLUSH w/ MORTAR JOINT CUT HORIZ. JOINT REINF. @ CONTROL JOINT (1) VERTICAL BAR EA. SIDEFLANGED NEOPRENE CONTROL JOINT (2) VERTICAL BARS (3) VERTICAL BARS EA. SIDE FOR OPENINGS ≥8'-0" (2) VERTICAL BARS EA. SIDE FOR OPENINGS 4'-0" THRU 7'-11" (1) VERTICAL BAR EA. SIDE FOR OPENINGS < 4'-0" (1) VERTICAL BAR (2) VERTICAL BARS AT WALL INTERSECTION JOINT JOINT HORIZ. REINF. SEE STRUCTURAL NOTES, TYP. EXISTING CMU WALL, V.I.F. NOTES: 1. CONTRACTOR TO VERIFY EXISTING VERTICAL REINF. SIZE AND SPACING. SEE PLAN NOTES. EXISTING, V.I.F. TRUSS BEARING (1) COURSE BOND BEAM w/ (2) -#5 CONT. DOUBLE 2x TREATED TOP PLATE w/ 5/8" Ø HILTI KWIK HUS-EZ @ 32" O.C. (MIN. EMBED = 4 1/4") 2x HEEL BLOCKING BETWEEN EA. TRUSS, MATCH TRUSS HEEL. SHEAR WALL EDGE NAILING FROM WALL SHEATHING INTO HEEL BLOCKING 2x6 BLOCKING BETWEEN EA. TRUSS, MATCH ROOF DIAPHRAGM EDGE NAILING FROM 2x6 TO HEEL BLOCKING ROOF SHEATHING AND NAILING PER STRUCTURAL NOTES PRE-ENGINEERED WOOD ROOF TRUSS BY CONTRACTOR, SEE PLAN MIN. 18"HEEL HEIGHT, HSIMPSON H2.5A TIE DOWN 15/32" EXTERIOR PLYWOOD PRE-ENGINEERED WOOD ROOF TRUSS, BY CONTRACTOR, SEE PLAN EXISTING CMU WALL, SEE ARCH SEE ARCH. TRUSS BEARING 2x8 BLOCKING B/W JOISTS w/ (2) -1/4"Ø TAPCON SCREW ANCHORS AT 24" O.C. 1 3/4"4"ROOF SHEATHING, SEE PLAN SEE STRUCTURAL NOTES FOR FASTENING EXISTING CMU WALL, V.I.F. NOTES: 1. CONTRACTOR TO VERIFY EXISTING VERTICAL REINF. SIZE AND SPACING. SEE PLAN NOTES. EXISTING, V.I.F. TRUSS BEARING 2x6 BLOCKING BETWEEN EA. TRUSS, MATCH ROOF DIAPHRAGM EDGE NAILING FROM 2x6 TO HEEL BLOCKING ROOF SHEATHING AND NAILING PER STRUCTURAL NOTES PRE-ENGINEERED WOOD ROOF TRUSS BY CONTRACTOR, SEE PLAN EXISTING BOWSTRING TRUSS, V.I.F. EXISTING PILASTER, V.I.F. DOUBLE 2x TREATED TOP PLATE w/ 5/8" Ø HILTI KWIK HUS-EZ @ 32" O.C. (MIN. EMBED = 4 1/4") (1) COURSE BOND BEAM w/ (2) -#5 CONT. SIMPSON H2.5 TRUSS TIE DOWN EXISTING PURLINS & ROOF SHEATHING HEEL HEIGHT, MIN. 18"15/32 PLYWOOD 2x HEEL BLOCKING BETWEEN EA. TRUSS, MATCH TRUSS HEEL. SHEAR WALL EDGE NAILING FROM WALL SHEATHING INTO HEEL BLOCKING NEW CMU WALL SEE WALL SCHEDULE EXISTING, V.I.F. TRUSS BEARING EXISTING STEEL BEAM VERIFY HOLDDOWN AT ENDS AND REPLACE AS REQUIRED DOUBLE 2x TOP PLATE (1) COURSE BOND BEAM w/ (2) #5 CONT. L5x3x1/4 x 0'-8" @ 4'-0" O.C. BOTH SIDES +/-2" CONT. GROUT BED CUT TOP COURSE AS REQ'D GROUT SOLID 1/4TYP. 2x6 FRAMING @ 16" O.C. CONT. 2x NAILER w/ 1/2"Ø A307 BOLTS. USE EXISTING HOLES. CONTRACTOR TO CONFIRM EXISTING HOLE SIZE S2.1 8 © DLR GroupREVISIONS 7/20/2020 4:08:44 PMBIM 360://11-20108-00 Old Station Craft Meats/RRE20045 Old Station Craft Meats_Central_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set STRUCTURAL DETAILS S2.1450 6th St.Waukee Iowa3/4" = 1'-0"3 FROST WALL PERPENDICULAR TO EXISTING 3/4" = 1'-0"6 TYP. STOOP SECTION 3/4" = 1'-0"4 CHANNELS SUPPORTING CMU WALL ASI-01 JUL 22, 20 3/4" = 1'-0"1 CMU INFILL AT EXISTING FOOTING N.T.S.2 TYP. CMU WALL REINF. 3/4" = 1'-0"5 NEW ROOF TRUSS AT EXISTING BEARING WALL 1 1/2" = 1'-0"7 ROOF SHEATHING AT EXISTING CMU ASI-01 ASI-01 3/4" = 1'-0"8 FRAMING DETAIL ASI-01 3/4" = 1'-0"9 FRAMING DETAIL 1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH-IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. ANY REWORK OF INSTALLED EQUIPMENT WILL BE AT CONTRACTORS EXPENSE. 2. INCORPORATE INTO INSTALLATION MECHANICAL SPECIFICATIONS, DRAWINGS, STATE AND LOCAL CODES, AND OTHER APPLICABLE REQUIREMENTS. 3. WARNING - CALL 48 HOURS BEFORE YOU DIG: LAW REQUIRES ANYONE DOING ANY EXCAVATION, FENCING, PLANTING OR DRILLING TO CALL 48 HOURS IN ADVANCE. HAND DIG WITHIN 18 INCHES OF ANY LOCATE MARK OR FLAG. ONE CALL 811. 4. ON COMPLETION OF THE INSTALLATION, MECHANICAL CONTRACTOR SHALL COOPERATE WITH THE OWNER TO PROVIDE ANY NECESSARY ADJUSTING AND BALANCING TO OBTAIN PROPER OPERATION OF ALL EQUIPMENT AND SYSTEMS. CONTRACTOR SHALL PROVIDE ALL FACILITIES AND EQUIPMENT, AND MAKE ALL TESTS, REQUIRED FOR ADJUSTMENTS AND BALANCING TO ESTABLISH THE PROPER PERFORMANCE OF ANY PIECE OF EQUIPMENT. 5. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRESTOPPING AND TO ARCHITECTURAL CODE PLAN FOR FIRE RATED WALLS AND FLOORS. EACH TRADE IS RESPONSIBLE TO FIRESTOP PENETRATIONS THROUGH RATED ASSEMBLIES. 6. EACH TRADE IS RESPONSIBLE TO MAKE PENETRATIONS WHERE REQUIRED IN EXISTING WALLS, FLOORS, AND CEILINGS. PENETRATIONS SHALL BE NEAT. ANY OVERCUT SHALL BE CONCEALED OR CAULKED. 7. ALL EXPOSED WALL PENETRATIONS SHALL BE COVERED BY ESCUTCHEONS OR SHEET METAL AS APPROPRIATE. 8. ALL CONCEALED AND EXPOSED PIPING AND DUCT WALL PENETRATIONS SHALL BE CAULKED TO PREVENT NOISE TRANSFER BETWEEN SPACES. 9. CONTRACTOR SHALL BE RESPONSIBLE TO CREATE NECESSARY OPENINGS TO THE BUILDING TO REMOVE EXISTING ITEMS AND TO BRING IN NEW EQUIPMENT. ALL OPENINGS CREATED SHALL BE PATCHED AND FINISHED WITH MATERIALS TO MATCH EXISTING CONDITIONS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR THIS WORK. 10. MECHANICAL CONTRACTOR SHALL WARRANT ALL EQUIPMENT AND INSTALLATION PER THE CONTRACT DOCUMENTS. CONDITIONING REFRIGERATION SYSTEMS SHALL BE WARRANTED FOR A MINIMUM OF 5 YEARS, PARTS ONLY, NON-PRORATED, FROM THE DATE OF OCCUPANCY OR SUBSTANTIAL COMPLETION, OR WHICHEVER OCCURS FIRST. THE WARRANTY SHALL APPLY TO COMPRESSORS, EVAPORATORS, AND CONDENSER COILS, HIGH AND LOW SIDE PIPING AND PIPING SPECIALTIES WHICH SHALL INCLUDE EXPANSION AND SOLENOID VALVES, RELIEF VALVES, FILTER-DRYER, AND SIGHT GLASSES. PRESSURE GAUGES AND PRESSURE SWITCHES ARE NOT UNDER THE EXTENDED WARRANTY EXCEPT FOR LOSS OF REFRIGERANT AND CONSEQUENTIAL DAMAGE TO THE SYSTEM WHICH WILL BE AN EXTENDED WARRANTY OBLIGATION. ALL DEFECTS THAT BECOME APPARENT WITHIN THE WARRANTY PERIOD SHALL BE REPAIRED BY THE MECHANICAL CONTRACTOR AS DIRECTED BY THE ENGINEER THROUGH THE OWNERS REPRESENTATIVE. WARRANTY WILL NOT OBLIGATE THE MECHANICAL CONTRACTOR TO REPAIR DAMAGE RESULTING FROM ACCIDENT OR IMPROPER OPERATION OF CARE ON THE PART OF THE OWNER, AND NOT DUE TO DEFECTIVE MATERIAL OR INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS AND OTHER WARRANTY INFORMATION. MECHANICAL - GENERAL NOTES GENERAL NOTE: UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN SHOWN BASED UPON INFORMATION OBTAINED FROM FIELD LOCATIONS BY UTILITY COMPANIES, AVAILABLE SURVEYS AND RECORDS. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS ALSO POSSIBLE THAT THERE MAY BE OTHER UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES IN EXISTENCE THAT ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF EACH INDIVIDUAL PARTY REFERENCING THIS PLAN TO DETERMINE THE EXACT LOCATION AND TYPE OF UNDERGROUND FACILITIES ON THE SITE. HAND EXCAVATE AT CRITICAL POINTS AS NECESSARY TO VERIFY LOCATIONS, SIZES, ELEVATIONS, FLOW LINES, ETC. IF A PROBLEM OR INTERFERENCE EXISTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING. IOWA ONE CALL 1-800-292-8989 CALL - BEFORE - YOU - DIG 1. MECHANICAL DEMOLITION DRAWINGS SHOWING EXISTING CONDITIONS HAVE BEEN PREPARED BASED ON FIELD OBSERVATION AND ORIGINAL DRAWINGS. ADDITIONAL COMPONENTS MAY EXIST, WHICH MAY NOT BE SHOWN, AND SUCH ITEMS SHALL BE DEALT WITH IN A MANNER SIMILAR TO THOSE ITEMS WHICH DO SHOW. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS. 2. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING MECHANICAL SYSTEMS WHICH WILL BE AFFECTED BY THE DEMOLITION WORK. CONTRACTOR SHALL OBTAIN PERMISSION FROM OWNER'S REPRESENTATIVE TO SHUT OFF SERVICES OR SYSTEMS WHICH MAY AFFECT OTHER AREAS BEYOND THE LIMITS OF THE IMMEDIATE DEMOLITION AREA. SUCH PERMISSION WILL BE GRANTED ONLY AFTER OWNER'S REPRESENTATIVE IS INFORMED OF THE REASON FOR AND DURATION OF THE SHUTDOWN AND IS SATISFIED THAT THE SHUTDOWN CAN BE MADE WITH AS LITTLE INCONVENIENCE TO OTHER AREAS AS POSSIBLE. 3. PIPING, HANGERS, DUCTWORK, GRILLES, REGISTERS, DIFFUSERS, ETC., SHOWN ON PLANS SHALL BE REMOVED UNLESS NOTED OTHERWISE. REMOVAL SHALL BE DONE IN A TIMELY MANNER IN ACCORDANCE WITH THE GENERAL DEMOLITION WORK. COORDINATE WITH THE OWNER AND OTHER CONTRACTORS. 4. EQUIPMENT AND/OR MATERIALS SCHEDULED FOR ABANDONMENT AND REMOVAL ARE TO BECOME CONTRACTOR'S SALVAGE AND SHALL BE HAULED AWAY FROM THE SITE PROMPTLY. EXCEPTION SHALL BE THE EQUIPMENT LISTED FOR DISTRICT SALVAGE. 5. REMOVE ALL ABANDONED PIPING AND DUCTWORK. REFER TO ARCH PLANS FOR CEILINGS TO BE REMOVED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR OR REPLACEMENT OF TELECOMMUNICATIONS FACILITIES OR EQUIPMENT FOUND TO BE DAMAGED OR NON-FUNCTIONAL AFTER SUBSTANTIAL COMPLETION. MECHANICAL – DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES AS DESCRIBED IN MECHANICAL GENERAL NOTE #1. 2. MECHANICAL CONTRACTOR TO PROVIDE A COMPLETE HVAC SYSTEM, INCLUDING SUPPLY, RETURN, EXHAUST, AND VENTILATION DUCTWORK, MECHANICAL EQUIPMENT, SUPPORTS, HANGERS, DIFFUSERS, GRILLES, REGISTERS, AND ALL APPURTENANCES. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. INSTALL SYSTEM TO MEET ALL CITY AND STATE CODES AND REQUIREMENTS. 3. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF DUCT SYSTEM. INDICATED DUCT LOCATIONS, CONFIGURATIONS, AND ARRANGEMENTS WERE USED TO SIZE DUCTS AND CALCULATE FRICTION LOSS FOR AIR- HANDLING EQUIPMENT SIZING AND FOR OTHER DESIGN CONSIDERATIONS. INSTALL DUCT SYSTEMS AS INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON SHOP DRAWINGS AND COORDINATION DRAWINGS. 4. ALL DUCT DIMENSIONS LISTED ARE INTERIOR FREE AREA DUCT DIMENSIONS AND DO NOT INCLUDE INSULATION REQUIREMENTS. 5. CONTRACTOR TO SEAL ALL WALL DUCT PENETRATIONS. PROVIDE FIRE CAULKING ASSEMBLIES FOR PENETRATIONS OF RATED WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR WALL RATINGS. DUCT INSULATION TO CONTINUE THRU WALL PENETRATIONS UNBROKEN, EXCEPT WHERE FIRE OR FIRE/SMOKE DAMPERS ARE INSTALLED. SEAL AROUND DUCT INSULATION AT WALL PENETRATIONS. HVAC - NOTES 1. CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES AS DESCRIBED IN MECHANICAL GENERAL NOTE #1. 2. CONTRACTOR TO PROVIDE A COMPLETE PLUMBING SYSTEM, INCLUDING, PIPE, INSULATION, HANGERS, SUPPORTS, EQUIPMENT, WATER HEATERS, FIXTURES, MIXING VALVES, VALVES, AND ALL APPURTENANCES. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. SIZE AND INSTALL PLUMBING SYSTEM PER PLUMBING CODE. COMPLY WITH ALL LOCAL AND STATE CODES AND REQUIREMENTS. 3. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PLUMBING SYSTEM. 4. EXISTING PIPING AND EQUIPMENT LOCATIONS SHOWN ARE BASED ON ORIGINAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR LOCATING PIPING UNDER GROUND OR IN WALLS/CHASES WHERE WORK IS REQUIRED. 5. CONTRACTOR TO SEAL ALL WALL PIPE PENETRATIONS. PROVIDE FIRE CAULKING ASSEMBLY FOR PENETRATIONS OF FIRE RATED WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR WALL RATINGS. PIPE INSULATION TO CONTINUE THRU WALL PENETRATIONS UNBROKEN. SEAL AROUND PIPE INSULATION AT WALL PENETRATIONS. 6. PLUMBING CONTRACTOR IS RESPONSIBLE FOR COST OF MEDICAL GAS CERTIFICATION DUE TO MEDICAL GAS MODIFICATIONS MADE ON THIS PROJECT TO THE OXYGEN AND MEDICAL AIR SYSTEMS. CERTIFICATION SHALL OCCUR PER NFPA 99, 2012 VERSION, AND PER SPECIFICATIONS. PLUMBING - NOTES ROUND DUCT (DIAMETER/SYSTEM) RECTANGULAR DUCT (WIDTH/HEIGHT/SYSTEM) VOLUME CONTROL DAMPER HIGH EFF. TAKE OFF FITTING w/ VOLUME DAMPER FLEXIBLE DUCTWORK SUPPLY (SA), OUTSIDE (OA), VENTILATION (VA) AIR DUCT (UP/DOWN/SECTION) DUCT END CAP RETURN (RA) AIR DUCT (UP/DOWN/SECTION) EXHAUST (EA) AIR DUCT (UP/DOWN/SECTION) CEILING DIFFUSER HUMIDISTAT EXTERIOR LOUVER THERMOSTAT X - # #x#/CFM FIXTURE IDENTIFICATION TAG NECK SIZE / CFM RECT.RND.OVAL H.V.A.C. / DUCTWORK SYMBOLS 10/6 SA 10 Ø SA H T CD RS REFRIGERANT SUCTION COIL CONDENSATE DRAIN RL REFRIGERANT LIQUID THERMOMETER MECHANICAL PIPING SYMBOLS DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. FLOOR DRAIN HOSE BIBB FLOOR CLEAN OUT H FCO RHW HW CW G (XX) V NATURAL GAS (PSIG) VENT SAN SANITARY FD PLUMBING NEW CONNECTION POINT POINT OF DISCONNECT EQUIPMENT IDENTIFICATION TAG SHEET REFERENCE SECTION CUT REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE EXISTING = HALFTONE LINEWORK NEW = DARK LINEWORK DEMO = DASHED DARK LINEWORK KEYNOTE GENERAL SYMBOLS XXX X SHEET REFERENCE DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE 1 A101 SIM A101 1 SIM # 1. THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. RECORD DRAWINGS:300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/20/2020 2:10:17 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_MECH_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set MECHANICAL SYMBOL LEGEND & GENERAL NOTES M000450 6th St.Waukee IowaI hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa (signature) License Number : Pages or sheets covered by this seal: (date) My license renewal date is December 31,ENGNEERIAOFESSION SEDP R AIOWLICEN L MARK T. LACROIX, P.E. MARK T. LACROIX 2021 1715617156 MECHANICAL AND PLUMBING 3/26/2020 T T H CU 1 CU 2 F 1 D 1 ERV 1 16x1420x14 6x4 10 Ø 8 Ø 6x618x14 18x1814x1410x14 12 Ø 10 Ø 10 Ø 8 Ø ERV 2 F 2 CD-1 8"/200 CD-1 10"/375 CD-1 10"/375 SG-1 10X6/175 SG-1 10X6/175 SG-1 10X6/175 SG-1 10X6/175 CUH 1 CUH 2 CUH 3 EF 1 1 SG-1 6X4/50 SG-1 6X4/50 6 Ø 6 Ø 1 EF 2 12x8 SG-1 10X6/190 SG-1 10X6/190 SG-1 10X6/190 SG-1 10X6/190 SG-1 10X6/190 SG-1 10X6/190 SG-1 6X4/50 16x10 6x42 2 2 2 2 2 33 33 INTAKE LOUVER LV-1 ABOVE ROOF OF ADDITION. INTAKE LOUVER LV-2 4 4 ALL EXPOSED ROUND DUCT TO BE DOUBLE WALL INSULATED SPIRAL WITH PAINT GRIP FINISH. ALL EXPOSED ROUND DUCT TO BE DOUBLE WALL INSULATED SPIRAL WITH PAINT GRIP FINISH. 12x8 12x85 12x8 12x812x86 7 6 7 INSTALL DUCTWORK AND EQUIPMENT AS HIGH AS POSSIBLE.8 Ø8 Ø 8 Ø KEYNOTES 1 6" EXHAUST DUCT UP THROUGH ROOF. TERMINATE WITH EXHAUST FAN MANUFACTURER PROVIDED ROOF TERMINATION. 2 ROUTE DUCTWORK THROUGH 14"X14" OPENINGS IN WOOD BOW TRUSSES. 3 ROUTE FURNACE INTAKE AND EXHAUST THROUGH ROOF WITH CONCENTRIC FITTING. 4 ENERGY RECOVERY VENTILATOR TO BE CONTROLLED BYPROGRAMMABLE TIME CLOCK. TIME CLOCK INSTALLED AND WIRED BY MC. 5 12X8 EXHAUST UP THROUGH ROOF. TERMINATE WITH GOOSENECK FITTING. COVER OPEN END OF DUCT WITH BIRDSCREEN. 6 RETURN DUCT OPEN TO CEILING PLENUM. 7 EXHAUST DUCT OPEN TO CEILING PLENUM. GENERAL NOTES: 1. REFER TO M000 FOR GENERAL NOTES & SYMBOLS. 2. REFER TO M300 FOR MECHANICAL DETAILS AND SCHEDULES. 3. BRANCH DUCT SIZES TO AIR TERMINALS SHALL MATCH NECK SIZE OF GRILLE, REGISTER, OR DIFFUSER UNLESS NOTED OTHERWISE. 4. MAXIMUM FLEXIBLE DUCT LENGTH TO DIFFUSERS SHALL BE 60”, WITH MAXIMUM OF ONE 90 DEGREE ELBOW. 5. ROUTE AND SIZE REFRIGERANT PIPING PER MANUFACTURER RECOMMENDATIONS.300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/20/2020 2:10:17 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_MECH_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set FIRST FLOOR HVAC PLAN M100450 6th St.Waukee IowaSCALE:1/4" = 1'-0" HVAC FLOOR PLAN ASI-01 JUL 22, 20 ASI-01 USE THIS DESIGN WHERE ROUND 90°ELS ARE SHOWN ON PLANS USE THIS DESIGN WHERE SQUARE 90° ELS ARE SHOWN ON PLANS OR IF SPACE CONDISIONS DO NOT PERMIT INSTALLATION OF ROUND 90° ELS. TURN VANES - SEE DETAIL THIS SHEET USE THIS DESIGN WHERE ROUND 45° ELBOWS ARE SHOWN ON PLANS TURN VANES - SEE DETAIL THIS SHEET USE THIS DESIGN WHERE ROUND 45° ELBOWS ARE SHOWN ON PLANS SLOPE NOT TO EXCEED 1" IN 4" RECTANGULAR DUCT SLOPE NOT TO EXCEED 1" IN 4" ROUND DUCT CONNECTION LINKAGE DOUBLE ACTING BLADES HINGE POINT OPERATING SHAFT FOR QUADRANT OR MOTOR ROUND 90° ELBOW SQUARE 90° ELBOW ROUND 45° ELBOW SQUARE 45° ELBOW CONSTRUCTION OF 45° ELBOWSCONSTRUCTION OF 90° ELBOWS TYPICAL RECTANGULAR TRANSITION TYPICAL RECTANGULAR TO ROUND TRANSITION DETAIL OF TURN VANES TYPICAL VOLUME DAMPER INSTALLATION NOTES: 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. 2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL AS SPECIFIED. 3. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT. 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. 8. INSTALL FIRE DAMPERS IN ACCORDANCE TO ALL APPLICABLE REQUIREMENTS INCLUDING UL 555. 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. 10. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING SHOULD BE USED. 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND AIR HANDLING UNITS. 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT."W"CL CL "W"1 1/2W"W""W""W""W"CLCL 1 1/2W "W""W"2 " R A D IU S 1" R1" 1"1" 1" RADIUS ELBOW WITH SQUARE THROAT NOT ALLOWED USAGE OF THIS TYPE OF ELBOW WILL RESULT IN REMOVAL AND REPLACEMENT WITH RADIUS ELBOW OR VANED MITERED ELBOW AT CONTRACTOR'S EXPENSE. DOUBLE WALL VANE FLEX DUCT MAX. 6'-0" FLEX DUCT SIZE SHALL MATCH NECK SIZE COLLAR SUPPLY DUCT CEILING OPPOSED BLADE DAMPER DRAW BAND WITH SILICONE SEALER MANUAL DAMPER CEILING DIFFUSER VIEW: SIDE OF DUCT CONNECTION CEILING O.A. INTAKE LOUVER PROVIDE WEEP HOLES IN BOTTOM OF LOUVER INSULATION SEAL ALL JOINTS WATER TIGHT 24"x24" ACCESS DOOR NO SCALEM300 1 LOW VELOCITY DUCT LAYOUT DETAILS NO SCALEM300 2 DIFFUSER CONNECTION DETAIL (TYP.)300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/20/2020 2:10:20 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_MECH_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set MECHANICAL DETAILS AND SCHEDULES M300450 6th St.Waukee Iowa2. FINAL COLOR TO BE SELECTED BY ARCH. 1. PROVIDE UNIT WITH INTEGRAL DISCONNECT AND INTEGRAL THERMOSTAT. NOTES: NOTES 1,2 1,2 1,2 VOLTAGE/PH 208/1 208/1 208/1 AMPS 10.0 10.0 10.0 KW 2 2 2 CFM 160 160 160 SERVES OLD STATION CRAFT MEATS OLD STATION CRAFT MEATS TENNANT SPACE TYPE RECESSED RECESSED RECESSED MODEL #WAI WAI WAI MANUFACTURER INDEECO INDEECO INDEECO REFERENCE CUH-1 CUH-2 CUH-3 CABINET UNIT HEATER SCHEDULE 1. DISCONNECT FURNISHED BY ELECTRICAL CONTRACTOR. NOTES: NOTES 1 1 MOCP 50 45 MCA (EA) 33 24 FLA 25 19.9 VOLTAGE/PH (EA) 208/1 208/1 NOMINAL TONS 5 4 DIMENSIONS (LxWxH) 35.5X35.5X38.25 35.5X35.5X36.25 WEGHT (LBS) 260 200 COMPRESSORS 1 1 SERVES F-1 F-2 MODEL # GSX140601 GSX140481 MANUFACTURER GOODMAN GOODMAN REFERENCE CU-1 CU-2 CONDENSING UNIT 3. PROVIDE WITH HUMIDISTAT CONTROL. 2. 3/4" DRAIN CONNECTION. 1. PROVIDE WITH POWER CORD. NOTES: NOTES 1, 2, 3 MOCP 20 AMPS 13.2 VOLTAGE/PH 120/1 STATIC PRESS 0.2" CFM 450 SERVES ERV-1 MODEL # XT205H MANUFACTURER ULTRA-AIRE REFERENCE D-1 DEHUMIDIFIER 2. 2" LINER ON VENTILATION AND EXHAUST NEAR ERV. 1. SEE SPECIFICATIONS FOR INSULATION AND LINER REQUIREMENTS NOTES: RECTANGULAR TRANSFER 1" X RECTANGULAR EXHAUST 1" X RECTANGULAR VENTILATION 1" X RECTANGULAR RETURN 1" X ROUND SUPPLY EXPOSED 1"X ROUND SUPPLY 1-1/2"X RECTANGULAR SUPPLY 1" X SYSTEM THICKNESS INTERIOR ACOUSTICAL LINER FLEXIBLE FIBERGLASS WRAP DOUBLE-WALL INSULATED DUCTWORK INSULATION SCHEDULE 3. PROVIDE WITH PROGRAMMABLE TIME CLOCK SET FOR 7:00 AM ON AND 8:00 PM OFF. 2. PROVIDE WITH NON-FUSED DISCONNECT. 1. PROVIDE UNIT WITH SINGLE POINT POWER CONNECTION. NOTES: NOTES 1,2,3 1,2,3 UNIT WEIGHT (LBS) (CURB NOT INCL.) 190 70 MOPD 15 15 MCA 4.9 10 VOLTAGE/PH 208/1 120/1 UNIT DATA WINTER LAT (DB/WB) °F 45.8/38.2 51.3/42.1 WINTER RAT (DB/WB) °F 70/54.4 70/54.4 WINTER EAT (DB) °F -15 -15 SUMMER LAT (DB/WB) °F 80.7/68.9 79.4/68.3 SUMMER RAT (DB/WB) °F 75/62.6 75/62.6 SUMMER EAT (DB/WB) °F 95/76 95/76 ENERGY RECOVERY CORE MOTOR HP 0.6 0.2 ESP (IN. W.C.)0.5 0.5 EXHAUST CFM 458 170 ESP (IN. W.C.)0.5 0.5 SUPPLY CFM 450 170 AIR FLOW SERVES OLD STATION CRAFT MEATS TENNANT SPACE MODEL #EV450IN EV240 MANUFACTURER RENEWAIRE RENEWAIRE REFERENCE ERV-1 ERV-2 ENERGY RECOVERY VENTILATOR 3. FAN TO BE WIRED BY EC TO WORK WITH THE LIGHT FIXTURE CIRCUIT. 2. EC TO PROVIDE STARTER/DISCONNECT. 1. PROVIDE WITH GRAVITY BACKDRAFT DAMPER AND WALL OR ROOF TERMINATION KIT. NOTES: NOTES 1,2,3 1,2,3 VOLTAGE/PH 120/1 120/1 MOTOR HP 54.3 WATTS 54.3 WATTS DAMPER TYPE MANUAL MANUAL SONES 2.0 2.0 SPEED CONTROL (YES/NO) NO NO BELT/DIRECT DIRECT DIRECT FAN RPM 900 900 ESP (IN. W.C.)0.1 0.1 CFM 80 80 SERVES RESTROOM 02 RESTROOM 09 TYPE CEILING CEILING MODEL #GC-148 GC-148 MANUFACTURER COOK COOK REFERENCE EF-1 EF-2 FAN SCHEDULE 3. PROVIDE WITH 7 DAY PROGRAMMABLE THERMOSTAT. 2. PROVIDE WITH SINGLE POINT POWER CONNECTION. 1. REFER TO DRAWINGS FOR RIGHT/LEFT ORIENTATION. NOTES: NOTES 1,2,3 1,2,3 MOCP 15.0 15.0 MCA 14.1 14.1 VOLTAGE/PH 120/1 120/1 CAPACITY (MBH) 92.10 73.70 INPUT (MBH) 100.00 80.00 ESP (IN. W.C.) 0.5 0.5 CFM 1,600 1,200 DIMENSIONS (LxWxH) 28.25x21x34.5 28.25x21x34.5 WEGHT (LBS) 141 139 SERVES OLD STATION CRAFT MEATS TENNANT SPACE TYPE HORIZONTAL HORIZONTAL MODEL # GMES921004CN GMES920804CN MANUFACTURER GOODMAN GOODMAN REFERENCE F-1 F-2 FURNACE SCHEDULE 2. PROVIDE WITH WHITE FINISH. 1. REFER TO ARCH DRAWINGS FOR FINAL CEILING TYPE FOR MOUTING TYPE. NOTES: SG-1 (SUPPLY GRILLE) STEEL 1 1/4" SEE DWG INLET +2" NO TITUS 300RL 2 CD-1 (CEILING DIFFUSER) STEEL NA SEE DWG 24x24 NO TITUS OMNI 1,2 REFERENCE MATERIAL MARGIN (IN) INLET (IN) FACE (IN) DAMPER MFR MODEL NOTES GRILLES REGISTERS AND DIFFUSERS SCHEDULE ASI-01 JUL 22, 20 NO SCALEM300 3 TYPICAL INTAKE LOUVER INSTALLATION 2. PROVIDE BIRD SCREEN ON INTERIOR OF LOUVER. BIRD SCREEN SHALL BE OF FLATTENED, EXPANDED ALUMINUM. 3/4 X0.05 INCH THICK. SECURE TO LOUVER FRAME WITH MACHINE SCREWS FINISHED TO MATCH LOUVER. 1. FINAL COLOR SELECTION BY ARCHITECT. NOTES: LV-2 ERV-2 FIXED HEAVY GA / ALUMINUM 18X12X6 170 0.32 0.05 GREENHECK ESD-635 1,2 LV-1 ERV-1 FIXED HEAVY GA / ALUMINUM 30X12X6 450 0.57 0.09 GREENHECK ESD-635 1,2 REFERENCE SERVES TYPE MATERIAL DIMENSIONS CFM FREE AREA (SF) PD (IN WC) MFR MODEL NOTES LOUVERS ASI-01 F 2 F 1 D 1 FD-1 FS-1 FCO-1 FS-1 GI-1 H-1 H-2 CP 1 1 1/4" -G 3/4" -CW3/4" -GWC-1 L-1 WH 1 L-1 WC-1 FCO-1 FCO-1 MB-1 MB-1 BFP-1 4 3/4" -G 1 1/2" -G 5 5 5 3/4" -G 3/4" -CW3/4" -HW1/2" -RHW3/4" -CW3/4" -CW3/4" -HW1/2" -RHW6 7 8 77 8 10 10 11 121212 121212 13 14 3/4" -CW 1/2" -HW 2" -V2" -V 2" -V CU 2 CU 1 15151616 16 16 17171" -CD1" -CD 18 1" -CD 18 3/4" -CD18 RELOCATED GAS METER. 19 21 FD-1 1/2" -CW1/2" -HW1/2" -RHW3/4" -CW 3/4" -HW 1/2" -RHW 11 7 8 11 8 22 22 22 4 2 1/2" -V 11 8 4" -SAN FD FS FCO FD GREASE INTERCEPTOR GI-1. FS MB WC FCO FCO LAV LAV LAV LAV WCMB 1 2 1 33 33 1 4" -SAN 4" -SAN 4" -SAN 9 9 20 SINK SINK 1 1 3 2" -SAN 2" -SAN 4" -SAN GENERAL NOTES: 1. REFER TO M000 FOR GENERAL NOTES & SYMBOLS. 2. REFER TO P300 FOR PLUMBING DETAILS. 3. REFER TO P500 FOR PLUMBING SCHEDULES. 4. REFER TO PLUMBING FIXTURE ROUGH-IN SCHEDULE FOR BRANCH PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 5. COORDINATE PIPE ROUTING WITH DUCTWORK. DUCTWORK HAS PRIORITY OVER PRESSURE PIPING. ROUTE PIPING ABOVE CEILINGS AND WITHIN JOIST SPACES WHERE POSSIBLE. 6. BRANCH PIPING SHALL BE TAKEN OFF THE TOP OF MAIN PIPING. KEYNOTES 1 1 1/2" VENT UP IN WALL ABOVE. 2 SAWCUT FLOOR, MAKE NEW CONNECTION TO EXISTING 3/4" UNDERFLOOR WATER MAIN AND OFFSET TO NEW LOCATION UP THROUGH FLOOR. 3 2" VENT UP IN WALL ABOVE. 4 2 1/2" VENT UP 4" VENT THROUGH ROOF. 5 MAKE GAS CONNECTION TO EQUIPMENT WITH PLUG VALVE AND 6" DIRT LEG. 6 PROVIDE 3/4" BRANCH VALVE AND CAP FOR FUTURE USE. 7 2" VENT DOWN IN WALL TO FIXTURE. 8 1 1/2" VENT DOWN IN WALL TO FIXTURE. 9 CAP SANITARY PIPING BELOW FLOOR FOR FUTURE WATER CLOSET. 10 CW PIPING CAPPED IN WALL FOR FUTURE WATER CLOSET. 11 1 1/4" VENT DOWN IN WALL TO FIXTURE. 12 CW, HW & SANITARY PIPING CAPPED IN WALL FOR FUTURE LAVATORY. 13 3/4" DOMESTIC WATER FROM BELOW FLOOR. SEE DETAIL X/P300 FOR WATER SERVICE PIPING DETAIL. 14 SEE DETAIL 3/P300 AND 6/P300 FOR WATER HEATER AND RECIRC PUMP PIPING DETAIL. 15 ROUTE REFRIGERANT AND GAS PIPING ABOVE CEILING NEXT TO DUCTWORK. 16 CONTRACTOR TO SIZE REFRIGERANT PIPING PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 17 ROUTE WATER HEATER INTAKE AND EXHAUST PIPING THROUGH THE ROOF. TERMINATE WITH CONSENTRIC FITTING. 18 ALL CONDENSATE DRAINAGE PIPING TO BE INSULATED. ROUTE PIPING TO MAIN 1" DRAIN HEADER NEAR WATER SERVICE ENTRANCE. ROUTE 1" MAIN DOWN IN WALL AND ACROSS FLOOR. TERMINATE WITH 90 DEGREE ELBOW TURNED DOWN INTO OPENING IN FLOOR SINK GRATE. 19 REMOVE EXISTING GAS PIPING FROM METER AND IN BUILDING. MAKE NEW CONNECTION AT POINT INDICATED. COORDINATE NEW LOAD OF 339.9 CFH WITH MIDAMERICAN ENERGY 20 CONTRACTOR TO REMOVE EXISTING 4" UNDERFLOOR SANITARY MAIN, WATER CLOSET BRANCHES, LAVATORY BRANCH AND VENT PIPING IN THIS AREA BACK TO POINT OF NEW CONNECTION. MAKE 4" SANITARY MAIN READY FOR NEW CONNECTION. 21 SEAL ALL EXTERIOR WALL PIPING PENETRATIONS WEATHER TIGHT. 22 SINK FURNISHED BY OWNER, INSTALLED AND PIPED MY THIS CONTRACTOR.300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/20/2020 2:10:25 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_MECH_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set PLUMBING PLANS P100450 6th St.Waukee IowaSCALE:1/4" = 1'-0" PLUMBING FLOOR PLAN SCALE:1/8" = 1'-0" PLUMBING FOUNDATION PLAN ASI-01 JUL 22, 20 ASI-01 FOR CONTINUATION AND SIZE, SEE FLOOR PLAN BALL VALVE CHECK VALVE DIAL TYPE PRESSURE GAUGE (0-100 PSIG) GAUGE COCK UNION IN-LINE CIRCULATING PUMP, SEE PUMP SCHEDULE REDUCING TEE (OR TEST PLUG FOR INSERTION OF GAUGE) CLEANOUT WITH-LEVELEZE ADJUSTABLE COLLAR LEVELEZE ADJUSTABLE COLLAR GASKET CLEANOUT PLUG BALANCE OF PIPING SAME AS CLEANOUT TO GRADE INSIDE CAULK CONNECTION SHOWN WITH JOINT GASKET FINISHED FLOOR SECURED RIM & SCORIATED COVER CONCRETE STRUCTURAL SLAB WATER-PROOF MEMBRANE INDIRECT WASTE LINES PIPE SIZE AS NOTED ON PLAN 2X INLET PIPE DIAMETER AIR GAP FINISHED FLOOR NICKEL BRONZE GRATE FINISH FLOOR OR TILE MEMBRANE FLASHING IS REQUIRED FOR SHOWER DRAINS MEMBRANE ANCHOR FLANGEADJUSTABLE COLLAR WITH 1-5/8” TO 2-3/4” ADJUSTMENT TO FINISH FLOOR. DEEP SEAL P-TRAP CONCRETE SLAB EXTERIOR WALL WALL HYDRANT 30" GRADE LEVELFINISHED FLOOR 3/4"CW GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE LOCATION OF SHUT-OFF BALL VALVE TO ENSURE ACCESSIBILITY. PIPE SLEEVE W/ LINK SEAL FLAT PLATE STRAINER 3/4” DRAIN VALVE WITH HOSE THREAD ADAPTER & CAP BALL VALVE 3/4” DOMESTIC COLD WATER PIPE TO BUILDING SEE PLUMBING PLANS FOR LOCATION PETE’S PLUG BACKFLOW PREVENTER BFP-1 STRAINER (TYP.) AIR GAP FITTING (TYP.) DRAIN PIPE TO ABOVE FLOOR SINK (TYP.) PIPE SUPPORT FROM WALL 3/4” BYPASS PIPE WITH BYPASS VALVE LOCKED IN CLOSE POSITION BALL VALVE (TYP.) FLOOR SLAB WATER METER COPPER GROUND BOND WIRE BY ELECTRICAL CONTRACTOR 3/4” DOMESTIC WATER SERVICE ENTRANCE, SEE PLUMBING DRAWINGS FOR LOCATION D G VACUUM RELIEF VALVE THERMOMETER W/WELL SHUTOFF VALVE (TYPICAL) UNION (TYPICAL) A.S.M.E. APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE RELIEF PIPE-FULL SIZE OF DISCHARGE OPENING DRAIN VALVE TO FLOOR SINK GAS CONNECTION WOOD PLATFORM EXP. TANK GAS WATER HEATER CHECK VALVE IN-LINE RECIRCULATING PUMP SEE FLOOR PLAN FOR CONTINUATION AND PIPE SIZES RECIRCULATING HOT WATER COLD WATER SUPPLY HOT WATER SUPPLY 300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/20/2020 2:10:26 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_MECH_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set PLUMBING DETAILS P300450 6th St.Waukee IowaNO SCALEP300 3 CIRCULATING PUMP NO SCALEP300 1 FLOOR CLEANOUT DETAIL NO SCALEP300 2 FLOOR SINK DETAIL NO SCALEP300 4 FLOOR DRAIN NO SCALEP300 5 WALL HYDRANT DETAIL NO SCALEP300 7 DOMESTIC WATER SERVICE DETAIL NO SCALEP300 6 WATER HEATER W/EXPANSION TANK 300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/20/2020 2:10:27 PMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_MECH_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set PLUMBING SCHEDULES P500450 6th St.Waukee Iowa3. 3-COMPARTMENT SINK DRAINS THROUGH FLOW CONTROL VALVE INTO FLOOR SINK. 2. ALL VERTICAL WASTE RISERS TO FIXTURES AND ALL BELOW FLOOR WASTE SIZES SHALL BE A MINIMUM OF 2". 1. ALL SIZES SHOWN ARE MINIMUM CONNECITON SIZES, REFER TO DRAWINGS FOR FINAL SIZES. NOTES: WATER CLOSET (TANK TYPE) 1/2" - 2" 4" 1 WALL HYDRANT (EXTERIOR) 3/4" - - - 1 3-COMPARTMENT SINK (3) 1/2" (3) 1/2" NOTE 3 NOTE 3 1 MOP BASIN 3/4" 3/4" 1 1/2" 3" 1 HAND WASH SINK 1/2" 1/2" 1 1/4" 1 1/4" 1,2 HOSE BIBB (INTERIOR) 1/2" - - - 1 FLOOR SINK - - 2" 4" 1 FLOOR DRAIN - - 1 1/2" 2" 1 FIXTURE CW HW VENT WASTE NOTES PLUMBING FIXTURE ROUGH-IN SCHEDULE 1. REFER TO PLUMBING FIXTURE ROUGH-IN SCHEDULE FOR MINIMUM CONNECTION SIZES. NOTES: WC-1 KOHLER K-3979 ADA, FLOOR MOUNTED 1.6 GPF, WHITE VITREOUS CHINA, ELONGATED BOWL, SIPHON JET TOILET, BOLT CAPS, FLOAT VALVE WITH VACUUM BREAKER, CHROME-PLATED TRIP LEVER, [VANDAL RESISTANT LOCKING TANK COVER]. ADA COMPLIANT BOWL HEIGHT. TRIP LEVER SHALL BE ON WIDE SIDE OF TOILET. REFER TO PLANS FOR RIGHT HAND / LEFT HAND. INDICATE QUANTITIES OF RIGHT HAND / LEFT HAND TRIP LEVERS ON SUBMITTAL. CHURCH 295SSCT WHITE OPEN FRONT SELF-SUSTAINING HEAVY SEAT, INJECTION MOLDED PLASTIC, STAINLESS STEEL POSTS, ESCUTCHEON & WAX RING. PROVIDE WITH 1/4 TURN, 3/8" BRASS LOOSE-KEY STOP. MB-1 FIAT TSB100 SQUARE MOP BASIN - PRECAST TERRAZZO, 24"x24"x12", CONTINUOUS STAINLESS STEEL CAPS ON ALL CURBS, STAINLESS STEEL INTEGRAL DRAIN WITH REMOVABLE STRAINER, 3" OUTLET. CAULK BETWEEN MOP BASIN AND WALL WITH SILICONE BASED CAULK. PROVIDE WITH STAINLESS STEEL SPLASH PLATE WHICH EXTENDS 8" ON EACH SIDE, MOP HANGER, HOSE AND HOSE BRACKET, AND DEEP SEAL TRAP. ZURN “Z-841M1” , EXPOSED TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SINGLE WING HANDLES, 3/4" HOSE THREAD SPOUT WITH INTEGRAL VACUUM BREAKER, WALL BRACE, PAIL HOOK, INTEGRAL STOPS. L-1 KOHLER K-2005 WALL HUNG, VITREOUS CHINA LAVATORY, OVERALL DIMENSIONS 21" x 18", 4" CENTER HOLES, BACKSPLASH, OVERFLOW. PROVIDE WITH CONCEALED ARM CARRIER. ADA COMPLIANT. KOHLER MODEL K-15182, CHROME PLATED BRASS, SINGLE HANDLE MIXING FAUCET WITH POP-UP DRAIN. MAXIMUM FIXTURE FLOW TO BE 0.5 GPM. PROVIDE WITH 1/4 TURN, 3/8" BRASS STOPS. H-2 WOODFORD B24 WALL HYDRANT, BRASS VALVE BODY AND SEAT, STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING, ANTI-SIPHON VACUUM BREAKER, 3/4" MALE HOSE THREAD, WALL CLAMP, POLYCARBONATE WHEEL HANDLE AND LOOSE KEY TEE, CONCEALED IN FLUSH MOUNTED LOCKABLE WALL BOX, KEY OPERATED, ASSE 1019 APPROVED AND LISTED. INSTALL AT 36” ABOVE FINISH FLOOR. NA H-1 WOODFORD RB65 FREEZELESS WALL HYDRANT, BRASS VALVE BODY AND SEAT, STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING, VACUUM BREAKER, 3/4" MALE HOSE THREAD, WALL CLAMP, CONCEALED IN ROUND FLUSH MOUNTED LOCKABLE WALL BOX, KEY OPERATED, ASSE 1019 APPROVED AND LISTED. INSTALL AT 18” ABOVE FINISH GRADE. NA GI-1 WATTS GI-75-K RECESSED EPOXY COATED STEEL GREASE INTERCEPTOR WITH GASKETED EPOXY COATED STEEL SKID-PROOF COVER SECURED WITH HEX HEAD BOLTS, DOUBLE WALL DEEP SEAL TRAP, INTEGRAL STAINLESS STEEL FLOW CONTROL PLATE AND NO HUB CONNECTIONS. 4" INLET AND OUTLET CONNECTIONS. SIZE FOR 75 GPM FLOW AND 150 LB GREASE CAPACITY. PROVIDE EXTENSIONS TO FINISHED FLOOR LEVEL AS REQUIRED. FS-1 ZURN Z1910 CAST IRON BODY, NICKEL BRONZE RIM AND HALF GRATE, 8" SQUARE, 3" BOTTOM OUTLET, 6" DEEP RECEPTOR WITH ALUMINUM SEDIMENT BUCKET, ACID RESISTANT COATED INTERIOR, SEEPAGE FLANGE WITH CLAMP, DEEP SEAL TRAP. FILL ALL FLOOR DRAIN TRAPS WITH MINERAL OIL. FD-1 ZURN Z415B CAST IRON BODY FLOOR DRAIN, TYPE "B" 6" ROUND POLISHED NICKEL BRONZE STRAINER. OUTLET SIZE AS NOTED ON DRAWINGS.FILL ALL FLOOR DRAIN TRAPS WITH MINERAL OIL. FCO-2 (PVC OPTION) ZURN CO2455 ADJUSTABLE FLOOR CLEANOUT, ABS TAPERED THREAD PLUG AND ROUND NICKEL BRONZE FRAME AND COVER, SCORIATED CAST IRON HEAVY-DUTY SECURED TOP, ADJUSTABLE TO FINISHED FLOOR. OUTLET SIZE AS NOTED ON DRAWINGS. NA FCO-1 (CAST IRON) ZURN Z1400 ADJUSTABLE FLOOR CLEANOUT, CAST IRON BODY, TAPERED THREAD PLUG AND ROUND NICKEL BRONZE SCORIATED CAST IRON HEAVY-DUTY SECURED TOP, ADJUSTABLE TO FINISHED FLOOR. OUTLET SIZE AS NOTED ON DRAWINGS. NA BFP-1 WATTS LF009 BACKFLOW PREVENTER - REDUCED PRESSURE ZONE TYPE, BRONZE OR FDA APROVED EPOXY COATED CAST IRON CONSTRUCTION, SIZE SAME AS CONNECTED PIPE, NON-CORROSIVE INTERNAL PARTS, STAINLESS STEEL SPRINGS, DIFFERENTIAL PRESSURE RELIEF VALVE BETWEEN SPRING-LOADED CHECK VALVES, SHUT-OFF VALVES ON INLET AND OUTLET OF UNIT, AIR GAP DRAIN FITTING, TEST PORTS WITH SHUT-OFF VALVES, FACTORY TESTED SERVICEABLE WITHOUT REMOVING UNIT FROM LINE. APPROVED BY USC FCCC & HR, AWWA C511-92, ASSE 1013. IAPMO AND SBCCI LISTED. BRONZE OR FDA APPROVED EPOXY COATED CAST IRON STRAINER UPSTREAM OF BACKFLOW PREVENTER, TO BE FURNISHED WITH BACKFLOW PREVENTER. REFERENCE MFR MODEL DESCRIPTION TRIM PLUMBING FIXTURE SCHEDULE 4. PROVIDE WITH CONCENTRIC VENTING KIT. 3. WATER HEATER TO BE ASME RATED. 2. UNIT TO MEET REQUIREMENTS OF IECC 2012. 1. PROVIDE WITH ASME RATED T&P RELIEF VALVE. NOTES: NOTES 1,2,3,4 VOLTAGE/PH 120/1 FLUE 3" SCH. 80 CPVC COMBUSTION AIR INTAKE 3" SCH. 80 CPVC MAXIMUM GAS SUPPLY PRESSURE 10 IN W.C. THERMAL EFFICIENCY 95% BTUH INPUT 199,900 RECOVERY GPH 70F RISE 326 GALLONS 100 DIMENSIONS (DIAM, HEIGHT) 28/72 MODEL #20 L 100A-GCL MANUFACTURER PVI REFERENCE WH-1 WATER HEATER 3. PUMP RATED FOR 125 PSIG AT 225F. 2. EC TO PROVIDE DISCONNECT. 1. PUMP TO OPERATE CONTINUOUSLY. NOTES: NOTES 1,2,3 VOLTAGE/PH 120/1 FT HEAD 15 GPM 2 SERVES 3-COMP SINK TYPE INLINE - 3 SPEED MODEL #UP SERIES MANUFACTURER GRUNDFOS REFERENCE CP-1 DOMESTIC CIRC. PUMP CIRCUIT HOMERUN, CONCEALED CONDUIT OR CABLE EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE DETAIL DRAWING REFERENCE TAG, SIM-SIMILAR, TYP-TYPICAL, OPP-OPPOSITE GENERAL SYMBOLS A101 1 SIM KEYNOTE KITCHEN EQUIPMENT TAG NUMBER, REFER TO KITCHEN EQUIPMENT CONNECTION SCHEDULE##XXX X SHEET REFERENCE RECESSED LIGHT FIXTURE, LETTER INDICATES SWITCH LEG (TYPICAL), SHADING INDICATES EMERGENCY LIGHT (TYPICAL) SURFACE MOUNTED STRIP FIXTURE WALL MOUNTED STRIP LIGHT FIXTURE EMERGENCY LIGHT FIXTURE, WALL MOUNT, +96" OR AS NOTED EMERGENCY LIGHT FIXTURE, CEILING MOUNT EXIT SIGN, WALL MOUNT +96", SHADED AREAS INDICATE NUMBER OF FACES, ARROWS INDICATE SIGN ARROWS EXIT SIGN, CEILING MOUNT, SHADED AREAS INDICATE NUMBER OF FACES, ARROWS INDICATE SIGN ARROWS EXTERIOR EMERGENCY REMOTE LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE SINGLE POLE SWITCH, WALL MOUNT +48", OR AS NOTED, LETTER INDICATES SWITCH LEG THREE WAY SWITCH, WALL MOUNT +48", OR AS NOTED, LETTER INDICATES SWITCH LEG LIGHTING SYMBOLS PILOT LIGHT SWITCH, WALL MOUNT +48", OR AS NOTED, LETTER INDICATES SWITCH LEG DIMMER SWITCH, WALL MOUNT +48", OR AS NOTED, LETTER INDICATES SWITCH LEG OCCUPANCY SENSOR, WALL MOUNT +48", NUMBER INDICATES TYPE, LETTER INDICATES SWITCH LEG, REFER TO LIGHTING CONTROLS SCHEDULE OCCUPANCY SENSOR, CEILING MOUNT, NUMBER INDICATES TYPE, LETTER INDICATES SWITCH LEG, REFER TO LIGHTING CONTROLS SCHEDULE a 3 OS 2 OS 1 a b c a P c D d EMERGENCY TRANSFER DEVICE PC PHOTOCELL. REFER TO LIGHTING CONTROLS SCHEDULE. SQUARE LIGHT FIXTURE - SURFACE MOUNTED PENDANT MOUNTED LIGHT FIXTURE COVE LIGHT FIXTURE ETD IN EMERGENCY LIGHTING INVERTER. REFER TO LIGHTING CONTROLS SCHEDULE. # POWER SYMBOLS DUPLEX RECEPTACLE, TAMPER-RESISTANT, WALL MOUNT +18", OR AS NOTED DUPLEX GFCI RECEPTACLE, TAMPER-RESISTANT, WALL MOUNT +18", OR AS NOTED DUPLEX GFCI RECEPTACLE WITH WEATHER-PROOF IN-USE COVER, TAMPER- RESISTANT, WALL MOUNT +24", OR AS NOTED QUADRAPLEX RECEPTACLE, TAMPER-RESISTANT, WALL MOUNT +18", OR AS NOTED SPECIAL RECEPTACLE, WALL MOUNT +18", OR AS NOTED, REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE FOR RECEPTACLE TYPE SPECIAL RECEPTACLE, CEILING MOUNT, REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE FOR RECEPTACLE TYPE EQUIPMENT CONNECTION, REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE FOR CONNECTION TYPE EQUIPMENT CONNECTION, WALL MOUNT +18", OR AS NOTED, REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE FOR CONNECTION TYPE DUPLEX RECEPTACLE, MOUNTED WITHIN WATER COOLER HOUSING, VERIFY HEIGHT. CONNECT TO GFCI, CIRCUIT BREAKER OR REMOTE WALL DEVICE. DUPLEX RECEPTACLE, CEILING MOUNT SINGLE RECEPTACLE, WALL MOUNT +18", OR AS NOTED JUNCTION BOX, WITH PULL STRING, WALL MOUNT, REFER TO PLAN OR DETAIL FOR MOUNTING HEIGHT BLANK FACE GFCI DEVICE, WALL MOUNT +48", OR AS NOTED G W EWC J UTILITY METER SAFETY DISCONNECT SWITCH EMERGENCY PUSH BUTTON M QUADRAPLEX GFCI RECEPTACLE, TAMPER-RESISTANT, WALL MOUNT +18", OR AS NOTED G PANELBOARD - SURFACE MOUNTED PANELBOARD - RECESSED IN WALL J CEILING MOUNTED S.O. CORD CONNECTION. NEMA RECEPTACLE AS NOTED ON DRAWINGS OR SCHEDULES. J CEILING MOUNTED S.O. CORD CONNECTION. SIMPLEX RECEPTACLE. DATA CABLING - CAT6, QUANTITY OF CABLES AS NOTED. TELECOMMUNICATIONS INFRASTRUCTURE SYMBOLS WIRELESS ACCESS POINT- (2) CAT6 CABLES WAP # **NOTE: NOT ALL SYMBOLS APPLY TO THIS PROJECT** F1(6') +10'-6" c EM2 ETD UPPERCASE LETTERING INDICATES FIXTURE TYPE. REFER TO LUMINAIRE SCHEDULE +## INDICATES FIXTURE MOUNTING HEIGHT FROM BOTTOM OF FIXTURE TO FINISHED FLOOR. COORDINATE ALL FIXTURE ELEVATIONS WITH ARCHITECTURAL RCP PRIOR TO ROUGH-IN AND SHOP SUBMITTALS. LOWERCASE LETTERING INDICATES SWITCH LEG. SHADING AND/OR "EM#" INDICATES EMERGENCY OPERATION FIXTURE. NUMBER INDICATES EMERGENCY CIRCUIT NUMBER. EM2 INDICATES EMERGENCY CIRCUIT NUMBER. c INDICATES SWITCH LEG OF FIXTURES TO BE INTERFACED WITH ETD. EMERGENCY TRANSFER DEVICE SHOWN IN ANTICIPATED LOCATION. DEVICES SHOWN FOR QUANTITY ESTIMATION ONLY. IT SHOULD NOT BE ASSUMED THAT DRAWINGS SHOW ALL EMERGENCY TRANSFER DEVICES THAT WILL BE REQUIRED TO PROVIDE FOR EMERGENCY LIGHTING SYSTEM. CONTRACTOR SHALL BE REQUIRED TO PROVIDE FOR AND INSTALL A COMPLETE EMERGENCY LIGHTING SYSTEM IN CONJUCTION WITH LIGHTING CONTROLS AS SPECIFIED. REFER TO EMERGENCY LIGHTING CONTROL DETAIL ELECTRICAL ABBREVIATIONS A DEVICE MOUNTED +8" ABOVE COUNTER TOP (VERIFY LOCATION) AFF ABOVE FINISHED FLOOR ATS AUTOMATIC TRANSFER SWITCH C CEILING CB CIRCUIT BREAKER CT CURRENT TRANSFORMER E EXISTING ITEM TO REMAIN EC ELECTRICAL CONTRACTOR EM EMERGENCY LIGHT FIXTURE ER NEW LOCATION OF EXISTING ITEM F ROUGH IN FOR FUTURE DEVICE FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FSD FIRE SMOKE DAMPER G GROUND FAULT CIRCUIT INTERRUPTER GND GROUND KVA KILO-VOLT-AMPERES KW KILOWATTS MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MLO MAIN LUGS ONLY N NEW DEVICE IN EXISTING LOCATION NIC NOT IN CONTRACT NM NONMETALLIC NTS NOT TO SCALE OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED R EXISTING ITEM TO BE REMOVED RR EXISTING ITEM TO BE REMOVED AND RELOCATED RN EXISTING ITEM TO BE REMOVED AND REPLACED WITH NEW SCCR SHORT CIRCUIT CURRENT RATING T TAMPER PROOF DEVICE TCC TEMPERATURE CONTROL CONTRACTOR TV TELEVISION TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT-AMPERES WG WIREGUARD COVER WP WEATHERPROOF DEVICE WR WEATHER RESISTANT DEVICE +24" INDICATES MOUNTING HEIGHT CENTER LINE OF DEVICE TO FINISHED FLOOR 1. REFER TO HVAC, PLUMBING, AND FIRE PROTECTION EQUIPMENT CONNECTION SCHEDULE FOR COORDINATION DETAILS BETWEEN MECHANICAL AND ELECTRICAL SYSTEMS. 2. THE ELECTRICAL SYSTEMS SHALL BE PROVIDED AND INSTALLED UNDER THIS CONTRACT TO MEET THE REQUIREMENTS OF THE SPECIFIED MECHANICAL SYSTEMS. THE ENTIRE PROJECT DOCUMENTS AND MANUALS SHALL BE REFERENCED AS A COMPLETE PROJECT. ELECTRICAL CONTRACTOR SHALL REFER TO ALL SCHEDULES, DETAILS, AND NOTES AND PROVIDE ELECTRICAL EQUIPMENT, WIRING, AND INSTALLATION REQUIRED UNDER THIS PROJECT. 3. PROVIDE ELECTRICAL CONNECTIONS AND ACCESSORIES INCLUDING STARTERS, DISCONNECTS, CONTROL WIRING, ETC. AS REQUIRED FOR THE BUILDING MECHANICAL EQUIPMENT. INFORMATION HEREIN AND ON THE DRAWINGS IS FOR GENERAL DESCRIPTION AND ESTIMATING PURPOSES ONLY. VERIFY VOLTAGE, AMPERAGE, PHASE, INRUSH, ETC. FOR EACH ITEM OF EQUIPMENT BEFORE PROCEEDING WITH WIRING FOR IT. WIRING DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS TO BE FURNISHED BY THE SUPPLIERS OF THE EQUIPMENT AS NECESSARY TO PROVIDE PROPER OPERATION OF THE EQUIPMENT. 4. REVIEW MECHANICAL EQUIPMENT SHOP DRAWINGS INCLUDED WITHIN THIS PROJECT FOR COMPLIANCE AND COORDINATION WITH ELECTRICAL SYSTEMS. MODIFY ELECTRICAL CONNECTION, EQUIPMENT, WIRING, AND BREAKER REQUIREMENTS AS NECESSARY TO COORDINATE WITH SHOP DRAWINGS. NOTIFY ENGINEER FOR CLARIFICATION OF CHANGES. 5. NO ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE RELEASED UNTIL ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL INFRASTRUCUTRE HAS BEEN SUBMITTED AND APPROVED. ADJUSTMENTS TO BREAKER SIZES AND SIMILAR CHANGES MUST BE MADE TO ELECTRICAL EQUIPMENT PRIOR TO RELEASE, FABRICATION, AND SHIPPING OF ELECTRICAL EQUIPMENT. COORDINATE SCHEDULING OF SHOP DRAWINGS WITH ALL TRADES SUCH AS NOT TO CAUSE ANY DELAYS TO PROJECT. 6. PROVIDE DISCONNECTS RATED FOR EQUIPMENT AS REQUIRED AND AS INDICATED WITHIN MECHANICAL EQUIPMENT CONNECTION SCHEDULE. MOUNTING OF DISCONNECTS SHOULD BE COORDINATED TO ALLOW FOR REMOVAL OF MECHANICAL EQUIPMENT WITHOUT NEEDING TO REMOVE THE DISCONNECT AND MINIMIZE WIRING WORK REQUIRED. 7. ALL MECHANICAL EQUIPMENT DISCONNECTS SHALL BE HEAVY DUTY TYPE AND RATED FOR THE ENVIRONMENT THEY SERVE. INTERIOR DISCONNECTS SHALL BE MINIMUM OF NEMA 1. EXTERIOR DISCONNECTS SHALL BE RATED A MINIMM OF 3R OR AS INDICATED. 8. VERIFY LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR. ADJUST ELECTRICAL INSTALLATION AS REQUIRED. BUILDING EQUIPMENT COORDINATION NOTES - ELECTRICAL 1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH-IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS OCCURRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. ANY REWORK OF INSTALLED EQUIPMENT OR SYSTEMS WILL BE AT THE CONTRACTORS EXPENSE. 2. NOTE THAT THE ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETE SET OF PLANS CONTRACT DOCUMENTS. THE COMPLETE SET CONTRACT OF DOCUMENTS SHALL BE USED TO DEFINE THE ELECTRICAL SCOPE OF WORK. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, USING THE ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS; EQUIPMENT PLANS FOR ROUGH-IN REQUIREMENTS, AND THE MECHANICAL PLANS FOR EQUIPMENT SIZES AND LOCATIONS. GENERAL NOTES - ELECTRICAL 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR TO BID. 2. ALL 120V-1 PHASE CIRCUITS EXCEEDING 100 FEET TO CENTER OF LOAD SHALL HAVE CONDUCTORS INCREASED TO ACCOUNT FOR VOLTAGE DROP. 3. RACEWAYS AND BOXES ARE SHOWN DIAGRAMMATICALLY ONLY AND INDICATE THE GENERAL AND APPROXIMATE LOCATION. THE LAYOUT DOES NOT NECESSARILY SHOW THE TOTAL NUMBER OF RACEWAYS OR BOXES FOR THE CIRCUITS REQUIRED, NOR ARE THE LOCATIONS OF INDICATED RUNS INTENDED TO SHOW THE ACTUAL ROUTING OF THE RACEWAYS. 4. ALL LIGHT FIXTURES, SWITCHES, DEVICES, ETC. ARE SHOWN IN PREFERRED LOCATION. E.C. RESPONSIBLE FOR MODIFYING CONDUIT, HANGERS, CIRCUITING, ETC. TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. 5. DO NOT INSTALL DEVICES BACK TO BACK ON OPPOSITE SIDES OF WALL. MAINTAIN MINIMUM OF 8” DISTANCE BETWEEN WHEREVER APPLICABLE. 6. BALANCE THE LOAD ON PANELS AS EVENLY AS POSSIBLE DURING INSTALLATION. CIRCUIT NUMBERING SHOWN ON PLANS MAY BE ADJUSTED. 7. PROVIDE FINAL TYPED PERMANENT PANEL DIRECTORY AT PROJECT COMPLETION. 8. CONTRATOR SHALL BE RESPONSIBLE FOR OPENINGS IN ALL WALLS CREATED BY THEIR WORK. PENETRATIONS SHALL BE SEALED IN ACCORDANCE WITH THE RATINGS OF THE AFFECTED WALL. REFER TO ARCHITECTURAL CODE PLAN FOR RATED WALLS. INSTALLATION NOTES - ELECTRICAL 1. VERIFY ALL WALL LOCATIONS AND DOOR SWINGS WITH ARCHITECTURAL DRAWINGS. LOCATE THE LIGHT SWITCHES ON THE LATCH SIDE OF THE DOOR. 2. UNLESS NOTED OTHERWISE, CONNECT ALL EMERGENCY BATTERY FIXTURES WITH AN UN-SWITCHED LEG OF THE LIGHTING CIRCUIT THAT SERVES THE SPACE THE EMERGENCY FIXTURE IS LOCATED WITHIN. NORMAL SWITCHING SCHEME SHOULD BE MAINTAINED UNDER NORMAL OPERATING OF EMERGENCY FIXTURES DESIGNATED. WIRE PER EMERGENCY FIXTURE OR TRASNFER DEVICE SCHEMATICS. 3. VERIFY FINAL CEILING TYPE CONSTRUCTION (IE GRID, GYP) WITH FINAL ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO RELEASE OF LIGHTING FIXTURE EQUIPMENT PACKAGE. ADJUST FIXTURE TYPE, CONSTRUCTION, FLANGE, OR OTHER COORDINATION DETAILS AS REQUIRED FOR CEILING TYPE. 4. OCCUPANCY SENSORS SHOWN ON PLANS ARE SUGGESTED LOCATIONS ONLY AND MUST BE VERIFIED WITH SPECIFIC MANUFACTURER GUIDELINES AND INSTALLATION RECOMMENDATIONS AS NOTED IN LIGHTING CONTROL SHOP DRAWINGS. ADJUST LOCATIONS AS REQURIED TO MEET MANUFACTURER GUIDELINES. 5. LIGHTING CONTROL SYSTEMS SHALL BE PROVIDED AS A COMPLETE OPERATING SYSTEM AND INCLUDE MATERIAL AND INSTALLATION FOR ALL POWER PACKS, ACCESSORIES, CONTROLLERS, AND WIRING REQUIRED FOR THE SYSTEM. INSTALLATION NOTES - LIGHTING 1. THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES. 2. THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE SHALL BE THE STANDARD FOR THE ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE OBTAINED. NOTIFY DESIGN TEAM OF ANY DESCREPANCIES BETWEEN THE PROJECT MANUAL OR DRAWINGS AND THE GOVERNING CODE. 3. INSTALLATION SHALL FOLLOW ALL REQUIREMENTS OF THE ADAAG – AMERICANS WITH DISABILITIES ACT. 4. REFER TO PROJECT MANUAL AND PROJECT CODE REVIEW SHEET FOR LIST OF ALL APPLICABLE CODES. CODE NOTES - ELECTRICAL DEMOLITION AND RENOVATION NOTES - ELECTRICAL 1. THE ELECTRICAL DEMOLITION DRAWING SHOWING EXISTING CONDITIONS HAS BEEN PREPARED BASED ON FIELD OBSERVATION AND ORIGINAL DRAWINGS. ADDITIONAL COMPONENTS MAY EXIST WHICH DO NOT SHOW, AND SUCH ITEMS SHALL BE DEALT WITH IN A MANNER SIMILAR TO THOSE ITEMS WHICH DO SHOW. 2. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING ELECTRICAL SYSTEM WHICH WILL BE AFFECTED BY THE DEMOLITION WORK. CONTRACTOR SHALL OBTAIN PERMISSION FROM OWNER'S REPRESENTATIVE TO SHUT OFF SERVICES OR SYSTEMS WHICH MAY AFFECT OTHER AREAS BEYOND THE LIMITS OF THE DEMOLITION AREA. SUCH PERMISSION WILL BE GRANTED ONLY AFTER OWNER'S REPRESENTATIVE IS INFORMED OF THE REASON FOR AND DURATION OF THE SHUTDOWN AND IS SATISFIED THAT THE SHUTDOWN CAN BE MADE WITH AS LITTLE INCONVENIENCE TO OTHER AREAS AS POSSIBLE. 3. PROVIDE PLANT, LABOR, AND MATERIALS TO REMOVE ELECTRICAL FACILITIES AND CLEAR THE AREA TO RECEIVE THE NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 4. CONDUITS, BOXES, ETC., SHALL BE REMOVED AS REQUIRED BY WALL AND CEILING DEMOLITION AND ADJACENT REMOVALS. ALL EXISTING WIRING SHALL BE REMOVED FOR DEMOED DEVICES. 5. ALL WIRING FOR REMODELED AREAS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. EXISTING CONDUITS MAY BE RETAINED FOR CONTINUED USE AS APPLICABLE. 6. ALL BRANCH CIRCUITS TO BE DISCONNECTED SHALL BE IDENTIFIED AS TO LOCATION OR ITEM SERVED BEFORE DISCONNECTING. 7. CIRCUITS SERVING AREAS BEYOND THE DEMOLITION AREA SHALL BE MAINTAINED. EXTEND AND/OR RECONNECT NEW WIRING TO EXISTING AS REQUIRED TO MAINTAIN EXISTING CIRCUITS. 8. PANELBOARDS, DISCONNECTS, FIXTURES, WIRING DEVICES, SIGNAL DEVICES, ETC., SHOWN ON PLANS SHALL BE REMOVED UNLESS NOTED OTHERW ISE. REMOVAL SHALL BE DONE IN A TIMELY MANNER IN ACCORDANCE WITH THE GENERAL DEMOLITION WORK. COORDINATE WITH THE OWNER AND OTHER CONTRACTORS. 9. ALL EXISTING BUILDING SYSTEMS (EXISTING AND/OR NEW) THAT ARE NOT AFFECTED BY THE SCOPE OF THE PROJECT ARE TO BE KEPT OPERATIONAL IN ALL OCCUPIED AREAS OF THE BUILDING THROUGH THE DURATION OF THE PROJECT. COORDINATE ANY REQUIRED OUTAGES WITH THE OWNER IN ADVANCE OF SHUT DOWN. 10. DO NOT CUT EXISTING TELECOMMUNICATION WIRING, CABLES OR CONDUIT AS EXISTING SYSTEMS SHALL REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR WHO CUTS IN-SERVICE CABLES SHALL BE RESPONSIBLE FOR ANY AND ALL DOWNTIME AND COSTS TO REPAIR. 11. INSTALL STAINLESS STEEL COVER PLATE OVER HOLE AT REMOVED DEVICE LOCATIONS, INCLUDING BUT NOT LIMITED TO, CLOCKS, RECEPTACLES, SWITCHES, JUNCTION BOXES, ETC. 12. PROVIDE CUTTING AND PATCHING OF EXISTING CONSTRUCTION AS REQUIRED FOR THE PROPER COMPLETION OF THE DEMOLITION WORK AND THE INSTALLATION OF THE NEW WORK. 13. EQUIPMENT AND DEVICES SHOWN AS EXISTING OR AS REMOVE/RELOCATE SHALL BE PROTECTED AND HANDLED WITH APPROPRIATE CARE SO AS TO MAINTAIN FULL FUNCTIONAL AND AESTHETIC INTEGRITY OF THE DEVICE. 14. REMOVED EQUIPMENT AND SYSTEMS SHALL REMAIN THE PROPERTY OF THE OWNER UNLESS OTHERWISE NOTED. ALL MATERIALS NOT SALVAGED BY THE OWNER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR PROPER DISPOSAL. 15. REMOVE AND REINSTALL ANY CEILING TILES REQUIRED FOR THE WORK BEING DONE UNDER THIS CONTRACT. DAMAGED CEILING TILES SHALL BE REPLACED TO MATCH EXISTING. GENERAL NOTE: UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN SHOWN BASED UPON INFORMATION OBTAINED FROM FIELD LOCATIONS BY UTILITY COMPANIES, AVAILABLE SURVEYS AND RECORDS. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS ALSO POSSIBLE THAT THERE MAY BE OTHER UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES IN EXISTENCE THAT ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF EACH INDIVIDUAL PARTY REFERENCING THIS PLAN TO DETERMINE THE EXACT LOCATION AND TYPE OF UNDERGROUND FACILITIES ON THE SITE. HAND EXCAVATE AT CRITICAL POINTS AS NECESSARY TO VERIFY LOCATIONS, SIZES, ELEVATIONS, FLOW LINES, ETC. IF A PROBLEM OR INTERFERENCE EXISTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING. IOWA ONE CALL 1-800-292-8989 CALL - BEFORE - YOU - DIG THERMOSTAT JUNCTION BOX ROUGH-IN. WALL MOUNTED +48" OR AS NOTED. EXTEND 3/4" CONDUIT TO ACCESSIBLE LOCATION ABOVE CEILING. TEMPERATURE CONTROLS SYMBOLS - DEVICES PROVIDED BY T.C.C T H C S HUMIDISTAT JUNCTION BOX ROUGH-IN. WALL MOUNTED +48" OR AS NOTED. EXTEND 3/4" CONDUIT TO ACCESSIBLE LOCATION ABOVE CEILING. CARBON DIOXIDE SENSOR JUNCTION BOX ROUGH-IN. WALL MOUNTED +48" OR AS NOTED. EXTEND 3/4" CONDUIT TO ACCESSIBLE LOCATION ABOVE CEILING. TERMPERATURE SENSOR JUNCTION BOX ROUGH-IN. WALL MOUNTED +48" OR AS NOTED. EXTEND 3/4" CONDUIT TO ACCESSIBLE LOCATION ABOVE CEILING.300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/21/2020 9:07:42 AMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_ELEC_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set ELECTRICAL GENERAL NOTES AND SYMBOLS E000450 6th St.Waukee IowaNOT TO SCALE LIGHTING PLANS NOTATION KEY I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that i am a duly licensed Professional Engineer under the laws of the State of Iowa (signature) License Number : Pages or sheets covered by this seal: (date) My license renewal date is December 31,ENGNEERIAOFESSION SEDP R AIOWLICEN L NICHOLAS W. JOHNSON, P.E. NICHOLAS W. JOHNSON E sheets 2021 2349523495 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that i am a duly licensed Professional Engineer under the laws of the State of Iowa (signature) License Number : Pages or sheets covered by this seal: (date) My license renewal date is December 31,ENGNEERIAOFESSION SEDP R AIOWLICEN L NICHOLAS W. JOHNSON, P.E. NICHOLAS W. JOHNSON E sheets 2021 2349523495 2020.03.26 J J 1. DEMOLITION DRAWINGS PRESENT LAYOUT OF EXISTING CONDITIONS AND MAJOR MECHANICAL/ELECTRICAL ITEMS. THEY ARE NOT TO BE CONSTRUED AS COMPLETE IN REPRESENTATION OF ACCESSORIES AND INCIDENTALS TO BE REMOVED, REPLACED, OR REWORKED. NOR SHOULD ACCESSIBILITY BE INFERRED. THE CONTRACTOR IS RESPONSIBLE TO FAMILIARIZE THEMSELVES WITH THE BUILDING AND EXISTING CONDITIONS, PRIOR TO THE SUBMITTING OF A BID FOR THIS PROJECT. 2. PROVIDE PLANT, LABOR, AND MATERIALS TO REMOVE ELECTRICAL FACILITIES AND CLEAR THE AREA TO RECEIVE THE NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 3. THIS ELECTRICAL DEMOLITION DRAWING SHOWING EXISTING CONDITIONS HAS BEEN PREPARED BASED ON FIELD OBSERVATION AND ORIGINAL DRAWINGS. ADDITIONAL COMPONENTS MAY EXIST WHICH DO NOT SHOW, AND SUCH ITEMS SHALL BE DEALT WITH IN A MANNER SIMILAR TO THOSE ITEMS WHICH DO SHOW. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS. 4. CONDUITS, BOXES, ETC., SHALL BE REMOVED AS REQUIRED BY WALL AND CEILING DEMOLITION AND REMOVALS. WIRING SHALL BE REMOVED. ALL WIRING FOR THE REMODELED AREAS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. ALL BRANCH CIRCUITS TO BE DISCONNECTED SHALL BE IDENTIFIED AS TO LOCATION OR ITEM SERVED BEFORE DISCONNECTING. CIRCUITS SERVING AREAS BEYOND THE IMMEDIATE DEMOLITION AREA SHALL BE MAINTAINED. 5. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING ELECTRICAL SYSTEM WHICH WILL BE AFFECTED BY THE DEMOLITION WORK. CONTRACTOR SHALL OBTAIN PERMISSION FROM OWNER'S REPRESENTATIVE TO SHUT OFF SERVICES OR SYSTEMS WHICH MAY AFFECT OTHER AREAS BEYOND THE LIMITS OF THE IMMEDIATE DEMOLITION AREA. SUCH PERMISSION WILL BE GRANTED ONLY AFTER OWNER'S REPRESENTATIVE IS INFORMED OF THE REASON FOR AND DURATION OF THE SHUTDOWN AND IS SATISFIED THAT THE SHUTDOWN CAN BE MADE WITH AS LITTLE INCONVENIENCE TO OTHER AREAS AS POSSIBLE. 6. PANELBOARDS, DISCONNECTS, FIXTURES, WIRING DEVICES, SIGNAL DEVICES, ETC., SHOWN ON PLANS SHALL BE REMOVED UNLESS NOTED OTHERWISE. REMOVAL SHALL BE DONE IN A TIMELY MANNER IN ACCORDANCE WITH THE GENERAL DEMOLITION WORK. COORDINATE WITH THE OWNER AND OTHER CONTRACTORS. 7. ABBREVIATIONS: E - EXISTING ITEM TO REMAIN ER - NEW LOCATION OF EXISTING ITEM N - NEW ITEM IN EXISTING LOCATION R - EXISTING ITEM TO BE REMOVED, PATCH AND/OR COVER RN - REPLACE EXISTING WITH NEW RR - EXISTING ITEM TO BE REMOVED AND RELOCATED ELECTRICAL DEMOLITION NOTES R EXISTING MDP EXISTING WEATHERHEAD ON ROOF EXISTING CONDENSING UNIT R TELECOM ENTRANCE EXISTING EXTERIOR CANOPY MC WHIP. +11' EXISTING EXTERIOR CANOPY MC WHIP. +11' ABANDONED DISCONNECT.R E E E E E E E R R 300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/21/2020 9:07:49 AMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_ELEC_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set ELECTRICAL DEMOLITION ED100450 6th St.Waukee IowaKEYNOTES NORTH SCALE:1/4" = 1'-0" ELECTRICAL DEMOLITION T T H J J J J AA G +48" G GW W G G G G G 2MTS G G POWER GENERAL NOTES 1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH-IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 2. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL UNITS WITH M.C. AND FINAL MECHANICAL SHOP DRAWINGS. 3. PROVIDE THE REQUIRED PENETRATIONS WHILE ROUTING CABLING THROUGH THE BUILDING. COORDINATE FIRE RATED WALL PENETRATIONS. PROVIDE CONDUIT SLEEVES AND FIRE STOPPING TO MAINTAIN THAT RATING. 4. REFER TO ELECTRICAL SCHEDULE DRAWINGS FOR PANEL SCHEDULES, MECHANICAL EQUIPMENT SCHEDULES AND OTHER RELATED INFORMATION. 5. REFER TO ELECTRICAL DETAILS DRAWINGS FOR ADDITIONAL INFORMATION. 6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 01 SALES FLOOR 02 RESTROOM 03 OFFICE 04 KITCHEN 05 RECEIVING 06 STORAGE ADDITION (BY OTHERS) 07 WALK-IN COOLER (BY OTHERS) 08 FUTURE TENANT 09 RESTROOM E 1 MEAT GRINDER / BAND SAW 3.1 3.2 3.3 PATTY FORMER / TENDERIZER 4 6 WALK-IN COOLER DISPLAY FREEZER 7 DISPLAY COOLER 8 12 SCALE PRINTER SLICER 14 15 SAUSAGE STUFFER PANEL P1 PANEL P2 1 E500 +60"+60" +10" +10" G G+48" G +48" 6.1 16 DRY AGING CABINET (NOTE NORTH TENANT SPACE IS CORE AND SHELL ONLY) D 1 ERV 1 CUH 1 CU 1 CU 2 CUH 2 ERV 2 CUH 3 F 2 F 1 P1- 26,28,30 P2- 1,3,5 P1- 11 P2- 7 P1- 12,14 P2- 9 P1- 10 P1- 19,21 P2- 13,15 EF 2 EF 1 P1- 23,25 2 E500 TELECOM DISTRIBUTION PATCH PANEL 2 E500 TELECOM DISTRIBUTION PATCH PANEL (PREPARED SPACE) +72" +72" +60" P1- 4 WALK-IN COOLER AUX P1- 2 P1- 13,15 P1- 1 P1- 16,18 P1- 20,22,24 P1- 6 P1- 5 SERVICE CASE SERVICE CASE SERVICE CASE P1- 17 P1- 33 P1- 84 E500 TYP. FOR ALL CORD DEVICES SHOWN. P1- 39 P1- 37 P1- 35 P1- 41 P2- 17 P2- 19 P1- 43 P1- 27 P1- 9 P1- 3 P1- 29 A P1- 57P1- 55 TO LIGHTING CIRCUIT TO LIGHTING CIRCUIT CP 1 WH 1 P1- 45 TYP. 1 TYP. 1 +48" +48" +48" +48" +48" +48" P1- 7 P1- 53 P1- 51 P1- 31 GENERATOR RECEPTACLE +48" +48" ASI-01 KEYNOTES 1 ALL KITCHEN ELECTRICAL EQUIPMENT WITH CORD AND PLUG MUST BE PROVIDED WITH GFCI PROTECTION FOR PERSONNEL. REFER TO PANEL SCHEDULE FOR GFCI CIRCUIT BREAKERS. NORTH SCALE:1/4" = 1'-0" ELECTRICAL POWER & SYSTEMS PLAN 300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/21/2020 9:07:46 AMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_ELEC_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set ELECTRICAL POWER & SYSTEMS E100450 6th St.Waukee Iowa3.PROVIDE ALL SO CORD DEVICES SHOWN WITH 12' CABLE LENGTH. REFER TO DETAIL 2.NOTE THAT ALL KITCHEN EQUIPMENT LOCATIONS SHOWN ARE NOT FINAL. VERIFY FINAL LOCATIONS WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN. 1. CONFIRM CONNECTION CONFIGURATION OF ALL EQUIPMENT TO BE PROVIDED WITH KITCHEN CONSULTANT/VENDOR PRIOR TO DEVICE INSTALLATION. VERIFY ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT AND NOTIFY DESIGN TEAM OF ANY DISCREPANCIES FOUND. KITCHEN EQUIPMENT CONNECTION SCHEDULE TAG DESCRIPTION VOLTAGE PHASE MCA CONNECTION TYPE NEMA RATING RECEPTACLE CONFIGURATION MOUNTING HEIGHT REMARKS 1 MEAT GRINDER / BAND SAW 208 V 3 15 CORD AND PLUG - NEMA L15-30R - 2 N/A 1 V 0 - - - - - - 3.1 SERVICE CASE 120 V 1 12 HARD WIRED / LOCKABLE BREAKER - - -- 3.2 SERVICE CASE 120 V 1 12 HARD WIRED / LOCKABLE BREAKER - - -- 3.3 SERVICE CASE 120 V 1 12 HARD WIRED / LOCKABLE BREAKER - - -- 4 PATTY FORMER / TENDERIZER 120 V 1 7.6 CORD AND PLUG - NEMA 6-20R -- 5 N/A 1 V 0 - - - - - - 6 WALK-IN COOLER 208 V 1 7.7 HARD WIRED / 30A NFD 3R - -- 6.1 WALK-IN COOLER AUX 120 V 1 5 HARD WIRED / TOGGLE SWITCH 3R - -- 7 DISPLAY FREEZER 120 V 1 9.6 CORD AND PLUG - NEMA 6-20R +60" - 8 DISPLAY COOLER 120 V 1 4 CORD AND PLUG - NEMA 6-20R +60" - 9 N/A 1 V 0 - - - - - - 10 N/A 1 V 0 - - - - - - 11 N/A 1 V 0 - - - - - - 12 SCALE PRINTER 120 V 1 5 CORD AND PLUG - NEMA 6-20R - 13 N/A 1 V 0 - - - - - - 14 SLICER 120 V 1 3.8 CORD AND PLUG - NEMA 5-15R - 15 SAUSAGE STUFFER 208 V 1 11 CORD AND PLUG - NEMA L6-20R - 16 DRY AGING CABINET 120 V 1 6 CORD AND PLUG - NEMA 5-15R +60" ASI-01 Jul 22, 2020 J J INOS1OS 1 OS1 INPC PC OS 1 D J 1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH-IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 2. REFER TO ELECTRICAL SCHEDULE DRAWINGS FOR PANEL SCHEDULES, LUMINAIRE SCHEDULES, AND LIGHTING CONTROL SCHEDULES. 3. REFER TO ELECTRICAL DETAILS DRAWINGS FOR ADDITIONAL INFORMATION. 4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LIGHTING GENERAL NOTES +9' 01 SALES FLOOR 02 RESTROOM 03 OFFICE 04 KITCHEN 05 RECEIVING 06 STORAGE ADDITION (BY OTHERS) 07 WALK-IN COOLER (BY OTHERS) 09 RESTROOM (NOTE NORTH TENANT SPACE IS CORE AND SHELL ONLY) 08 FUTURE TENANT F1 f X1 +8' X1 +8' E1A +8' F2B d F2 a F2 a F2 a F2 a F2F2 a F2 a F2 a F2 a F2 a F2 a F2 a X1 F1 a F2A c F2A c a b P1 b +12' P1 b +12' P1 b +12' P1 b +12' P1 b +12' P1 b +12' P1 b +12' P1 b +12' P1 b +12' X1 +9' c d e f g IN 1i g IN 1i h h E1 +9' E1 +9' E1 +9' E1 +9' E E E E 1 1 1 1 E2 8' E2 +8' E1A E1 E1 +7' P1 +12' P1 +12' P1 +12' z P2- 11 P1- 49 P1- 59 P1- 47 x E1 +8' E1A g g g h F2B z F2B e NL x JUNCTION BOX FOR FUTURE UPLIGHTING, LOCATED ON STRUCTURAL EAST/WEST TIE. VERIFY FINAL LOCATION WITH OWNER. F2A F2AF2A F2A ASI-01 ASI-01 300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/21/2020 9:07:47 AMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_ELEC_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set ELECTRICAL LIGHTING E300450 6th St.Waukee IowaKEYNOTES 1 PROVIDE AND INSTALL NEW A19 LED LAMP WITHIN EXISTING FIXTURE HOUSING. MIN 800 LUMENS, DAMP LOCATION LISTED, 13W MAX. NORTH SCALE:1/4" = 1'-0" ELECTRICAL LIGHTING PLAN ASI-01 Jul 22, 2020 METER P2 120/208V MLO 100A /3P METER 225A /3P NEMA 3R MULTI-METER ASSEMBLY. 400A MINIMUM COPPER CROSS BUS WITH BREAKERS AS SHOWn. METER ENCLOSURE BY CONTRACTOR, METERS PROVIDED AND INSTALLED BY UTILITY. SCCR: 22,000 A P1 120/208V MLO INTERIOREXTERIORGRADE GRADE EXISTING UTILITY POLE. UTILITY TO PROVIDE NEW 3 PHASE TRANSFORMER. M F T T NEW WEATHERHEAD INSTALLED PER UTILITY STANDARDS. WEATHERHEAD CONDUIT SECURED TO BUILDING EXTERIOR PER UTILITY REQUIREMENTS. DROP CONDUCTORS, DEAD END CLAMP AND CONNECTORS BY UTIL. CONDUCTORS EXTENDING 36" BEYOND WEATHER HEAD GROUNDING ELECTRODE TO BUILDING GROUND RING SIZED PER NEC N E MTS 208V / 225A 3 POLE SCCR: 22000 A EMERGENCY GENERATOR RECEPTACLE1 2 B TRANSFER SWITCH AND GENERATOR RECEPTACLE PROVIDED UNDER ADD-ALTERNATE. M 1. DIAGRAM INDICATES OVERALL LAYOUT OF ELECTRICAL DISTRIBUTION SYSTEM. REFER TO FLOOR PLANS FOR EQUIPMENT LOCATIONS. 2. WIRING SHALL BE COPPER UNLESS INDICATED OTHERWISE. 3. NEUTRAL CONDUCTOR SIZE SHALL MATCH THE PHASE CONDUCTORS UNLESS OTHERWISE NOTED. 4. ALL WIRING SHALL BE IN CONDUIT AS NOTED. REFER TO SPECIFICATIONS FOR CONDUIT APPLICATION REQUIREMENTS. 5. INSTALL METERING EQUIPMENT, AND SERVICE ENTRANCE FEEDERS IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. ELECTRICAL RISER DIAGRAM NOTES POWER RISER KEYED NOTES: 1. GENERATOR RECEPTACLE SHALL BE 50A/3P TWIST LOCK ENCLOSED WITHIN NEMA 3R ENCLOSURE WITH IN USE COVER. VERIFY FINAL RECEPTACLE TYPE WITH OWNER. 2. MANUAL TRANSFER SWITCH SHALL BE RONK ELECTRICAL INDUSTRIES BOLTSWITCH ET425-5N OR SIMILAR. FUSED 400A RATED TRIPLE POLE DOUBLE THROW MANUAL SWITCH WITH CLASS T FUSES INSTALLED. MIN SCCR RATING 22,000 A PROVIDE 10' EXCESS CABLING COILED ABOVE CEILING FOR ALL CABLE PRIOR TO FINAL TERMINATION WITHIN PATCH PANEL. 4" CONDUIT SLEEVE WITH BUSHINGS FOR CABLE MUSTERING THROUGH CEILING. HORIZONTAL WALL MOUNTED PATCH PANEL SECURED USING WALL MOUNTING BRACKETS. WALL MOUNTED SHELF FOR MODEM AND OWNER PROVIDED SWITCH.1' - 0"5' - 0"POWER STRUCTURE CEILING CEILING10'-0"(TYP. ALL SIDES)EXTEND TO BUILDING SERVICE GROUND AND BOND TO ELECTRIC SERVICE, BUILDING STRUCTURE, WATER PIPE, ETC. PER N.E.C. #2 BARE COPPER CONDUCTOR 36" BELOW GRADE. 20' IN LENGTH MIN. (TYP.) 5/8" X 10'-0" GROUND RODS EQUALLY SPACED, EXOTHERMIC WELD TO #2 BARE COPPER GROUND RING CONDUCTOR (TYP.) LAY CABLE IN CIRCLE PATTERN BETWEEN GROUND RODS (TYP.) TOP VIEW JUNCTION BOX FOR SO CORD CONNECTION. MOUNTED BELOW ACCESSIBLE CEILING WHERE PRESENT. ROOF JOIST UNISTRUT CHANNEL ATTACHED TO BOTTOM OF SUPPORT EYE BOLT SECURED TO STRUT CHANNEL. EYE BOLT ACOUSTICAL CEILING TILE (WHERE PRESENT) SO CORD LENGTH AS NOTED ON DRAWINGS OR SCHEDULES. COILED & BOUND WITH ADJUSTABLE STRAPS. THREADED CORD COMPRESSION CONNECTOR JUNCTION BOX / RECEPTACLE AS NOTED ON DRAWINGS OR SCHEDULES. HEAVY DUTY STAINLESS STEEL WIREMESH CABLE SUPPORT GRIP.300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/21/2020 9:07:47 AMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_ELEC_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set ELECTRICAL SCHEDULES & DETAILS E500450 6th St.Waukee Iowa7.PROJECT SCHEDULE: ALL PRODUCTS MUST MEET A MAXIMUM 5 WEEK/25 BUSINESS DAY LEAD TIME IN ORDER TO MEET PROJECT SCHEDULE. 6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FILLING OUT ALL UTILITY REBATE FORMS FOR OWNER. 5. ADJUSTABLE INTERIOR AND EXTERIOR LIGHT FIXTURES SHALL BE TARGETED AND ADJUSTED BY THE CONTRACTOR UNDER THE OBSERVATION AND IN COMPLIANCE WITH RECOMMENDATIONS OF THE ARCHITECT. ALL LABOR AND MATERIAL COSTS MADE NECESSARY BY THIS REQUIREMENT SHALL BE INCLUDED. 4.CONTRACTOR IS RESPONSIBLE FOR ALL MISCELLANEOUS HARDWARE NECESSARY TO INSTALL AND SUPPORT THE LUMINAIRES. 3.VERIFY COMPATIBILITY OF LIGHT FIXTURES WITH CEILING MATERIAL, ADJACENT CONSTRUCTION, AND ADJACENT FINISHES PRIOR TO SHOP DRAWINGS SUBMITTAL AND NOTIFY THE ARCHITECT OF ANY CONFLICTS WITH THE PROPOSED... 2. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT MOUNTING LOCATIONS, DETAILS, AND CONFIGURATIONS OF ALL LUMINAIRES. IF ARCHITECTURAL DRAWINGS DO NOT CLARIFY EXACT MOUNTING LOCATION OR DETAIL, CONTRACTOR SHALL ISSUE AN RFI FOR ARCHITECT TO SPECIFICALLY CLARIFY PRIOR TO FIXTURE ROUGH-IN. 1.ALL FIXTURES SHALL BE U.L. OR SIMILARLY LISTED. NOTES: LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER MODEL DESCRIPTION VOLTAGE LOAD-VA LAMP TYPE APPROVED EQUALS E1 HUBBELL DUAL-LITE EV-2-D ARCHITECTURAL LED EMERGENCY LIGHT. UV STABILIZED THERMOPLASTIC HOUSING. MATTE WHITE FINISH. DAMP LOCATION LISTED. CEILING MOUNTED OR WALL MOUNTED AT ELEVATION AS SHOWN ON DRAWINGS. (2) HIGH POWER 1W ADJUSTABLE LED LAMPS DELIVERING APPROXIMATELY 100 LUMENS PER LAMP. INTEGRAL BATTERY DELIVERING 90 MINUTES OF EMERGENCY EGRESS POWER. INTEGRAL PUSH-TO-TEST SWITCH. 120 V 2 VA LED AS APPROVED BY ENGINEER. E1A HUBBELL DUAL-LITE EV-4-D SIMILAR TO TYPE E1. OVERSIZED BATTERY TO POWER REMOTE HEAD FIXTURE E2. 120 V 2 VA LED AS APPROVED BY ENGINEER. E2 HUBBELL DUAL-LITE EVO-D-W OUTDOOR LED REMOTE HEAD EMERGENCY LIGHT FIXTURE. DIA-CAST ALUMINUM HOUSING, CORROSION RESISTANT FINISH. (2) ADJUSTABLE LED LAMPS DELIVERING APPROXIMATELY 100 LUMENS PER LAMP. POWERED FROM FIXTURE E1A. 120 V LED AS APPROVED BY ENGINEER. F1 HUBBELL COLUMBIA MPS-4-40K-HL-C-W-E-U NARROW LED STRIP FIXTURE. 4’ IN TOTAL LENGTH. DIFFUSE ACRYLIC LENS. INTEGRAL LED DRIVER PRE-WIRED FOR NON-DIMMING APPLICATIONS. APPRROXIMATELY 5,500 DELIVERED LUMENS, 4,000K CCT, L70 LUMEN MAINTENANCE AT 50,000 HOURS. WALL/CEILING/ OR PENDANT MOUNTED AS INDICATED. PROVIDE WITH CHAIN MOUNTING SUPPORT WHERE PENDANT MOUTING INDICATED. 120 V 50 VA LED / 4,000K CCT / NON-DIMMING AS APPROVED BY ENGINEER. F2 ILP PAN22-30WLED-U-40 2BY2 LED FLAT PANEL FIXTURE. ALUMINUM HOUSING WITH MATTE WHITE FINISH. ACOUSTICAL CEILING TILE INSTALLATION. INTEGRAL UNIVERSAL 120/277V DRIVER. APPROXIMATELY 4,000 DELIVERED LUMENS, 4,000 CCT, MIN 80 CRI. 120 V 31 VA LED / 4,000K CCT / NON-DIMMING AS APPROVED BY ENGINEER. F2A ILP PAN24-30WLED-U-40 SIMILAR TO TYPE F2. 2BY4 APERTURE.120 V 32 VA LED / 4,000K CCT / NON-DIMMING AS APPROVED BY ENGINEER. F2B ILP PAN22-30WLED-U-40-SM SIMILAR TO TYPE F2. PROVIDE AND INSTALL WITH SURFACE MOUNT KIT. 120 V 31 VA LED / 4,000K CCT / NON-DIMMING AS APPROVED BY ENGINEER. F4 INSIGHT LIGHTING PCM-3.5-40K-120-SM-12- UNV-DIM-MG-FL LED ADJUSTABLE MICRO COVE FIXTURE. FROSTED ACRYLIC LENS. 120 DEGREE OPTICAL DISTRIBUTION. 160 DEGREES OF ADJUSTABLE VERTICAL ROTATION. INTEGRAL UNIVERSAL 120-277V DRIVER PRE-WIRED FOR 0-10V DIMMING DOWN TO 10%. INTEGRAL LEDS DELIVERING APPROXIMATELY 1,300 LUMENS, 4,000K CCT, MIN 80 CRI. COORDINATE AIMING AND FINAL INSTALL LOCATION DURING MOCKUP WITH OWNER/ARCHITECT PRIOR TO FINAL ROUGH-IN. 120 V 4 VA LED / 4,000K CCT / 0-10V DIMMING TO 10% AS APPROVED BY ENGINEER. IN 1i HUBBELL DUAL-LITE LPS-55-S 55W SINGLE PHASE EMERGENCY MICRO INVERTER. NORMALLY OFF OPERATION. DELIVERS RATED OUTPUT 120VAC POWER FOR A MINIMUM 90 MINUTES OF OPERATION. NEAR INSTANTANEOUS TRANSFER TIME. INTEGRAL PUSH TO TEST BUTTON. LEAD CALCIUM BATTERIES WITH 3 YEAR TYPICAL BATTERY LIFE WITH 7 YEAR PRO RATA. 120 V 55 VA N/A AS APPROVED BY ENGINEER. P1 PATHWAY LIGHTING P5-MB-A-V-90-C9-4K-DA- P5D-AW-MB-2 INDUSTRIAL PENDANT LOW-BAY DOME FIXTURE. ANODIZED ALUMINUM DOME. MATTE BLACK DOME FINISH. INTEGRAL 120/277V DRIVER DELIVERING APPROXIMATELY 5,900 DELIVERED LUMENS, 4,000K CCT, MIN 90 CRI. 0-10V DIMMABLE DRIVER CAPABLE OF DIMMING DOWN TO 1% LIGHT OUTPUT. CLEAR FLAT ACRYLIC LENS. ADJUSTABLE AIRCRAFT CABLE SUSPENSION, MOUNTING HEIGHT AS NOTED ON DRAWINGS. BLACK CANOPY WITH BLACK CORD. 120 V 86 VA LED , 4,000K CCT, 0-10V DIMMING TO 1% AS APPROVED BY ENGINEER. X1 HUBBELL DUAL-LITE EVE-U-G-W-E THERMOPLASTIC LED EXIT SIGN. UNIVERSAL WALL/CEILING/ SIDEMOUNT INSTALLATION WITH ADJUSTABLE CHEVRONS. MOUNTING AND CHEVRONS AS NOTED ON DRAWINGS. GREEN LETTER COLOR. INTEGRAL BATTERY DELIVERING 90 MINUTES OF EMERGENCY EGRESS POWER. INTEGRAL PUSH-TO-TEST SWITCH. 120 V 5 VA GREEN LED AS APPROVED BY ENGINEER. HOA HAND-OFF-AUTO GF GROUND FAULT CIRCUIT INTERRUPTION VFD VARIABLE FREQUENCY DRIVE FDS DUSED DISCONNECT SWITCH TS TOGGLE SWITCH WITH PLUG FUSE FAR FIRE ALARM SHUTDOWN RELAY TOR TIME DELAY OFF RELAY ECB ENCLOSED CIRCUIT BREAKER ST SHUNT TRIP CP CORD AND PLUG PROVIDED WITH UNIT SS START/STOP PUSHBUTTON CSD COMBINATION STARTER/DISCONNECT SSP START/STOP PUSHBUTTON WITH PILOT CB CIRCUIT BREAKER IN PANEL SD SUPPLY AIR DUCT DETECTOR BO PROVIDED BY OTHERS RSR RUN STATUS RELAY , NORMALLY OPEN 4X NEMA 4X ENCLOSURE RD RETURN AIR DUCT DETECTOR 4 NEMA 4 ENCLOSURE NFD NON-FUSED DISCONNECT SWITCH 3R NEMA 3R ENCLOSURE MMS MANUAL MOTOR STARTER WITH FUSES 1 NEMA 1 ENCLOSURE INT INTEGRAL WITH EQUIPMENT FROM FACTORY ABBREVIATIONS: EQUIPMENT CONNECTION SCHEDULE TAG ELECTRICAL CHARACTERISTICS DISCONNECT CONTROLS REMARKSVOLTAGEPHASEMOTOR HP KW MCA TYPE SIZE (AMPS) NEMA RATING FUSE SIZE (AMPS)STARTER DESCRIPTION CP-1 120 V 1 - - 10 TS 20 1 - - - - CU-1 208 V 3 - - 20 NFD 60 3R - - - - CU-2 208 V 3 - - 18 NFD 30 3R - - - - CUH-1 208 V 1 - 2 - INT - - - - - - CUH-2 208 V 1 - 2 - INT - - - - - - CUH-3 208 V 1 - 2 - INT - - - - - - D-1 120 V 1 - - 13.2 TS 20 1 - - - CONTRACTOR TO CUT PRODUCT CORD AND HARDWIRE WITH DISCONNECT. VERIFY PROCEDURE WITH MANUFACTURER TO MAINTAIN LISTINGS AND WARRANTY. EF-1 120 V 1 - .05 - TS 20 1 - - - FAN SHALL OPERATE VIA LIGHTING CIRCUIT. EF-2 120 V 1 - .05 - TS 20 1 - - - FAN SHALL OPERATE VIA LIGHTING CIRCUIT. ERV-1 208 V 1 - - 4.9 TS 20 1 - - - - ERV-2 120 V 1 - - 10 TS 20 1 - - - - F-1 120 V 1 - - 11.3 TS 20 1 - - - - F-2 120 V 1 - - 11.3 TS 20 1 - - - - WH-1 120 V 1 - - 10 TS 20 1 - - - - CORRIDORS, VESTIBULES, COMMON SPACES: SENSORS PROGRAMMED FOR OCCUPANCY MODE, AUTOMATIC ON/OFF OPERATION, 20 MINUTES MINNIMUM, 30 MINUTES MAXIMUM. DIMMING CONTROL OF FIXTURES WITHIN DAYLIGHT ZONES SHALL BE BY ALWAYS ON DAYLIGHT SENSOR. 5. UNLESS INDICATED OTHERWISE, LIGHTING CONTROL SCHEMES/OPERATION SHALL BE AS FOLLOWS: 4. SENSOR EQIUIPMENT MANUFACTURERS SHALL PROVIDE FACTORY AUTHORIZED REPRESENTATIVE TO DEMONSTRATE TYPICAL INSTALLATION AND COMMISSIONING OF EQUIPMENT TO INSTALLING CONTRACTOR DURING PROJECT CONSTRUCTION. 3. WHERE LOW VOLTAGE POWER PACKS OR ROOM CONTROLLERS ARE PROVIDED, THESE DEVICES SHALL BE INSTALLED ABOVE NEARBY ACCESSIBLE CEILING TILES OR LOCATED IN ADJACENT MECHANICAL SPACES TO FIXTURES BEING CONTROLLED. POWERPACKS SHALL NOT BE LOCATED EXPOSED IN SPACES OR IN INACCESSIBLE LOCATIONS. 2. PROVIDE ALL SENSORS WITH MANUFACTURER RECCOMENDED POWER PACKS AND LOW VOLTAGE ROOM CONTROLLERS AS REQUIRED BY PRODUCT SUBMITTALS AND TO INSTALL A COMPLETE AND OPERATIONAL SYSTEM. MANUFACTURER TO PROVIDED DEVICE QUANTITES, LAYOUTS AND TYPICAL WIRING DETAILS DURING SHOP SUBMITTAL PROCESS. 1.ALL DEVICES SHALL BE U.L. OR SIMILARLY LISTED. NOTES: LIGHTING CONTROLS SCHEDULE TYPE MANUFACTURER MODEL DESCRIPTION ELECTRICAL DATA MOUNTING APPROVED EQUALS OS1 HUBBELL BUILDING AUTOMATION LHMTSI-W 1000 SQUARE FOOT COVERAGE ULTRASONIC AND PASSIVE INFRARED WALLBOX OCCUPANCY SENSOR WITH MANUAL ON SWITCH AND INTEGRAL DAYLIGHTING PHOTOCELL. IMPACT RESISTANT PIR LENS AND HOUSING WITH WHITE FINISH. 120/277 VOLT INPUT POWER. INTEGRAL SELF-ADJUSTING SENSITIVITY MICROPROCESSOR. FIELD CONFIGURE SENSOR FOR AUTOMATIC ON/OFF OPERATION. FIVE YEAR WARRANTY FURNISHED BY MANUFACTURER. 120 V/1-0 VA WALL WATTSTOPPER, LEVITON, GREENGATE, CRESTRON, AS APPROVED BY ENGINEER PC SENSOR SWITCH CMR-PC-ADC 120 V/1-0 VA WALL NO SCALEE500 1 ONE-LINE DIAGRAM NOTE: ALL CONDUCTORS THHN COPPER UNLESS OTHERWISE NOTED. FEEDER SCHEDULE TAG PHASE GROUND CONDUIT B 1- SET (4) #8 #10 (1) 1" F 1- SET (4) #3 #8 (1) 1 1/4" M 1- SET (4) #4/0 #8 (1) 2 1/2" T 1- SET (4) 600 MCM - (1) 4" NO SCALEE500 2 TELECOM ELEVATION INSTALLATION DETAIL NO SCALEE500 3 GROUND RING NO SCALEE500 4 SO CORD SUPPORT DETAIL CITY COMMENTS ASI-01 ASI-01 CITY COMMENTS April 20,2020 ASI-01 Jul 22, 2020 ASI-01 ASI-01 300 4th StWest Des Moines, IA 50265515-724-7938© DLR GroupREVISIONS 7/21/2020 9:07:48 AMBIM 360://11-20108-00 Old Station Craft Meats/11-20108-00_OSCM_KCL_ELEC_R20.rvt11-20108-00 March 27, 2020Old Station Craft MeatsPermit / Bid Set ELECTRICAL SCHEDULES E501450 6th St.Waukee IowaNOTES: TOTAL EST. DEMAND:107 A TOTAL CONN.:106 A RECEPTACLE 9090 VA 100.00% 9090 VA TOTAL EST. DEMAND:38491 VA POWER 27118 VA 100.00% 27118 VA TOTAL CONN. LOAD:38035 VA LIGHTING 1827 VA 125.00% 2284 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED... PANEL TOTALS "G" INDICATES GFCI TYPE CIRCUIT BREAKER. "L" INDICATES PROVIDE BREAKER WITH LOCKABLE HASP. LEGEND: 130 A 116 A 80 A 15083 VA 13331 VA 9620 VA LIGHTING 1 20 A 59 1085 0 60 20 A -- 1 SPARE RECEPTACLE 1 20 A 57 1440 0 58 20 A -- 1 SPARE RECEPTACLE 1 20 A 55 540 0 56 20 A -- 1 SPARE RECEPTACLE 1 20 A 53 180 0 54 20 A -- 1 SPARE RECEPTACLE 1 20 A 51 180 0 52 20 A -- 1 SPARE LIGHTING 1 20 A 49 687 0 50 20 A -- 1 SPARE EXTERIOR LIGHTING 1 20 A 47 55 0 48 20 A -- 1 SPARE WH-1/CP-1 1 20 A 45 1000 0 46 20 A -- 1 SPARE RECEPTACLE 1 20 A 43 1080 0 44 20 A -- 1 SPARE RECEPTACLE 1 20 A 41 360 0 42 20 A -- 1 SPARE RECEPTACLE 1 20 A 39 900 0 40 20 A -- 1 SPARE RECEPTACLE 1 20 A 37 720 0 38 20 A -- 1 SPARE RECEPTACLE 1 20 A 35 360 0 36 20 A -- 1 SPARE 3.2-SERVICE CASE 1 L 20 A 33 1152 0 34 20 A -- 1 SPARE RECEPTACLE 1 20 A 31 180 0 32 20 A -- 1 SPARE RECEPTACLE 1 20 A 29 360 1921 30 RECEPTACLE 1 20 A 27 180 1921 28 25 1000 1921 26 35 A 3 CU-1 CUH-2 2 20 A 23 1000 0 24 21 1000 0 22 CUH-1 2 20 A 19 1000 4300 20 20 A G 3 1-MEAT GRINDER / BAND SAW 3.3-SERVICE CASE 1 L 20 A 17 1152 0 18 15 641 1700 16 20 A G 2 15-SAUSAGE STUFFER 6-WALK-IN COOLER 2 20 A 13 641 832 14 F-1 1 15 A 11 1085 832 12 15 A 2 ERV-1 7-DISPLAY FREEZER 1 G 20 A 9 950 1267 10 20 A 1 D-1 RECEPTACLE 1 20 A 7 180 1152 8 20 A L 1 3.1-SERVICE CASE 12-SCALE PRINTER 1 G 20 A 5 480 750 6 20 A G 1 4-PATTY FORMER 8-DISPLAY COOLER 1 G 20 A 3 400 600 4 20 A G 1 16-DRY AGING CABINET 14-SLICER 1 G 20 A 1 370 480 2 20 A 1 6.1-WALK-IN COOLER AUX CIRCUIT DESCRIPTION P AMP CKT NO A B C CKT NO AMP P CIRCUIT DESCRIPTION NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 MAINS RATING:225 A SUPPLY FROM:UTILITY METER - 225A PHASES:3 MAINS TYPE:MLO LOCATION:RECEIVING 05 VOLTAGE:120/208 WYE SCCR RATING:22,000 A BRANCH PANEL: P1 NOTES: TOTAL EST. DEMAND:29 A RECEPTACLE 900 VA 100.00% 900 VA TOTAL CONN.:29 A POWER 9233 VA 100.00% 9233 VA TOTAL EST. DEMAND:10313 VA LIGHTING - EXTERIOR 50 VA 125.00% 63 VA TOTAL CONN. LOAD:10277 VA LIGHTING 94 VA 125.00% 118 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED... PANEL TOTALS LEGEND: 38 A 33 A 19 A 4354 VA 3689 VA 2233 VA SPARE 1 -- 20 A 41 0 0 42 20 A -- 1 SPARE SPARE 1 -- 20 A 39 0 0 40 20 A -- 1 SPARE SPARE 1 -- 20 A 37 0 0 38 20 A -- 1 SPARE SPARE 1 -- 20 A 35 0 0 36 20 A -- 1 SPARE SPARE 1 -- 20 A 33 0 0 34 20 A -- 1 SPARE SPARE 1 -- 20 A 31 0 0 32 20 A -- 1 SPARE SPARE 1 -- 20 A 29 0 0 30 20 A -- 1 SPARE SPARE 1 -- 20 A 27 0 0 28 20 A -- 1 SPARE SPARE 1 -- 20 A 25 0 0 26 20 A -- 1 SPARE SPARE 1 -- 20 A 23 0 0 24 20 A -- 1 SPARE SPARE 1 -- 20 A 21 0 0 22 20 A -- 1 SPARE RECEPTACLE 1 20 A 19 540 0 20 20 A -- 1 SPARE RECEPTACLE 1 20 A 17 360 0 18 20 A -- 1 SPARE 15 1000 0 16 20 A -- 1 SPARE CUH-3 2 20 A 13 1000 0 14 20 A -- 1 SPARE LIGHTING 1 20 A 11 144 0 12 20 A -- 1 SPARE ERV-2 1 20 A 9 960 0 10 20 A -- 1 SPARE F-2 1 15 A 7 1085 0 8 20 A -- 1 SPARE 5 1729 0 6 20 A -- 1 SPARE 3 1729 0 4 20 A -- 1 SPARECU-2 3 30 A 1 1729 0 2 20 A -- 1 SPARE CIRCUIT DESCRIPTION P AMP CKT NO A B C CKT NO AMP P CIRCUIT DESCRIPTION NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 MAINS RATING:100 A SUPPLY FROM:UTILITY METER - 100A PHASES:3 MAINS TYPE:MLO LOCATION:FUTURE TENANT 08 VOLTAGE:120/208 WYE SCCR RATING:22,000 A BRANCH PANEL: P2 ASI-01 ASI-01 ASI-01 Jul 22, 2020