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REVISEDCope Collision - Architectural Set Stamped - Feb 13 2019 (002)A1 A2 A3 A4 A5 A6 A7 A8 CODE PLAN LANDSCAPE/ SITE PLAN ELEVATIONS FLOOR PLAN REFLECTED CEILING PLAN SECTIONS WALL SECTIONS INTERIOR ELEVATIONS COPE COLLISION BY NETWORK ARCHITECTS WORKING DRAWINGS DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A1 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com FRIDGE SLOPE DW WASHER DRYER 2 A6 2 A6 1 A6 1 A6 3 A6 3 A6 1 A7 2 A7 3 A7 CURB CUT SEE: ACCESSIBLE ROUTE TEAR DOWN RE- ASSEMBLY ALUMINUM BODY FRAME METAL TENT BOOTH FRAME QUOTES/ WASH MISC/ WASH 24 OCCUPANTS 65' MAX TRAVEL 23 OCCUPANTS 67' MAX TRAVEL 13 OCCUPANTS 105' MAX TRAVEL 13 OCCUPANTS 110' MAX TRAVEL ADA RR DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A2 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com Imagery ©2018 Google, Map data ©2018 Google 200 ft Updated just now Set a home address Set a work address Light tra1c in this area Typical conditions Meridian 90° Project Title: Report date: 08/15/18 Data filename: copeCOMCHK.cck Page 1 of 3 COMcheck Software Version 3.9.2 Envelope Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title : Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information Building Location (for weather data): Meridian, Idaho Climate Zone: 5b Building Type for Envelope Requirements: Nonresidential Vertical Glazing / Wall Area Pct.: 13% Building Type Floor Area Automotive facility 8486 Office 1883 Section 3: Requirements Checklist Envelope PASSES: Design 2% better than code. Climate-Specific Requirements: Component Name/Description Gross Area or Perimeter Cavity R-Value Cont. R-Value Proposed U-Factor Budget U-Factor(a) South walls: Wood-Framed, 16" o.c. 1407 21.0 0.0 0.062 0.064 Window 1: Metal Frame:Double Pane with Low-E, Tinted, Fixed, SHGC 0.60 262 --- --- 0.250 0.380 Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, SHGC 0.60 DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A3 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com 25' 24' 18' 15' 0" MANUFACTURED STONE BASE (TYP). STEEL LATTICE SHADING DEVICE SEE DETAIL: ACCESSIBLE PARKING SIGNAGE BY SIGN COMPANY VERIFY 60" ABOVE FINISH GRADE. SIGNAGE BY SIGN COMPANY. BIKE PARKING T.O.W. T.O.W. T.O.W. T.O.W. T.O.W. PARKING ONLY PARKING ONLY 2 A4 1 A3 0'-6" 3'-8" 7'-0" 0'-8" 3'-10" 0'-6" 0'-2" 0'-2" 10'-8" 5'-0" 25' 15' 0" 18' 24' 14' ATTIC VENTS BETWEEN TRUSSES VERIFY VENTING IS 1 SF FOR EVERY 300 SF OF ATTIC AREA. SPACE UNIFORMLY ALONG ELEVATION HOSE BIB SEE PLUMBING PLAN GLASS GARAGE DOOR SIGNAGE BY OTHERS V.I.F. DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A4 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com U 14' 14' T 6'-8" 3' 8 10' 12' A 8' 6' 2 5' 3' 3 5' 3' 1 5' 3' S 14' 12' S 14' 12' 7 10' 10' B 8' 6' V 14' 14' I 6'-8" 3' H 6'-8" 3' G 6'-8" DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A5 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com 15'-101/2" 8'-81/2" 10'-61/2" 10'-81/4" 8'-81/2" 8'-81/2" 8'-81/2" 8'-81/2" 2 A6 2 A6 1 A6 1 A6 3 A6 3 A6 1 A7 2 A7 3 A7 5/8" GYP BD. OVER 1.5" HAT CHANNELS ATTACHED TO STRUCTURE ABOVE. TO PROVIDE 1 HOUR RATING FOR CEILING TRUSSES, TEXTURED AND PAINTED. (TYP) BY MFR. V.I.F. STEP IN CEILING TO MATCH TRUSS BOTTOM CHORDS METAL SOFFIT OVER 5/8" GYP OVER 1.5" HAT CHANNELS (TYP) METAL SOFFIT OVER 5/8" GYP OVER 1.5" HAT CHANNELS (TYP) 5/8" GYP BD. OVER 1.5" HAT CHANNELS @ 24" O.C. ATTACHED TO STRUCTURE ABOVE. TO PROVIDE 1 HOUR RATING FOR CEILING TRUSSES, TEXTURED AND PAINTED. (TYP) REFLECTED CEILING PLAN 1/8" = 1'-0" DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A6 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com 16' 0" 14'-0" 10' 0" 8'-11/8" 25' 16' 25' 24' 15' 10'-93/4" 5/8" GYPSUM DRAFT STOPPING BOTH SIDES FLAT 2X4 @ 24" O.C. DIVIDE CONCEALED ATTIC SPACE INTO 3000 SF AREA OR SMALLER. UL 338 ASSEMBLY 5/8" GYPSUM DRAFT STOPPING BOTH SIDES FLAT 2X4 @ 24" O.C. DIVIDE CONCEALED ATTIC SPACE INTO 3000 SF AREA OR SMALLER. UL 338 ASSEMBLY MIN R-30 BLOWN IN CELLULOSE INSULATION (TYP) TPO ROOFING OVER 8" MIN R-30 RIGID INSULATION, OVER ROOF SHEATHING, OVER ROOF TRUSSES @ 24" O.C. FINISH W/ 5/8" GYP BD. BOT OF TRUSS (TYP) SIGNAGE BY SIGN COMPANY. ID 1 2 3 4 5 6 7 8 HEAD HEIGHT 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 10'-0" 10'-0" WINDOW TYPE NOTES W x H Size 3'-0"×5'-0" 3'-0"×5'-0" 3'-0"×5'-0" 3'-0"×5'-0" 3'-0"×5'-0" 5'-0"×5'-0" 10'-0"×10'-0" 12'-0"×10'-0" FRONT VIEW WINDOW SCHEDULE DOOR LIST DOOR A B C D E F G H I J K DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A7 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com 6" 2" MANUFACTURED STONE VENEER OVER RECOMMENDED SCRATCH COAT AND PREPARATION OVER RECOMMENDED PAPER OVER MIN 15/32" FIRE RATED O.S.B. (SEE STRUCT) OVER 2X6 @ 16" O.C. INSULATE W/ R-19 MIN BATTE INSULATION. FINISH W/ 5/8" GYB INTERIOR. ASSEMBLY TO BE 1 HOUR RATED, VERIFY INTERIOR FINISH W/ OWNER MORE DURABLE MATERIAL MAY BE NEEDED AT CERTAIN HEIGHTS OR LOCATIONS. 4" MIN CONC SLAB ON GRADE OVER 8 MIL VAPOR BARRIER OVER 4" GRAVEL FILL OVER EXISTING SOIL OR COMPACTED FILL. FOOTING TO REST ON UNDISTURBED SOIL OR COMPACTED FILL. WATERPROOF STEM WALL RUN ONTO FOOTING. COLORED METAL WALL CAP OVER WALL TRIM MIN R-10 RIGID INSULATION CONC. SIDEWALK SLOPE AWAY FROM BUILDING SEE CIVIL DRAWINGS TPO ROOFING OVER SHEATHING OVER ROOF FRAMING SEE STRUCT. RUN UP WALL UNDER METAL ROOF CAP 3 COAT STUCCO SYSTEM OVER BUILDING PAPER OVER MIN 15/32" FIRE RATED O.S.B. (SEE STRUCT) OVER 2X6 @ 16" O.C. INSULATE W/ R-19 MIN BATTE INSULATION. FINISH W/ 5/8" GYB INTERIOR. ASSEMBLY TO BE 1 HOUR RATED, VERIFY INTERIOR FINISH W/ OWNER MORE DURABLE MATERIAL MAY BE NEEDED AT CERTAIN HEIGHTS OR LOCATIONS. SHADE AWNING TO BE DESIGN BUILD, MADE FROM 2"X 4" TUBE STEEL PAINT TO MATCH OTHER METAL. COORD CABLE DETAILS W/ STRUCTURAL. LATTICE MEMBERS @ 6" O.C. V.I.F. SHADE AWNING TO BE DESIGN BUILD, MADE FROM 2"X 4" TUBE STEEL PAINT TO MATCH OTHER METAL. COORD CABLE DATE:2/12/19 NETWORK ARCHITECTS COPE COLLISION WORKING DRAWINGS 1752 E. FRANKLIN RD. MERIDIAN ID 83642 PLOTDATE: Tuesday, February 12, 2019 A8 prosecuted to the fullest extent of the law at the minimum of $100,000 per incident. or referenced without prior written approval by Network Architects. All violations will be strictly controlled by US copyright law. This document and design may not be copied, emulated, © Copyright 2018 Network Architects. The use of this document and the home herein is JRS 12/21/18 D E S I G N O R I E N T E D P R O J E C T S 2517 W. NEFF CT. BOISE, IDAHO 83702 PHONE: 208-315-1967 www.networkarch.com 1'-0" 3'-6" 3'-4" 3'-3" 1'-6" 2'-10" 2'-10" 0'-9" 2'-3" 0'-6" 0'-8" 2'-10" 3'-4" SOAP DISPENSER TRASH RECEPTICLE UNDER COUNTER MIRROR SCALD GUARDS OVER PIPES TYP VINYL COVE BASE (TYP) 2'-10" 3'-0" 0'-41/4" EPOXY PAINT OVER MOISTURE RATED GYP BD. IN ALL RESTROOMS (TYP) 2'-10" 2'-10" 4'-0" 4'-0" 4'-0" 6" 4'-0" RECESS INTO DEEP WALL FOR DISPLAY/ STORAGE COFFEE AREA VERIFY IN FIELD. LOBBY COUNTER SIGNAGE BY OTHERS VINYL COVE BASE (TYP) 2'-10" STOREFRONT WINDOWS AND DOORS V.I.F. W/ WINDOW SUPPLIER. (TYP) EXIT SIGNS SEE ELECTRICAL (TYP) 2'-10" COUNTER FOR REFRESHMENTS AND SNACKS FOR WAITING PATRONS (TYP) VINYL COVE BASE (TYP) 2'-10" 1'-6" 3'-0" ACCESSIBLE SINK FRIDGE VINYL COVE BASE (TYP) EQ EQ ACCESSIBLE SHOWER INSERT INSTALL AS PER MFR. WASHER DRYER ADA R.R. 1/4" = 1'-0" 1 A8 LOBBY 1/4" = 1'-0" 3 A8 MEETING/ BREAK 1/4" = 1'-0" 4 A8 TOILET 1/4" = 1'-0" 2 A8 OFFICE 1/4" = 1'-0" 5 A8 SHOWER 1/4" = 1'-0" 6 A8 "4" "3" "2" "1" "4" "3" "2" "1" "4" "3" "2" "1" "4" "3" "2" "1" "4" "3" "2" "1" DETAILS W/ STRUCTURAL. LATTICE MEMBERS @ 6" O.C. AWNING TO ACT AS HEAD TRIM FOR WINDOWS AND DOORS. V.I.F. SLOPE 24' 16' 0" 2" 4" MIN CONC SLAB ON GRADE OVER 8 MIL VAPOR BARRIER OVER 4" GRAVEL FILL OVER EXISTING SOIL OR COMPACTED FILL. SLOPE SLAB TO DRAIN TOWARDS TRENCH DRAIN IN CENTER OF SPACE (TYP) MIN R-10 RIGID INSULATION ASPHALT BUILT UP TO GARAGE DOORS SLOPE AWAY FROM BUILDING (TYP) FOOTING TO REST ON UNDISTURBED SOIL OR COMPACTED FILL. WATERPROOF STEM WALL RUN ONTO FOOTING. OVERHEAD SECTIONAL DOOR ATTIC VENTS BETWEEN TRUSSES VERIFY VENTING IS 1 SF FOR EVERY 300 SF OF ATTIC AREA. SPACE UNIFORMLY ALONG ELEVATION R-30 MIN CELLULOSE BLOWN IN INSULATION. 5/8" GYP BD. TEXTURED AND PAINTED. OVER 1.5" HAT CHANNELS @ 24" O.C. FULLY ATTACHED TO STRUCTURE. 1 HOUR RATED CONSTRUCTION (TYP) ROOF CRICKET SLOPE TO ROOF DRAINS, SEE PLUMBING AND STRUCTURAL. COLORED METAL WALL CAP TPO ROOFING OVER SHEATHING OVER ROOF FRAMING SEE STRUCT. RUN UP WALL UNDER METAL ROOF CAP RUN PILASTER 2" ABOVE T.O.W. (TYP) 3 COAT STUCCO SYSTEM OVER BUILDING PAPER OVER MIN 15/32" FIRE RATED O.S.B. (SEE STRUCT) OVER 2X6 @ 16" O.C. INSULATE W/ R-19 MIN BATTE INSULATION. FINISH W/ 5/8" GYB INTERIOR. ASSEMBLY TO BE 1 HOUR RATED, VERIFY INTERIOR FINISH W/ OWNER MORE DURABLE MATERIAL MAY BE NEEDED AT CERTAIN HEIGHTS OR LOCATIONS. 1/4 12 F.F. EL BEARING T.O.W. 15' 10'-1" 0" 3 COAT STUCCO SYSTEM OVER BUILDING PAPER OVER MIN 15/32" FIRE RATED O.S.B. (SEE STRUCT) OVER 2X6 @ 16" O.C. INSULATE W/ R-19 MIN BATTE INSULATION. FINISH W/ 5/8" GYB INTERIOR. ASSEMBLY TO BE 1 HOUR RATED, VERIFY INTERIOR FINISH W/ OWNER MORE DURABLE MATERIAL MAY BE NEEDED AT CERTAIN HEIGHTS OR LOCATIONS. 4" MIN CONC SLAB ON GRADE OVER 8 MIL VAPOR BARRIER OVER 4" GRAVEL FILL OVER EXISTING SOIL OR COMPACTED FILL. MIN R-10 RIGID INSULATION FOOTING TO REST ON UNDISTURBED SOIL OR COMPACTED FILL. WATERPROOF STEM WALL RUN ONTO FOOTING. METAL SOFFIT ROOF CRICKET SLOPE TO ROOF DRAINS, SEE PLUMBING AND STRUCTURAL. COLORED METAL WALL CAP TPO ROOFING OVER SHEATHING OVER ROOF FRAMING SEE STRUCT. RUN UP WALL UNDER METAL ROOF CAP F.F. EL CEILING V.I.F. W/ WINDOW HD. HT. T.O.W. 12 1/2 WALL SECTION 3/4" = 1'-0" 1 A7 WALL SECTION 3/4" = 1'-0" 2 A7 WALL SECTION 3/4" = 1'-0" 3 A7 L M O P S S T U V W X FROM LOBBY LOBBY BODY SHOP LOBBY HALLWAY HALLWAY HALLWAY HALLWAY HALLWAY HALLWAY BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP BODY SHOP TO EXTERIOR EXTERIOR LOBBY ADA RESTROOM OFFICE 116 JAN OFFICE 112 OFFICE 110 OFFICE 108 MEETING MEETING TOILET SHOWER EXTERIOR PAINT MIX EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR PAINT BOOTH PAINT BOOTH W x H Size 6'-0"×8'-0" 6'-0"×8'-0" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 12'-0"×14'-0" 14'-0"×14'-0" 3'-0"×6'-8" 14'-0"×14'-0" 14'-0"×14'-0" 10'-0"×10'-0" 3'-0"×6'-8" DOOR TYPE & MAT VL ALUMINUM VL ALUMINUM FL HM FL WOOD FL WOOD FL WOOD FL WOOD FL WOOD FL WOOD FL WOOD FL HM FL HM FL HM FL HM FL HM ROLL UP STEEL ROLL UP STEEL FL HM ROLL UP STEEL ROLL UP STEEL BY PAINT BOOTH CO. BY PAINT BOOTH CO. HARDWARE PANIC SET PANIC SET PANIC LATCH SET LOCKABLE LATCH SET LATCH SET LATCH SET LATCH SET LATCH SET LATCH SET LATCH SET LATCH SET LOCKABLE LATCH SET LOCKABLE PANIC LATCH SET ELECTRIC OPENER ELECTRIC OPENER PANIC ELECTRIC OPENER ELECTRIC OPENER BY MFR. BY MFR. GLAZING FULL GLASS W/ TRANSOM AND SIDELITES SEE ELEV FULL GLASS W/ TRANSOM AND SIDELITES SEE ELEV 24X32 24X32 FRAME ALUMINUM ALUMINUM STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL BY MFR FRAME TYPE STO STO HM HM TI TI TI TI TI TI HM HM HM HM HM OHD OHD HM OHD OHD BY MFR BUILDING SECTION 1/8" = 1'-0" 1 A6 BUILDING SECTION 1/8" = 1'-0" 2 A6 BUILDING SECTION 1/8" = 1'-0" 3 A6 3' F 6'-8" 3' E 6'-8" 3' P 6'-8" 3' X 6'-8" 3' 4 5' 3' 5 5' 3' D 6'-8" 3' 6 5' 5' C 6'-8" 3' K 6'-8" 3' L 6'-8" 3' M 6'-8" 3' J 6'-8" 3' S 14' 14' W 10' 10' O 6'-8" 3' FRIDGE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE DW WASHER DRYER 2 A4 51/2" 15'-2" 31/2" 7'-21/2" 31/2" 10'-7" 51/2" 144'-3" 45'-5" 64'-10" 34'-0" 2'-0" 22'-111/2" 22'-51/2" 39'-10" 25'-0" 6'-0" 11'-0" 11'-0" 6'-0" 2'-0" 71'-11" 5'-111/2" 26'-111/2" 9'-0" 35'-111/2" 78'-3" 64'-0" 142'-3" 16'-21/2" 68'-71/2" 9'-71/4" 38'-61/2" 1'-61/2" 11'-10" 1'-61/2" 10'-63/4" 1'-61/4" 1'-61/2" 30'-11" 16'-3" 7'-11 1/2" 5'-21/2" 51/2" 12'-5" 14'-1" 5'-6" 32'-0" 3'-01/2" 27'-01/2" 4'-0" 51/2" 9'-111/2" 31/2" 7'-21/2" 31/2" 15'-2" 31/2" 3'-61/2" 31/2" 8'-6" 51/2" 12'-0" 51/2" 51/2" 31'-61/2" 51/2" 51/2" 11'-8" 51/2" 19'-5" 51/2" 51/2" 26'-7" 1'-1" 18'-01/2" 31/2" 4'-81/2" 11'-41/2" 51/2" 2'-91/2" 4'-01/2" 6" 4'-01/2" 51/2" 1'-0" 13'-21/4" 1'-0" 13'-21/4" 1'-0" 13'-21/4" 1'-0" 13'-21/4" 1'-0" 13'-21/4" 6" 6" 5'-111/2" 58'-11" 13'-9" 7'-11 1/2" 15'-0" 7'-11 1/2" 1'-6" 19'-101/2" 1'-6" 19'-8" 1'-6" 19'-101/2" 1'-6" 1'-0" 31/2" 1'-0" 31/2" 31/2" 1'-6" 1'-0" 1'-6" 28'-7" 1'-6" 28'-7" 1'-6" 16'-101/4" 2 A6 2 A6 1 A6 1 A6 3 A6 3 A6 1 A7 2 A7 3 A7 1 2 3 4 1 A8 1 2 3 4 3 A8 1 2 3 4 4 A8 1 2 3 4 5 A8 1 2 3 4 6 A8 1 2 3 4 2 A8 2A FIRE EXTINGUISHER AS PER FIRE MARSHALL. PARKING FOR BICYCLES RACK TO BE ANCHORED TO GROUND AND ALLOW BIKE TO STAND VERTICALLY AND BE LOCKED TO RACK MIN 34" HIGH. 34" HIGH RECEPTION DESK W4 NICHE IN WALL W2 W2 W1 W1 W1 W1 W1 W2 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 ENTIRE PAINT BOOTH WALLS AND DOORS BY MFR. W1 W1 W4 W1 W4 W4 W3 W3 W1 W4 W4 W4 W4 W1 W1 34" HIGH COFFEE BAR 10-B FIRE EXTINGUISHER AS PER FIRE MARSHALL. FILE CABINET FLOOR DRAINS SLOPE FLOOR AS REQUIRED. (TYP) FLOOR DRAIN HOSE BIB HOSE BIB INSIDE AND OUTSIDE (TYP) HOSE BIB INSIDE AND OUTSIDE (TYP) HOSE BIB INSIDE AND OUTSIDE (TYP) HOSE BIB UTILITY TROUGH SINK EMERGENCY EYEWASH STATION VERIFY MOUNTING AND DESIGN W/ MANUFACTURER. TEAR DOWN RE- ASSEMBLY BODY ALUMINUM FRAME METAL TENT BOOTH FRAME QUOTES/ WASH MISC/ WASH WALL SCHEDULE WALL INTERIOR FRAMING EXT. FINISH NOTES U.L. LISTING W1 5/8" GYP 2X6 @ 16" O.C. STUCCO FINISH OVER 15/32" FIRE TREATED O.S.B. 1 HOUR RATED V 314 W2 5/8" GYP OVER 2X6 @ 16" O.C. STUCCO FINISH OVER 15/32" FIRE TREATED O.S.B. 1 HOUR RATED V 314 9/16" O.S.B. W3 5/8" GYP 2X6 @ 16" O.C. 5/8" GYP 1 HOUR RATED INTERIOR WALL U 309 W4 5/8" GYP 2X4 OR 2X6 @ 16" O.C. 5/8" GYP INTERIOR WALL NON BEARING NOT RATED CL CL C L CL CL C L C L C L C L CL CL CL CL ADA RR 018 A: 87.51 sq ft SHOWER 006 A: 71.95 sq ft SHOP 000 A: 8,053.89 sq ft Occupancy: 27 OFFICE 012 A: 126.86 sq ft Occupancy: 2 OFFICE 010 A: 130.59 sq ft Occupancy: 2 OFFICE 008 A: 132.32 sq ft Occupancy: 2 OFFICE 016 A: 132.12 sq ft Occupancy: 2 MEETING/BREAK 014 A: 227.51 sq ft Occupancy: 16 LOBBY 022 A: 313.71 sq ft Occupancy: 21 RECEPTION 020 A: 111.25 sq ft Occupancy: 2 PAINT BOOTH 004 A: 345.87 sq ft Occupancy: 2 MIX 002 A: 82.04 sq ft Occupancy: 1 JAN 005 A: 25.07 sq ft QUOTES/ DROPOFF E01 A: 662.08 sq ft TOILET 007 A: 25.08 sq ft 1'-61/2" 16'-63/4" 1'-6" 8'-6" 1'-6" 15'-2" 1'-6" 12'-4" 1'-1" 30'-91/2" 13'-9" 6'-9" 14'-1" 6'-21/2" 1'-1" 6'-10" 17'-6" 6'-51/2" 1'-0" 1'-6" 2x6 ON MAIN ELEVATION (SEE PLAN) 2x4 CORNER/ SIDE ELEVATION (SEE PLAN) STUCCO OVER MANUFATURE'S RECOMENDED UNDERLAYMENT OVER FIRE RATED O.S.B. OVER FRAMING (TYP) MANUFACTURED STONE VENEER AT BASE (SEE ELEVATIONS) OVER MANUFATURE'S RECOMENDED UNDERLAYMENT OVER FIRE RATED O.S.B. OVER FRAMING (TYP) MAIN FLOOR PLAN 1/8" = 1'-0" PILASTER DETAIL 1 1/2"= 1'-0" 2 A4 DO NOT SCALE DRAWINGS VERIFY ALL HOSE BIB LOCATIONS WITH OWNER. INSTALL INTERIOR SOUND INSULATION - VERIFY LOCATIONS WITH OWNER. FINISHES: CONTRACTOR AND OWNER SHALL REVIEW ALL FINISH MATERIALS PRIOR TO CONSTRUCTION TO PROVIDE SUBSTRUCTURE AS REQUIRED FOR PROPER INSTALLATION OF THESE MATERIALS. ALL FINISHED CORNERS OF SHEET ROCK WALLS TO BE PROTECTED TO 48" A.F.F. ALL BUILT-INS AND CABINETRY DESIGN BY OTHERS. VERIFY DIFFERENT FLOOR FINISHES SELECTED BY OWNER/CONTRACTOR TO ADJUST SUB FLOOR HEIGHTS AS REQUIRED TO ACCOMMODATE MATERIAL THICKNESS DIFFERENCES AND SLOPE FOR FLOOR DRAINAGE. CONTRACTOR TO VERIFY ADEQUATE SITE DRAINAGE. FOOTING DRAINS ALL WAY AROUND BUILDING - DRAIN TO NATURAL OUT FLOW / DAYLIGHT OR STORM DRAIN. ALL INTERIOR DESIGN TO BE BY OTHERS. NOTES: NON-STRUCTURAL ROOF OR CEILING BEAMS MUST BE SECURELY ANCHORED TO FRAMING. CONTRACTOR'S OPTION TO INSTALL BEFORE OR AFTER (OVER) SHEET ROCK FOR INTERIOR APPLICATIONS. ALL FASTNERS MUST BE COUNTERSUNK AND PLUGGED. VERIFY INSULATION MINIMUMS: CEILINGS R-30, WALLS R-21, SLAB PERIMETER R-10. SEAMLESS VAPOR BARRIER/RADON RETARDER TO BE USED BELOW ALL SLABS. OWNER OPTION TO GO FURTHER WITH RADON OR MOLD PREVENTION STEPS. ALL EXPOSED METAL FLASHINGS TO BE COLORED METAL OR AS PER OWNER. STUCCO COLOR #1 BUILT UP STUCCO TRIM (TYP) BUILT UP STUCCO TRIM (TYP) STUCCO COLOR #2 ALL TRIMS (TYP) MANUFACTURED STONE BASE (TYP). CONTROL JOINT (TYP) T.O.W. T.O.W. T.O.W. T.O.W. T.O.W. B.O.B. 3 12 24' 18' 14' 0" 11' STUCCO COLOR #1 (TYP) STUCCO COLOR #2 (TYP) STUCCO COLOR #2 (TYP) MANUFACTURED STONE BASE (TYP). B.O.B. T.O.W. T.O.W. T.O.W. B.O.B. 25' 26' 0" 13' 24' 0'-2" STUCCO COLOR 1 (TYP) STUCCO COLOR 2 TYP COLORED METAL WALL CAP (TYP) RUN PILASTERS 2" ABOVE T.O.W. TYP ATTIC VENTS BETWEEN TRUSSES VERIFY VENTING IS 1 SF FOR EVERY 300 SF OF ATTIC AREA. SPACE UNIFORMLY ALONG ELEVATION 3 12 T.O.W. T.O.W. T.O.W. T.O.W. T.O.W. ABBREVIATIONS A.B. = Anchor Bolt A/C = Air Conditioning ADJ. = Adjustable A.F.F. = Above Finish Floor ALT. = Alternate ALUM. = Aluminum APMR = As Per Manufacturer’s Recommendations B.B. = Bond Beam BD. = Board BM. = Beam B.O. = Bottom Of B.O.B. = Bottom Of Beam BOT. = Bottom BSE. = Base B.W. = Both Ways CAB. = Cabinet C.J. = Control Joint C.L. = Clean Out COL. = Column CONC. = Concrete CONT. = Continuous COORD. = Coordinate D.S. = Down Spout D. = Dryer DET. = Detail DIA. = Diameter DIAG. = Diagonal DISP. = Disposal DN. = Down DO = Ditto D.W. = Dish Washer EA. = Each ELEC. = Electrical EL. = Elevation ELEV. = Elevation EXIST. = Existing EXP. = Expansion EXT. = Exterior FAB. = Fabrication F.B. = Floor Beam F.D. = Floor Drain FDN. = Foundation FE. = Fire Extinguisher F.F. = Finish Floor FIN. = Finish F.J. = Floor Joist F.O.W. = Face of Wall FLR. = Floor F.P. = Fire Place FRMG. = Framing FT. = Feet FTG. = Footing GFI. = Ground Fault Interrupt GYP. = Gypsum H.B. = Hose Bib HC = Handicap HORIZ. = Horizontal HT. = Height I.B.C = International Building Code K.P. = King Post LF. = Lineal Feet LIN. = Linen LOC. = Location LR. = Living Room MAX. = Maximum MFR. = Manufacture MICRO. = Microwave MIN. = Minimum MTL. = Metal N.I.C. = Not In Contract O.C. = On Center PLAM. = Plastic Laminate PL. = Plate PLN. = Plan PLY. = Ply wood PLUMB. = Plumbing P.M. = Project Manual P.T. = Pressure Treated RAFT. = Rafter R.B. = Roof Beam REF. = Refrigerator Repro = Reproduction REINF. = Reinforcing REQ. = Required RES. = Residence R.G. = Rain Gutter R.J. = Roof Joist RM. = Room R.O. = Rough Opening R.S. = Rough Sawn SDL = Single Divided Light S.F. = Square Feet SIM. = Similar SIMP. = Simpson S.I.P. = Structural Insulated Panel SPEC. = Specification STL. = Steel TDL = True Divided Light TEMP. = Temperature T & G = Tongue and Groove T.O. = Top Of T.O.A. = Top Of Arch T.O.B. = Top Of Beam T.O.B.B. = Top Of Bond Beam T.O.F. = Top Of Footing T.O.P. = Top Of Pier T.O.S. = Top Of Slab T.O.W. = Top Of Wall TYP. = Typical U.B.C. = Uniform Building Code U.N.O. = Unless Noted Otherwise USU = Usual UTIL. = Utility VERT. = Vertical V. = Volt V.I.F. = Verify In Field W. = Washer W/ = With W.H. = Water Heater W.P. = Water Proof LAST EDITED: 6/30/09 SOUTH ELEVATION 1/8" = 1'-0" WEST ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" CONTROL JOINT 1' = 1'-0" 1 A3 46 --- --- 0.250 0.380 West Walls: Wood-Framed, 16" o.c. 2161 21.0 0.0 0.062 0.064 Window 1 copy 1: Metal Frame:Double Pane with Low-E, Tinted, Fixed, SHGC 0.60 202 --- --- 0.250 0.380 Door 1 copy 1: Glass (> 50% glazing):Metal Frame, Entrance Door, SHGC 0.60 46 --- --- 0.250 0.380 Door 3: Glass (> 50% glazing):Metal Frame, Non-Entrance Door, SHGC 0.60 336 --- --- 0.136 0.380 Door 4: Other Door, Non-Swinging 196 --- --- 0.136 0.136 North Walls: Wood-Framed, 16" o.c. 1497 21.0 0.0 0.062 0.064 Door 4 copy 1: Other Door, Non-Swinging 196 --- --- 0.136 0.136 Door 6: Insulated Metal, Swinging 21 --- --- 0.250 0.370 East Walls: Wood-Framed, 16" o.c. 2102 21.0 0.0 0.062 0.064 Window 1 copy 1: Metal Frame:Double Pane with Low-E, Tinted, Fixed, SHGC 0.60 45 --- --- 0.250 0.380 Door 4 copy 2: Other Door, Non-Swinging 196 --- --- 0.136 0.136 Door 6 copy 1: Insulated Metal, Swinging 21 --- --- 0.250 0.370 Roof 1: Insulation Entirely Above Deck 1940 --- 30.0 0.032 0.039 Roof 2: Attic Roof with Wood Joists 8700 0.0 30.0 0.032 0.027 Floor 1: Slab-On-Grade:Unheated, Vertical 2 ft. 447 --- 10.0 --- --- Project Title: Report date: 08/15/18 Data filename: copeCOMCHK.cck Page 2 of 3 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) 'Other' components require supporting documentation for proposed U-factors. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. Continuous air barrier is provided throughout the building thermal envelope. ❑ 2. Air barrier joints and seams are sealed. The joints and seals are securely installed in or on the joint for its entire length. ❑ 3. Penetrations of the air barrier and paths of air leakage are caulked, gasketed or otherwise sealed in a manner compatible with the construction materials and location. Joints and seals are sealed in the same manner or taped or covered with a moisture vapor-permeable wrapping material. The joints and seals are securely installed in or on the joint for its entire length. ❑ 4. The air barrier is continuous for all assemblies that are the thermal envelope and across the joints and assemblies. ❑ 5. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, tested to <=2.0 cfm, and are sealed with gasket or caulk. ❑ 6. Materials making up the air barrier have air permeability <=0.004 cfm/ft2 or are qualifying materials as per Section C402.4.1.2.1. ❑ 7. Air leakage of fenestration. Windows/non-glazed sliding and swinging doors/skylights with no weepage openings <= 0.20 cfm/ft2. Skylights with weepage <= 0.30 cfm/ft2. Curtain walls/storefront glazing <= 0.06 cfm/ft2. Doors: glazed swinging entrance/revolving/rolling <= 1.00 cfm/ft2. Doors: garage <= 0.40 cfm/ft2. Exceptions: ❑ Field-fabricated assemblies. ❑ 8. Doors and access openings from conditioned space to shafts, chutes stairways and elevator lobbies are gasketed, weatherstripped or sealed. Exceptions: ❑ Door openings required to comply with International Building Code as per Section C402.4.4. ❑ 9. Stairway and shaft vents are provided with Class I motorized dampers with a leakage rate <= 4 cfm/ft2. Dampers are installed with controls so that they are capable of automatically opening upon activation of any fire alarm or the interruption of power to the damper. ❑ 10.Outdoor air supply and exhaust openings are provided with Class IA motorized dampers having a leakage rate <=4 cfm/ft2. Exceptions: ❑ Gravity (nonmotorized) dampers having a leakage rate <=20 cfm/ft2 are permitted for exhaust and relief dampers for buildings less than three stories in height above grade, or where the design outdoor air intake or exhaust capacity <=300 cfm. ❑ Dampers smaller than 24 inches in either dimension are permitted to have a leakage <=40 cfm/ft2. ❑ 11.Cargo doors and loading dock doors are weather sealed. ❑ 12.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance by the public, or intended solely for employee use. ❑ Doors that open directly from a space less than 3000 sq. ft. in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. ❑ 13.Component R-values & U-factors labeled as certified. ❑ 14.No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 15.'Other' components have supporting documentation for proposed U-Factors. ❑ 16.Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Except when instructed otherwise, edge joints between overlapping layers of continuous insulation are staggered. ❑ 17.Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of R-3.5 Minimum Skylight-Daylighting Requirements: ❑ 18.In enclosed spaces > 10,000 ft2 directly under a roof with ceiling heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, storage, gymnasium/exercise center, convention center, automotive service, manufacturing, non-refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply unless exempted: ❑ The daylight zone under skylights is >= half the floor area; ❑ The skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. Exceptions: ❑ Spaces where the proposed general lighting power densities < 0.5 W/ft2. ❑ Areas with obstructions that block direct beam sunlight on >= 1/2 of the roof over the enclosed area for more than 1,500 daytime hours per year between 8 am and 4 pm. ❑ Spaces where the daylight zone under rooftop monitors is > 50 percent of the enclosed space floor area. ❑ 19.Skylights in office, storage, automotive service, manufacturing, non-refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. Project Title: Report date: 08/15/18 Data filename: copeCOMCHK.cck Page 3 of 3 Additional Efficiency Package Requirements: ❑ 1. The reduced interior lighting power option has been selected as the additional efficiency package required by this energy code. Requirements for this package are applied to the interior lighting allowance calculations. Full compliance with this efficiency option requires inspection and verification that the interior lighting allowances and fixture schedule found in the interior lighting report are compliant and deemed to pass. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date SITE LOCATION NOT TO SCALE SITE 320 11th Ave S, Nampa, ID 83651 (208) 466-3331 DEVELOPER S 70'-1" 77'-10 3/4" 66'-3" 64'-2 1/2" 77'-11 3/4" 75' 69'-11 3/4" 26'-3 18' 1/2" 85'-11" 103'-11" 48' 30' 22' 20' 6' 36'-1" 34' 19'-91/2" 10,356.82 sq ft CONCRETE WALK CONCRETE SIDEWALK & GUTTER EXISTING APPROVED ACCESS VERIFY W/ CIVIL DRAWINGS ACCESSIBLE ROUTE CONCRETE SIDEWALK & GUTTER GRASS LAWN 10' LANDSCAPE BUFFER LINE EXISTING OVERHEAD POWERLINES VERIFY ALL TREES PLANTED BELOW 15' MAXIMUM HT. SO AS NOT TO IMPEAD OR BECOME ENTANGLED WITH LINES. 6' DIA BARK MULCH RING AROUND BASE OF TREE. TO SEPARATE TREE TRUNK FROM GRASS LAWN (TYP) EXISTING IRRIGATION LINES AND HOOKUPS NEW SYSTEM TO STUB INTO EXISTING AT APPROPRIATE LOCATION V.I.F. W/ LANDSCAPE SUB CONTRACTOR 6' HIGH WIRE FENCING W/ CONCEALING FABRIC OVER AROUND WEST AND BACK OF THE REAR PORTION OF THE PROPERTY USE EXISTING CURB CUT ACCESS ONTO NOLA ROAD VERIFY W/ CIVIL DRAWINGS. FUTURE STORAGE BUILDING AND COVERED PARKING PLACED AT PROPERTY LINE TO HELP CONCEAL REAR PARKING AREA. 6' HIGH STUCCO CONCEALING WALL AROUND SOUTH AND EAST SIDES OF THE REAR PORTION OF THE PROPERTY GRAVEL AREA NEW BUILDING COVERED ENTRY AND DROP OFF PARKING FOR BICYCLES UNDER THE ENTRY COVER SEE MAIN FLOOR PLAN & SPECIFICATION SHEETS OF BIKE RACK. COVERED STORAGE ASPHALT PARKING LOT 20' WIDE MOTORIZED GATE ENTRY W/ KEYPAD ACCESS 20' WIDE MOTORIZED GATE ENTRY W/ KEYPAD ACCESS 636.69' S 0˚ 28' 15" E 87.34' S 1˚ 18' 44" E 185.29' S 0˚ 28' 15" W 26.87' S 3˚ 28' 42" W 33.49' S 45˚ 15' 11" W 116.57' N 89˚ 57' 53" W 93.60' S 89˚ 57' 53" W 50.00' N 89˚ 57' 53" W 317.60' S 89˚ 57' 53" W 6.96' S 83˚ 06' 40" W 588.48' N 89˚ 34' 20" W 313.45' N 0˚ 00' 22" E E. FRANKLIN ROAD N. NOLA RD. 35' ROAD SETBACK LOT INFORMATION ZONING - I-L LOT SIZE= 75,335 SQ. FEET REQUIRED PARKING SPACES= 22 TOTAL BICYCLE PARKING 1 SPACE FOR EVERY 25 REQUIRED CAR SPACES. 1 BICYCLE SPACES REQUIRED & SINGLE RACK PROVIDED 24 TOTAL PARKING SPACES PROVIDED 2 ACCESSIBLE SPACES FRONT SETBACK 35' FROM ROAD CENTERLINE SIDE AND REAR SETBACKS 0' 25' ARTERIAL LANDSCAPE 10' LOCAL LANDSCAPE PLANTING KEY- ALL PLANTS TO BE VERIFIED AND INSTALLED AS A DESIGN BUILD CONTRACT WITH THE LANDSCAPE SUB - CONTRACTOR. COMMON NAME PLANTIING SIZE MATURE HT. MATURE SPREAD FLOWERING PLUM 5 GAL 15'-20' 15' FLOWERING PEAR 5 GAL 20'-30' 15'-18'' RED/AUTUMN BLAZE MAPLE 5 GAL 35'-45' 20'-25' OR OTHER TALL SHADE TREE GRASS LAWN SOD OR HYDRO SEED LAWN WITH POLYETHYLENE EDGING AT TRANSITION TO MULCHED AREA. BARK MULCH, STONES AND ANUAL PLANTING BEDS AREA FOR ANNUAL COLOR AND PLANTINGS AT VEHICULAR ACCESS POINTS V.I.F. W/ CLIENT. IRRIGATION NOTES: PRESSURIZED IRRIGATION TO BE DESIGN BUILD BY LANDSCAPER/ SUB- CONTRACTOR. VERIFY ALL PLANTINGS RECEIVE APPROPRIATE WATER AMOUNT. VERIFY IN FIELD WITH EXISTING WATER LINE, THE LOCATION AND SIZES OF ALL LINES MANIFOLDS, ANTI SIPHON VALVE AND ALL CLEAN-OUTS. STUB INTO EXISTING IRRIGATION LINES AT APPROPRIATE BOX AND LOCATION V.I.F. DUMPSTER/ TRASH RECEPTICAL SITE / LANDSCAPE PLAN 1" = 30' 018 A: 87.51 sq ft SHOWER 006 A: 71.95 sq ft SHOP 000 A: 8,053.89 sq ft Occupancy: 27 OFFICE 012 A: 126.86 sq ft Occupancy: 2 OFFICE 010 A: 130.59 sq ft Occupancy: 2 OFFICE 008 A: 132.32 sq ft Occupancy: 2 OFFICE 016 A: 132.12 sq ft MEETING/BREAK Occupancy: 2 014 A: 227.51 sq ft Occupancy: 16 LOBBY 022 A: 313.71 sq ft Occupancy: 21 RECEPTION 020 A: 111.25 sq ft Occupancy: 2 PAINT BOOTH 004 A: 345.87 sq ft Occupancy: 2 MIX 002 A: 82.04 sq ft Occupancy: 1 JAN 005 A: 25.07 sq ft QUOTES/ DROPOFF E01 A: 662.08 sq ft TOILET 007 A: 25.08 sq ft CODE PLAN 1/8" = 1'-0" BUILDING SUMMARY OFFICE AREA- 1,940 SF REPAIR AREA - 8,700 SF TOTAL - 10,640 SF CODE INFORMATION CODES: 2015 IBC 2015 INTERNATIONAL ENERGY CODE 2012 IMC 2015 IFC 2014 NEC 2018 IDAHO PLUMBING CODE 2009 ICC/ANSI / A117.1 CONSTRUCTION TYPE VA - 1 HOUR RATED OCCUPANCY TYPE S-1 AUTOMOBILE REPAIR ALLOWABLE STORIES 1 ACTUAL STORIES 1 FIRE SPRINKLER SYSTEM WILL NOT BE INSTALLED At= 9000 sf If= 100[F/P -.25] W/30 100[447/447-.25] 30/30 = 75% Is=0 Aa= 16,197 sf ACTUAL AREA = 10,640 sf Functional Capacity Total occupants = 77