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HomeMy WebLinkAboutPLAN - 22-00878 - Carpet Direct Building Type ChangeGSPublisherVersion 724.21.23.3 I D D A T E D E S C R I P T I O N 0 00102 8 /1 9 /2 1 1 1 /1 /2 1 1 1 /1 8 /2 2 I s s u e f o r A H J R e v i e w A H J R e s p o n s e C h a n g e t o C o n s t r u c t i o n T y p e STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 4 OF 36 G-102 CIVIL 3 0 5 1 s t S T R E E T , I D A H O F A L L S ,I D 8 3 4 0 1 P H : 2 0 8 .7 5 7 .5 7 0 0 20098 C a r p e t D i r e c t F a c i l i t y T .B .D . S o u t h F r o n t a g e R o a d R e x b u r g , I d a h o 8 3 4 4 0 XL ENGINEERING 5257 WILD DUNES LN. IDAHO FALLS, ID 83404 PHONE: (208) 339-4907 O r i g i n a l d o c u m e n t i s o n f i l e w i t h t h e d a t e a n d a r c h i t e c t s i g n a t u r e O r i g i n a l d o c u m e n t s s i g n e d b y : 1 1 /1 8 /2 2 D a t e o r i g i n a l d o c u m e n t s s i g n e d : T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . J O N A T H A N G A L L U P CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 CODE SUMMARY & COMcheck COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Title: 90.1 (2010) Standard Project Type:New Construction Vertical Glazing / Wall Area:9% Location:Rexburg, Idaho Climate Zone:6b Construction Site: TBD Rexburg, Idaho 83440 Owner/Agent: Wade Hathaway Carpet Direct Flooring 1305 S. 12th West Rexburg, Idaho 83440 208-201-3007 wade@carpetdirectflooring.com Designer/Contractor: Jonathan Gallup Resin Architecture 305 1st St. Idaho Falls, Idaho 83401 208-757-5700 jonathan@resinarchitecture.com Project Information Energy Code: 20098-Carpet Direct Facility Building Area Floor Area 1-Warehouse & Offices (Warehouse) : Nonresidential 19515 Envelope Assemblies Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter Floor: Unheated Slab-On-Grade, Vertical 3 ft., [Bldg. Use 1 - Warehouse & Offices] (c) 606 ---12.0 0.498 0.540 Roof: Metal Building, Screw Down, Single Insulation Layer without Thermal Blocks, [Bldg. Use 1 - Warehouse & Offices] 19515 11.0 19.0 0.038 0.049 NORTH Ext. Wall North (Grid A-K): Metal Building Wall, Single Layer Mineral Fiber (compressed at girt), [Bldg. Use 1 - Warehouse & Offices] 2757 19.0 0.0 0.084 0.069 Window: Metal Frame, Thermal Break, Perf. Type: Energy code default, Double Pane with Low-E, Clear , SHGC 0.68, [Bldg. Use 1 - Warehouse & Offices] 450 ------0.900 0.550 Door: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse & Offices] 39 ------0.200 0.700 Ext. Stem Wall North (Grid A-K): Solid Concrete, 8in. Thickness, Normal Density, Furring: Wood, [Bldg. Use 1 - Warehouse & Offices] 107 13.0 0.0 0.077 0.080 Door: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse & Offices] 6 ------0.200 0.700 Ext. Stem Wall West: Solid Concrete, 8in. Thickness, Normal Density, Furring: Wood, [Bldg. Use 1 - Warehouse & Offices] 196 13.0 0.0 0.077 0.080 EAST Ext. Wall East (Grid 1-8): Metal Building Wall, Single Layer Mineral Fiber (compressed at girt), [Bldg. Use 1 - Warehouse & Offices] 4988 19.0 0.0 0.084 0.069 Door: Insulated Metal, Perf. Type: Energy code default, Double Pane with Low-E, Clear , SHGC 0.68, [Bldg. Use 1 - Warehouse & Offices] 54 ------0.900 0.800 Window: Metal Frame, Thermal Break, Perf. Type: Energy code default, Double Pane with Low-E, Clear , SHGC 0.68, [Bldg. Use 538 ------0.900 0.550 Project Title: Data filename: 20098-Carpet Direct Facility 07/08/21Report date: 91 ofPage Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter 1 - Warehouse & Offices] Ext. Stem Wall East (Grid 1-8): Solid Concrete, 8in. Thickness, Normal Density, Furring: Wood, [Bldg. Use 1 - Warehouse & Offices] 196 13.0 0.0 0.077 0.080 Door: , Perf. Type: Energy code default, Double Pane with Low- E, Clear , SHGC 0.68, [Bldg. Use 1 - Warehouse & Offices] 9 ------0.900 0.800 Ext. Wall East (Grid 8-10): Metal Building Wall, Single Layer Mineral Fiber (compressed at girt), [Bldg. Use 1 - Warehouse & Offices] 816 19.0 0.0 0.084 0.069 Window: Metal Frame, Thermal Break, Perf. Type: Energy code default, Double Pane with Low-E, Clear , SHGC 0.68, [Bldg. Use 1 - Warehouse & Offices] 50 ------0.900 0.550 Ext. Stem Wall East (Grid 8-10): Solid Concrete, 8in. Thickness, Normal Density, Furring: Wood, [Bldg. Use 1 - Warehouse & Offices] 50 13.0 0.0 0.077 0.080 SOUTH Ext. Wall South (Grid A-F): Metal Building Wall, Single Layer Mineral Fiber (compressed at girt), [Bldg. Use 1 - Warehouse & Offices] 1428 19.0 0.0 0.084 0.069 Door: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse & Offices] 21 ------0.200 0.700 Ext. Stem Wall South (Grid A-F): Solid Concrete, 8in. Thickness, Normal Density, Furring: Wood, [Bldg. Use 1 - Warehouse & Offices] 60 13.0 0.0 0.077 0.080 Door: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse & Offices] 3 ------0.200 0.700 Ext. Wall South (Grid F-K): Metal Building Wall, Single Layer Mineral Fiber (compressed at girt), [Bldg. Use 1 - Warehouse & Offices] 1328 19.0 0.0 0.084 0.069 Overhead Door: Other (U-Factor option), Non-Swinging, [Bldg. Use 1 - Warehouse & Offices] 163 ------0.050 0.500 Door: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse & Offices] 21 ------0.200 0.700 Window: Metal Frame, Thermal Break, Perf. Type: Energy code default, Double Pane with Low-E, Clear , SHGC 0.68, [Bldg. Use 1 - Warehouse & Offices] 25 ------0.900 0.550 Ext. Stem Wall South(Grid F-K): Solid Concrete, 8in. Thickness, Normal Density, Furring: Wood, [Bldg. Use 1 - Warehouse & Offices] 47 13.0 0.0 0.077 0.080 Door: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse & Offices] 3 ------0.200 0.700 Overhead Door: Other (U-Factor option), Non-Swinging, [Bldg. Use 1 - Warehouse & Offices] 12 ------0.050 0.500 WEST Ext. Wall West (Grid 1-10): Metal Building Wall, Single Layer Mineral Fiber (compressed at girt), [Bldg. Use 1 - Warehouse & Offices] 4176 19.0 0.0 0.084 0.069 (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. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope 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 systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Envelope PASSES: Design 2% better than code Project Title: Data filename: 20098-Carpet Direct Facility 07/08/21Report date: 92 ofPage Code Analysis Summary Building Codes:2018 International Building Code 2018 International Mechanical Code 2018 International Energy Conservation Code 2018 International Plumbing Code 2017 National Electrical Code (NEC) 2018 Fire Code (IFC) Building Occupancy / Use Classification Building Use (Chapter 3) Mixed Use Building Story Mercantile proposed 1 M Moderate-hazard storage proposed 1 S-1 Building Height and Area Proposed Actual Allowed by IBC Construction Type (601)II-B Non-Sprinklered Combustible Storage 413.1 High-piled stock or rack storage in any occupancy group shall comply with the International Fire Code IFC CH 32 - High-Piled Combustible Storage Commodity Classification IFC 3203.8 Class I-IV General Fire Protection and Life Safety Requirements IFC 3206.2 Proposed Required Commodity class I-IV, 2,501-12,000 sf not open to the public option 2 Automatic Fire Extinguishing system Not Required Fire Detection System Yes Fire Department access door Yes Smoke and heat removal Yes Maximum pile dimension 120ft Maximum permissible storage height 30ft Maximum pile Volumne 200000 ft^3 3206.5 Fire Detection System- Deferred submittal by G.C. 3206.8 Smoke and Heat Removal - Deferred submittal by G.C. IFC 910.3.3 Smoke and Heat Vents Area Aggregate vent area 240 sqft 235 sqft High-Piled Combustible Storage 910.2.2 Smoke and heat removal required by Table 3206.2 of the International Fire Code for buildings and portions thereof containing high-piled combustible storage shall be installed in accordance with Section 910.3 in unsprinklered buildings. In buildings and portions thereof containing high-piled combustible storage equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, a smoke and heat removal system shall be installed in accordance with Section 910.3 or 910.4. In occupied portions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. Ch. 5 General Building Heights and Areas Allowable Height (Table 504.3): Mercantile - M 31'-3"55'-0" Moderate-hazard storage - S-1 31'-3"55'-0" Allowable Stories (Table 504.4): Mercantile - M 1 2 Moderate-hazard storage - S-1 1 2 Allowable Area (Table 506.2): Mercantile - M OKAY 7,533 12,500 Moderate-hazard storage - S-1 OKAY 11,982 17,500 Required Occupancy Separation (Table 508.4)Proposed Required Mixed Use Occupancies M/S-1 Non-Sprinklered 0h 0h Fire Resistant Rating for Construction Elements (Table 601 & 602) Construction Type II-B Structural Frame:0 Hour Bearing Walls, Exterior:0 Hour Bearing Walls, Interior:0 Hour Nonbearing Walls:0 Hour Floor Construction:0 Hour Roof Construction:0 Hour Exterior Walls:X >/= 30 0 Hour Table 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS Proposed Required Mercantile - M N/A 2h Moderate-hazard storage - S-1 3h 3h Fire Protection Systems [F] 903.2.9 Group S-1 An automatic sprinkler system shall be provided throughout all buildings containing a Group S-1 occupancy where one of the following conditions exists: 1) A Group S-1 fire area exceeds 12,000 square feet (1115 m2). 2) A Group S-1 fire area is located more than three stories above grade plane. 3) The combined area of all Group S-1 fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2). 4) A Group S-1 fire area used for the storage of commercial motor vehicles where the fire area exceeds 5,000 square feet (464 m2). 5) A Group S-1 occupancy used for the storage of upholstered furniture or mattresses exceeds 2,500 square feet (232 m2). Automatic Sprinkler Systems:Non-Sprinklered Portable Fire Extinguishers(906):75' Max Every 75' Fire Alarm and Detection System (907.2):Required [F] 907.1.2 Fire Alarm Shop Drawings Shop drawings for fire alarm systems shall be prepared in accordance with NFPA 72 and submitted for review and approval prior to system installation. - Deffered submittal by G.C. Occupant Load (Table 1004.1.1)See Schedule on sheet G-101 Egress Capacity Required Provided Stairways (.3/Story per occupant)Section 1005.3.1 39.9"0/NA Other Egress (.2”/occupant):Section 1005.3.2 32"2@36EA. AND 2 @72" EA. Number of Exits Required 4 4 Max Travel Distance (1017.2)200'-0" Plumbing Fixtures Required (Table 2902.1) Mercantile Occupancy 1 per #Required Provided W.C.'s 500 0.18 2 Lavatories 750 0.12 2 Drinking Fountain 1000 0.09 1 Moderate Hazard S-1 Occupancy 1 per #Required Provided W.C.'s 100 0.26 1 Lavatories 100 0.26 1 Drinking Fountain 1000 0.03 0 Combined Summary 1 per #Required Provided W.C.'s 100 1 3 Lavatories 100 1 3 Drinking Fountain 1000 1 1 Code Analysis SummaryBuilding Codes:2018 International Building Code2018 International Mechanical Code2018 International Energy Conservation Code2018 International Plumbing Code2017 National Electrical Code (NEC)2018 Fire Code (IFC)Building Occupancy / Use ClassificationBuilding Use (Chapter 3) Mixed Use Building StoryMercantileproposed 1 MModerate-hazard storage proposed 1 S-1Building Height and Area Proposed Actual Allowed by IBCConstruction Type (601)II-B Non-SprinkleredCombustible Storage 413.1High-piled stock or rack storage in any occupancy group shall comply with the International Fire CodeIFC CH 32 - High-Piled Combustible StorageCommodity Classification IFC 3203.8 Class I-IVGeneral Fire Protection and Life Safety Requirements IFC 3206.2 Proposed RequiredCommodity class I-IV, 2,501-12,000 sf not open to the public option 2Automatic Fire Extinguishing system Not RequiredFire Detection System YesFire Department access door YesSmoke and heat removal YesMaximum pile dimension 120ftMaximum permissible storage height 30ftMaximum pile Volumne 200000 ft^33206.5 Fire Detection System- Deferred submittal by G.C.3206.8 Smoke and Heat Removal - Deferred submittal by G.C.IFC 910.3.3 Smoke and Heat Vents AreaAggregate vent area 240 sqft 235 sqftHigh-Piled Combustible Storage 910.2.2Smoke and heat removal required by Table 3206.2 of the International Fire Code for buildings and portions thereof containing high-piled combustible storage shall be installed in accordance with Section 910.3 in unsprinklered buildings. In buildings and portions thereof containing high-piled combustible storage equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, a smoke and heat removal system shall be installed in accordance with Section 910.3 or 910.4. In occupied portions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed.Ch. 5 General Building Heights and AreasAllowable Height (Table 504.3):Mercantile - M 31'-3"55'-0"Moderate-hazard storage - S-1 31'-3"55'-0"Allowable Stories (Table 504.4):Mercantile - M 1 2Moderate-hazard storage - S-1 1 2Allowable Area (Table 506.2):Mercantile - M OKAY 7,533 12,500Moderate-hazard storage - S-1 OKAY 11,982 17,500Required Occupancy Separation (Table 508.4)Proposed RequiredMixed Use Occupancies M/S-1 Non-Sprinklered 0h 0hFire Resistant Rating for Construction Elements (Table 601 & 602)Construction Type II-BStructural Frame:0 HourBearing Walls, Exterior:0 HourBearing Walls, Interior:0 HourNonbearing Walls:0 HourFloor Construction:0 HourRoof Construction:0 HourExterior Walls:X >/= 30 0 HourTable 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS Proposed RequiredMercantile - M N/A 2hModerate-hazard storage - S-1 3h 3hFire Protection Systems[F] 903.2.9 Group S-1An automatic sprinkler system shall be provided throughout all buildings containing a Group S-1 occupancy where one of the following conditions exists:1) A Group S-1 fire area exceeds 12,000 square feet (1115 m2).2) A Group S-1 fire area is located more than three stories above grade plane.3) The combined area of all Group S-1 fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2).4) A Group S-1 fire area used for the storage of commercial motor vehicles where the fire area exceeds 5,000 square feet (464 m2).5) A Group S-1 occupancy used for the storage of upholstered furniture or mattresses exceeds 2,500 square feet (232 m2).Automatic Sprinkler Systems:Non-SprinkleredPortable Fire Extinguishers(906):75' Max Every 75'Fire Alarm and Detection System (907.2):Required [F] 907.1.2 Fire Alarm Shop Drawings Shop drawings for fire alarm systems shall be prepared in accordance with NFPA 72 and submitted for review and approval prior to system installation. - Deffered submittal by G.C. Occupant Load (Table 1004.1.1)See Schedule on sheet G-101 Egress Capacity Required Provided Stairways (.3/Story per occupant)Section 1005.3.1 39.9"0/NA Other Egress (.2”/occupant):Section 1005.3.2 32"2@36EA. AND 2 @72" EA. Number of Exits Required 4 4 Max Travel Distance (1017.2)200'-0" Plumbing Fixtures Required (Table 2902.1) Mercantile Occupancy 1 per #Required Provided W.C.'s 500 0.18 2 Lavatories 750 0.12 2 Drinking Fountain 1000 0.09 1 Moderate Hazard S-1 Occupancy 1 per #Required Provided W.C.'s 100 0.26 1 Lavatories 100 0.26 1 Drinking Fountain 1000 0.03 0 Combined Summary 1 per #Required Provided W.C.'s 100 1 3 Lavatories 100 1 3 Drinking Fountain 1000 1 1 02 02 02 11/18/2022 GSPublisherVersion 724.21.23.3 I D D A T E D E S C R I P T I O N 0 002 8 /1 9 /2 1 1 1 /1 8 /2 2 I s s u e f o r A H J R e v i e w C h a n g e t o C o n s t r u c t i o n T y p e STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 16 OF 36 A-102 CIVIL 3 0 5 1 s t S T R E E T , I D A H O F A L L S ,I D 8 3 4 0 1 P H : 2 0 8 .7 5 7 .5 7 0 0 20098 C a r p e t D i r e c t F a c i l i t y T .B .D . S o u t h F r o n t a g e R o a d R e x b u r g , I d a h o 8 3 4 4 0 XL ENGINEERING 5257 WILD DUNES LN. IDAHO FALLS, ID 83404 PHONE: (208) 339-4907 O r i g i n a l d o c u m e n t i s o n f i l e w i t h t h e d a t e a n d a r c h i t e c t s i g n a t u r e O r i g i n a l d o c u m e n t s s i g n e d b y : 1 1 /1 8 /2 2 D a t e o r i g i n a l d o c u m e n t s s i g n e d : T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . J O N A T H A N G A L L U P CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 OVERALL FIRST FLOOR DIMENSION PL AN DIMENSIONED PL AN GENERAL NOTES A. ALL DIMENSIONS ARE SHOWN TO THE FACE OF WALL FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE B. HINGE SIDE OF DOOR SHALL BE LOCATED 4" TO INSIDE CORNER OF INTERSECTING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE C. CRITICAL DIMENSIONS ARE SHOWN. IF DIMENSIONS ARE NOT INDICATED WITHIN A STRING OF DIMENSIONS, THE MISSING DIMENSION IS THE DESIRED SEGMENT THAT CAN ALLOW FOR SLIGHT ADJUSTMENTS IN LENGTH. A 200b 200c 200d BBBB 100a B B B B B B A A 100e A 200a 107 115 A A 108b 110 102 106 112b 112a 114a Ct 201 202 205204 G GGGGt 109 111108a 114b Dt Dt Dt 105 104 103 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 N N F A A L J C E D H K M N B 100c 100d 100b 101 1 A-103 EQ EQ EQ EQ 15'-6"15'-6"20'-0"25'-0"25'-0"25'-0"25'-0"25'-0"20'-0" 196'-0" 1 3 '-6 " 1 6 '-9 " 1 6 '-9 " 2 0 '-0 " 2 0 '-0 " 2 0 '-0 " 4 7 '-0 " 6 0 '-0 " 5 '-0 " 5'-0" 1 0 7 '-0 " 15'-6"15'-6"20'-0"25'-0"25'-0"25'-0"25'-0"25'-0"20'-0" 6'-0"7'-0"5'-0"5'-0"9'-0" 9 '-0 " 4 '-0 " 1 0 '-0 " 5 '-0 " 1 0 '-0 " 5 '-0 " 1 0 '-0 " 5 '-0 " 1 1 '-0 " 1 '-5 5 /3 2 " 1 2 '-0 " 1 1 '-6 " 1 8 '-6 " 2 0 '-0 " 2 0 '-0 " 1 6 '-5 1 1 /6 4 " 2 0 '-6 5 3 /6 4 " 1 0 '-8 " 5 '-0 " 1 6 '-0 " 8 '-9 " 2 6 '-0 " 19'-6"15'-9" 1 0 '-8 " 19'-1 1/8" 3'-1"8'-5 1/8" MTL BLDG MTL BLDG MTL BLDG MTL BLDG MTL BLDG MTL BLDG MTL BLDG MTL BLDG S6-TP S4-SP S6-SP S8F3-TF S4-SP S4-SP S4-P S4-P S6-P S6-P S6-P WAREHOUSE 200 RR 109 RR 110 SHOW ROOM 100 RR 202 OFFICE 201 STORAGE 204 OFFICE 112 OFFICE 115 OFFICE 114 STO. 113 RECEPTION 101 OFFICE 103 OFFICE 104 OFFICE 105 STOR. 102 HALL 111BKRM 107 CONF. 108 JAN. 106 ADHESIVE STOR. 205 XSH-W6F1 S3F2-S WALL TYPES LEGEND PREFIX -MATERIAL THICKNESS FIRE RATING X Exterior Wall SH Sheathing C Concrete S Steel W Wood M Masonry E LSL 3 4 6 F.5 0.5 hours F1 1 hours F2 2 hours F3 3 hours NOTE 1.WALL TYPE WITHOUT A "X-" PREFIX ARE TO BE INTERIOR WALLS. 2."THICKNESS" TO BE THE NOMINAL SIZE INDICATED IN THE WALL TYPE - SUFFIX S Sound Insulation EXAMPLES: EXTERIOR WOOD FRAMED 2X6 SHEAR WALL, 1HR FIRE RATING INTERIOR STEEL FRAMED 3.625" STUD, 2HR FIRE RATING, SOUND INSULATION IC Inuslated Concrete T Thermal Insulation P Partial Height F Full Height sh Sheathing 8 02 02 SCALE: 3/32" = 1'-0" 1 OVERALL FIRST FLOOR DIMENSION PLAN 11/18/2022 GSPublisherVersion 724.21.23.3 I D D A T E D E S C R I P T I O N 0 002 8 /1 9 /2 1 1 1 /1 8 /2 2 I s s u e f o r A H J R e v i e w C h a n g e t o C o n s t r u c t i o n T y p e STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 17 OF 36 A-103 CIVIL 3 0 5 1 s t S T R E E T , I D A H O F A L L S ,I D 8 3 4 0 1 P H : 2 0 8 .7 5 7 .5 7 0 0 20098 C a r p e t D i r e c t F a c i l i t y T .B .D . S o u t h F r o n t a g e R o a d R e x b u r g , I d a h o 8 3 4 4 0 XL ENGINEERING 5257 WILD DUNES LN. IDAHO FALLS, ID 83404 PHONE: (208) 339-4907 O r i g i n a l d o c u m e n t i s o n f i l e w i t h t h e d a t e a n d a r c h i t e c t s i g n a t u r e O r i g i n a l d o c u m e n t s s i g n e d b y : 1 1 /1 8 /2 2 D a t e o r i g i n a l d o c u m e n t s s i g n e d : T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . J O N A T H A N G A L L U P CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 FIRST FLOOR PL ANS XSH-W6F1 S3F2-S WALL TYPES LEGEND PREFIX -MATERIAL THICKNESS FIRE RATING X Exterior Wall SH Sheathing C Concrete S Steel W Wood M Masonry E LSL 3 4 6 F.5 0.5 hours F1 1 hours F2 2 hours F3 3 hours NOTE 1.WALL TYPE WITHOUT A "X-" PREFIX ARE TO BE INTERIOR WALLS. 2."THICKNESS" TO BE THE NOMINAL SIZE INDICATED IN THE WALL TYPE - SUFFIX S Sound Insulation EXAMPLES: EXTERIOR WOOD FRAMED 2X6 SHEAR WALL, 1HR FIRE RATING INTERIOR STEEL FRAMED 3.625" STUD, 2HR FIRE RATING, SOUND INSULATION IC Inuslated Concrete T Thermal Insulation P Partial Height F Full Height sh Sheathing 8 DIMENSIONED PL AN GENERAL NOTES A. ALL DIMENSIONS ARE SHOWN TO THE FACE OF WALL FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE B. HINGE SIDE OF DOOR SHALL BE LOCATED 4" TO INSIDE CORNER OF INTERSECTING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE C. CRITICAL DIMENSIONS ARE SHOWN. IF DIMENSIONS ARE NOT INDICATED WITHIN A STRING OF DIMENSIONS, THE MISSING DIMENSION IS THE DESIRED SEGMENT THAT CAN ALLOW FOR SLIGHT ADJUSTMENTS IN LENGTH. DIMENSION PL AN KEYNOTES BBBB 100a B B B B B B A A 100e 107 115 A A 108b 110 102 106 112b 112a 114a G GGGGt 109 111108a 114b Dt Dt Dt 105 104 103 4 4 3 3 2 2 1 1 N A D H K M N B 100c 100d 100b 101 18'-2 1/8"11'-3 7/8" 10"9'-4" 1 0 '-9 " 8 '-0 " 1 0 " 9 '-9 1 /8 " 1 0 '-5 7 /8 " 1 0 '-6 " 1 0 '-6 " 3 '-6 " 3 '-3 " 3 '-5 7 /8 " 5'-2 1/8"10'-4 3/4"8'-7"5'-4"19'-9" 13'-5 7/8"19'-10 1/2" 5'-3 7/8" 7 '-1 1 1 /2 " 8 '-2 1 /2 " 1 3 '-7 1 /2 " 1 5 '-0 " 3 '-0 " 2 '-4 1 /8 " EQ EQ 1 6 '-0 " 4'-0"6 1/8"4'-11"8'-9"6'-1" 10'-6 7/8" 5'-2 7/8"3'-1 1/8"8'-4" 1 A-301 2 A-301 2 A-301 1 A-201 3 A-301 3 A-301 S6-SP S4-SP S4-SP S4-SP S4-SP S4-SP S4-SP S4-SP S4-SP S6-SP S6-SP S4-SP S6-SP S4-SP S4-SP S4-SP S4-SP S4-SP S4-SP S4 S4-SP S4-SP S4-SP S6-TP S8F3-TF S4-TP MTL BLDG S4 MTL BLDG S4-SP S4-TP S4-TP S4-TP S4-TP S4-SP S4-SP S4-SP MTL BLDG S4-TP MTL BLDG MTL BLDG S4-SP S4-SP S4-SP S4-SP S8F3-TF MTL BLDG MTL BLDG S4-TP S4-TP S6-TP RR 109 RR 110 SHOW ROOM 100 OFFICE 112 OFFICE 115 OFFICE 114 STO. 113 RECEPTION 101 OFFICE 103 OFFICE 104 OFFICE 105 STOR. 102 HALL 111BKRM 107 CONF. 108 JAN. 106 4 3 2 1 N M 200e 1 A-301 2 A-301 3 A-301 1 6 '-9 " MECHANICAL 300 02 SCALE: 1/8" = 1'-0" 1 FIRST FLOOR DIMENSION PLAN SCALE: 1/8" = 1'-0"2 EQUIPMENT PLATFORM 11/18/2022 GSPublisherVersion 724.21.23.3 I D D A T E D E S C R I P T I O N 0 002 8 /1 9 /2 1 1 1 /1 8 /2 2 I s s u e f o r A H J R e v i e w C h a n g e t o C o n s t r u c t i o n T y p e STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 24 OF 36 A-351 CIVIL 3 0 5 1 s t S T R E E T , I D A H O F A L L S ,I D 8 3 4 0 1 P H : 2 0 8 .7 5 7 .5 7 0 0 20098 C a r p e t D i r e c t F a c i l i t y T .B .D . S o u t h F r o n t a g e R o a d R e x b u r g , I d a h o 8 3 4 4 0 XL ENGINEERING 5257 WILD DUNES LN. IDAHO FALLS, ID 83404 PHONE: (208) 339-4907 O r i g i n a l d o c u m e n t i s o n f i l e w i t h t h e d a t e a n d a r c h i t e c t s i g n a t u r e O r i g i n a l d o c u m e n t s s i g n e d b y : 1 1 /1 8 /2 2 D a t e o r i g i n a l d o c u m e n t s s i g n e d : T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . J O N A T H A N G A L L U P CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS 4 A2 A-511 A3 A-511 0" T.O. SLAB 8'-11" T.O. SLAB 10'-1 1/4" T.O. SLAB FLOOR ASSEMBLY 0'-0 3/4" SHEATHING 0'-1 1/2" METAL DECKING 1'-0" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD METAL BLDG BY OTHERS WALL ASSEMBLY 0'-0 5/8" TYPE "X" GYPSUM BOARD 0'-0 5/8" TYPE "X" GYPSUM BOARD 0'-0 5/8" TYPE "X" GYPSUM BOARD 0'-8" METAL FRAMING W/ INSUL. 0'-0 5/8" TYPE "X" GYPSUM BOARD 0'-0 5/8" TYPE "X" GYPSUM BOARD 0'-0 5/8" TYPE "X" GYPSUM BOARD FOOTING - SEE STRUCTURAL SLAB - SEE STRUCTURAL METAL BLDG BY OTHERS LADDER - SEE FLOOR PLANS 1 A4 A-511 B1 A-511 0" T.O. SLAB 1'-0" T.O. FOUNDATION 8'-11" T.O. WALL 10'-0 1/2" T.O. SHEATHING 7 '-0 " 8 '-0 " WALL ASSEMBLY 0'-3 5/8" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD FLOOR ASSEMBLY 0'-0 3/4" SHEATHING 0'-1 1/2" METAL DECKING 1'-0" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD METAL BLDG BY OTHERS METAL BLDG BY OTHERSMETAL BLDG BY OTHERS 2" RIGID INSULATION MIN. SLAB - SEE STRUCTURAL FOUNDATION - SEE STRUCTURAL FOOTING - SEE STRUCTURAL N A4 A-511 B1 A-511 0" T.O. SLAB 1'-0" T.O. FOUNDATION 8'-11" T.O. WALL 10'-1 1/4" T.O. SHEATHING METAL BLDG BY OTHERSMETAL BLDG BY OTHERS FOUNDATION - SEE STRUCTURAL 2" RIGID INSULATION MIN. FOOTING - SEE STRUCTURAL WALL ASSEMBLY 0'-6" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD CEILING ASSEMBLY 0'-0 3/4" SHEATHING 0'-1 1/2" METAL DECKING 1'-0" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD SLAB - SEE STRUCTURAL L C3 A-511 C1 A-511 0" T.O. SLAB 8'-11" T.O. WALL 10'-1 1/4" T.O. SHEATHING METAL BLDG BY OTHERS WALL ASSEMBLY 0'-0 5/8" GYPSUM BOARD 0'-6" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD FLOOR ASSEMBLY 0'-0 3/4" SHEATHING 0'-1 1/2" METAL DECKING 1'-0" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD SLAB - SEE STRUCTURAL FOOTING - SEE STRUCTRUAL 10 A1 A-511 METAL BLDG BY OTHERS FOUNDATION - SEE STRUCTURAL SLAB - SEE STRUCTURAL METAL BLDG BY OTHERS FOOTING - SEE STRUCTURAL 2" RIGID INSUL 02 02 02 02 02 02 02 SCALE: 1/4" = 1'-0"2 WALL SECTION @ A.5/4 SCALE: 1/4" = 1'-0"3 WALL SECTION @ A.5/1 SCALE: 1/4" = 1'-0"4 WALL SECTION @ 1.25/A SCALE: 1/4" = 1'-0"5 WALL SECTION @ 1.25/C.5 SCALE: 1/4" = 1'-0"1 WALL SECTION @ A.5/10 11/18/2022 GSPublisherVersion 724.21.23.3 I D D A T E D E S C R I P T I O N 0 002 8 /1 9 /2 1 1 1 /1 8 /2 2 I s s u e f o r A H J R e v i e w C h a n g e t o C o n s t r u c t i o n T y p e STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 25 OF 36 A-352 CIVIL 3 0 5 1 s t S T R E E T , I D A H O F A L L S ,I D 8 3 4 0 1 P H : 2 0 8 .7 5 7 .5 7 0 0 20098 C a r p e t D i r e c t F a c i l i t y T .B .D . S o u t h F r o n t a g e R o a d R e x b u r g , I d a h o 8 3 4 4 0 XL ENGINEERING 5257 WILD DUNES LN. IDAHO FALLS, ID 83404 PHONE: (208) 339-4907 O r i g i n a l d o c u m e n t i s o n f i l e w i t h t h e d a t e a n d a r c h i t e c t s i g n a t u r e O r i g i n a l d o c u m e n t s s i g n e d b y : 1 1 /1 8 /2 2 D a t e o r i g i n a l d o c u m e n t s s i g n e d : T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . J O N A T H A N G A L L U P CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 WALL SECTIONS A A4 A-511 B2 A-511 METAL BLDG BY OTHERS WALL ASSEMBLY 0'-1 1/2" STANDING SEAM 0'-8" METAL FRAMING WALL ASSEMBLY 0'-3 5/8" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD CEILING ASSEMBLY 0'-3 5/8" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD 0" T.O. SLAB 1'-0" T.O. FOUNDATION 9'-1" T.O. WALL METAL BLDG BY OTHERS SLAB - SEE STRUCTURAL 2" RIGID INSUL. FOUNDATION - SEE STRUCTURAL FOOTING - SEE STRUCTRUAL A A1 A-511 C2 A-511 0" T.O. SLAB 9'-0" B.O. CANOPY 10'-0" T.O. WALL METAL BLDG BY OTHERS METAL BLDG BY OTHERS CANOPY BY OTHERS METAL BLDG BY OTHERS WALL ASSEMBLY 0'-3 5/8" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD SLAB - SEE STRUCTURAL FOUNDATION - SEE STRUCTURAL FOOTING - SEE STRUCTURAL 2" RIGID INSUL. F B3 A-511 13'-0" T.O. PARPET WALL ASSEMBLY 0'-0 5/8" GYPSUM BOARD 0'-3 5/8" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD CEILING ASSEMBLY 0'-3 5/8" METAL FRAMING W/ INSUL. 0'-0 5/8" GYPSUM BOARD 8 A4 A-511 B1 A-511 0" T.O. SLAB 1'-0" T.O. FOUNDATION 9'-1" T.O. WALL 10'-3 1/4" T.O. SHEATHING 7 '-0 " WALL ASSEMBLY 0'-3 5/8" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD FLOOR ASSEMBLY 0'-0 3/4" SHEATHING 0'-1 1/2" METAL DECKING 1'-0" METAL FRAMING W/ INSUL 0'-0 5/8" GYPSUM BOARD METAL BLDG BY OTHERS SLAB - SEE STRUCTURAL FOOTING - SEE STRUCTURAL FOUNDATION - SEE STRUCTURAL 2" RIGID INSUL. 02 02 0202 02 02 SCALE: 1/4" = 1'-0"2 WALL SECTION @ 1.25/K SCALE: 1/4" = 1'-0"3 WALL SECTION @ 2.75/K SCALE: 1/4" = 1'-0"1 WALL SECTION @ 1.25/G SCALE: 1/4" = 1'-0"4 WALL SECTION @ J.5/8 11/18/2022 GSPublisherVersion 724.21.23.3 I D D A T E D E S C R I P T I O N 0 002 8 /1 9 /2 1 1 1 /1 8 /2 2 I s s u e f o r A H J R e v i e w C h a n g e t o C o n s t r u c t i o n T y p e STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 28 OF 36 A-511 CIVIL 3 0 5 1 s t S T R E E T , I D A H O F A L L S ,I D 8 3 4 0 1 P H : 2 0 8 .7 5 7 .5 7 0 0 20098 C a r p e t D i r e c t F a c i l i t y T .B .D . S o u t h F r o n t a g e R o a d R e x b u r g , I d a h o 8 3 4 4 0 O r i g i n a l d o c u m e n t i s o n f i l e w i t h t h e d a t e a n d a r c h i t e c t s i g n a t u r e O r i g i n a l d o c u m e n t s s i g n e d b y : 1 1 /1 8 /2 2 D a t e o r i g i n a l d o c u m e n t s s i g n e d : T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . T H E S E P L A N S , D R A W I N G S , A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F R E S I N A R C H I T E C T U R E , L L C A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S R E S E R V E D © 2 0 2 2 R E S I N A R C H I T E C T U R E , L L C . SECTION DETAILS J O N A T H A N G A L L U P XL ENGINEERING 5257 WILD DUNES LN. IDAHO FALLS, ID 83404 PHONE: (208) 339-4907 CONNECT ENGINEERING 1150 HOLLIPARK DRIVE IDAHO FALLS, ID 83401 PHONE: (208) 681-8590 DOOR PER SCHEDULE THRESHOLD SLAB - SEE STRUCTURAL CONCRETE EXPANSION JOINT EXT. SLAB - SEE CIVIL LIQUID APPLIED WATERPROOFING 2" RIGID INSULATION FOUNDATION - SEE STRUCTURAL DOOR PER SCHEDULE THRESHOLD FIRE RATE SEALANT LADDER ACCESS FLOOR FRAMING - SEE STRUCTURAL LEDGER BOARD - SEE STRUCTURAL 5/8" GYPSUM BOARD SHEATHING - SEE STRUCTURAL FIRE WALL PER PLANS BDECKING - SEE STRUCTURAL 1 '-6 " O V E R L A P 1 " METAL ROOFING - SEE MTL BLDG PLANS METAL BUILDING - SEE MTL BLDG PLANS METAL BUILDING - SEE MTL BLDG PLANS DEFLECTION TRACK - BASIS OF DESIGN "MAXTRAK SLOTTED DEFLECTION TRACK" KEEP SCREWS SNUG TO ALLOW FOR DEFLECTION (3) 5/8" TYPE X GYPSUM BOARD WALL PER PLANS SLAB - SEE STRUCTURAL(3) 5/8" TYPE X GYPSUM BOARD WINDOW PER SCHEDULE LIQUID APPLIED WATERPROOFING 2" RIGID INSULATION FOUNDATION - SEE STRUCTURAL 5/8" GYPSUM BOARD5/8" GYPSUM BOARD METAL BUILDING PER PLANS METAL SIDING - SEE ELEVATIONS WALL PER PLANS SLAB - SEE STRUCTURAL METAL BUILDING - SEE MTL BLDG PLANS METAL SIDING - SEE ELEVATIONS FLOOR STRUCTURE - SEE STRUCTURAL WALL PER PLANS 5/8" GYPSUM BOARD BDECKING - SEE STRUCTURAL 5/8" GYPSUM BOARD SHEATHING - SEE STRUCTURALMETAL BUILDING - SEE MTL BLDG PLANS METAL SIDING - SEE ELEVATIONS CEILING STRUCTURE - SEE STRUCTURAL WALL PER PLANS 5/8" GYPSUM BOARD LINER PANEL 5/8" GYPSUM BOARD METAL BUILDING - SEE MTL BLDG PLANS 3 '-1 1 " T.O. WALL CELING STRUCTURE - SEE STRUCTURAL WALL PER PLANS 5/8" GYPSUM BOARD5/8" GYPSUM BOARD WALL PER PLANS 5/8" GYPSUM BOARD FLOOR STRUCTURE - SEE STRUCTURAL WALL PER PLANS 5/8" GYPSUM BOARD BDECKING - SEE STRUCTURAL 5/8" GYPSUM BOARD WALL PER PLANS 5/8" GYPSUM BOARD SHEATHING - SEE STRUCTURAL 1 " DEFLECTION TRACK - BASIS OF DESIGN "MAXTRAK SLOTTED DEFLECTION TRACK" KEEP SCREWS SNUG TO ALLOW FOR DEFLECTION WALL PER PLANS 5/8" GYPSUM BOARD METAL BULDING - SEE MTL BLDG PLANS 5/8" GYPSUM BOARD SEALANT - EACH SIDE METAL ROOFING - SEE MTL BLDG PLANS SEALANT - EACH SIDE "J" CHANNEL METAL BUILDING - SEE MTL BLDG PLANS METAL SIDING - SEE ELEVATIONS METAL BULDING - SEE MTL BLDG PLANS LED LIGHTING - SEE ELEVATIONS CANOPY - SEE MTL BLDG PLANS METAL FLASHING CANOPY - SEE MTL BLDG PLANS METAL FLASHING "J" CHANNEL METAL FLASHING W/ 1/2" DRIP EDGE "J" CHANNEL "J" CHANNEL METAL FLASHING W/ 1/2" DRIP EDGE 1 2 '-0 " WALL ASSEMBLY PER METAL BUILDING PLANSCOLUMN BEYOND PER METAL BUILDING PLANS PALLET RACKING APPROXIMATELY 8'x 4'x12' - O.F.C.I. PALLET RACKING DIAGNOL BRACING WHERE OCCURS (2) TWO ANCHOR BOLTS PER FOOT - BASIS OF DESIGN HILTI KWIK BOLT 1/2" DIAMETER WEDGE ANCHOR WITH 4" EMBEDMENT INTO CONCRETE SLAB - 40LB TORQUE NOTE: PER IBC 1705.12.7 STORAGE RACKS - PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE ANCHORAGE OF STORAGE RACKS THAT ARE 8' OR GREATER IN HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D,E OR F 02 02 02 SCALE: 1 1/2"= 1'-0"A1 FOUNDATION @ EXT. DOOR SCALE: 1 1/2"= 1'-0"A2 DOOR @ MECH. AREA SCALE: 1 1/2"= 1'-0"A3 DEFLECTION TRACK @ FIRE WALLSCALE: 1 1/2"= 1'-0"A4 FOUNATION @ MTL BLDG SCALE: 1 1/2"= 1'-0"B1 FLOOR STRUCTURE @ MTL BLDG SCALE: 1 1/2"= 1'-0"B2 CEILING @ MTL BULDING SCALE: 1" = 1'-0"B3 PARAPET OVER OFFICES SCALE: 1 1/2"= 1'-0"C3 FLOOR STRUCTURE @ INT. WALL SCALE: 1 1/2"= 1'-0"C1 DEFLECTION TRACK SCALE: 1" = 1'-0"C2 EXT. CANOPY @ MTL BLDG SCALE: 1/2" = 1'-0" B4 WAREHOUSE PALLET RACKING 11/18/2022