Loading...
HomeMy WebLinkAboutAPPROVED PLANS 11/1/2021 - 21-00656 - 2911 S Frontage Rd - Carpet DirectAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : RP05N39E016002 - Carpet Direct Address : Record Type : Madison County - Commercial Document Filename : 21.11.01 - Carpet Direct Facility -AHJ Response.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00656 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G-001 Stamp Cody Jones : Building Open 1 Approved - Building Inspector G-001 Free text Cody Jones : Building Open 1 All construction and materials will need to meet the IBC 2018 Madison County - Commercial Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 1 OF 36 G-001 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 /2 1 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 1 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 1 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 COVER SHEET SHEET INDEX GENERAL DRAWINGS CIVIL DRAWINGS ARCHITECTURAL SITE PLAN FLOOR PLANS ROOF PLANS REFLECTED CEILING PLAN ELEVATIONS SECTIONS A-35 WALL SECTIONS G-001 G-002 G-101 G-102 G-105 G-401 C-1 C-2 C-3 C-4 C-5 C-6 AS-101 A-100 A-101 A-102 A-103 A-121 A-150 A-201 A-202 A-203 A-301 A-351 COVER SHEET NOTES & LEGENDS FIRST FLOOR LIFE SAFETY PLAN CODE SUMMARY & COMcheck TYPICAL + ACCESS. DETAILS ACCESSIBILITY COMPLIANCE COVER NOTES REFERENCE SHEET SITE OVERVIEW BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES DETAILS ARCHITECTURAL SITE PLAN OVERALL FIRST FLOOR PLAN FIRST FLOOR PLANS OVERALL FIRST FLOOR DIMENSION PLAN FIRST FLOOR PLANS ROOF PLAN FIRST FLOOR RCP EXTERIOR ELEVATIONS ENL. EXTERIOR ELEVATIONS ENL. EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS SHEET INDEX ENLARGED PLANS DETAILS DOORS & WINDOWS PLUMBING DRAWINGS MECHANICLA DRAWINGS A-352 A-401 A-402 A-511 A-601 A-602 P-1 P-2 P-3 M-1 M-2 M-3 WALL SECTIONS ENLARGED PLANS ENLARGED PLANS SECTION DETAILS DOOR & WINDOW SCHEDULES DOOR HARDWARE PLUMBING SUPPLY PLAN PLUMBING WASTE PLAN PLUMBING SCHEDULES & DETAILS HVAC FLOOR PLAN HVAC SCHEDULES & DETAILS ENERGY CODE COMPLIANCE PROJECT SITE PROJECT SITE H I G H W A Y 2 0 UNIVERSITY BLVD CITY OF REXBURG 1 2 T H W 2 0 0 0 W EXIT ??? H I G H W A Y 2 0 H I G H W A Y 2 0 H I G H W A Y 2 0 EXIT ??? UNIVERSITY BLVD WAKESIDE LAKE WAKESIDE LAKE N VICINITY MAP Carpet Direct Facility New Construction T.B.D. South Frontage Road Rexburg, Idaho 83440 NOTES: A. ELECTRICAL TO BE DESIGN BUILD BY G.C. B. METAL BUILDINGS TO BE DEFERRED SUBMITTAL BY G.C. C. STRUCTRUAL PLANS TO BE DEFERRED SUBMITTAL BY G.C. D. FIRE ALARM SYSTEM TO BE DEFERRED SUBMITTAL BY G.C. E. FIRE PROTECTION WATER SUPPLIES TO BE DEFERRED SUBMITTAL BY G.C. F. SPECIAL INSPECTOR: MTI - G.C. TO COORDINATE 01 Jonathan Gallup 11/01/2021 All construction and materials will need to meet the IBC 2018 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 3 OF 36 G-101 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 /2 1 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 1 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 1 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 LIFE SAFETY PLAN MECH. RM 102 46 SF 300 1 4' FE o s SPACE NAME / FUNCTIONAL USE ROOM NUMBER AREA OF ROOM / SPACE OCCUPANT LOAD FACTOR CALCULATED OCCUPANCY or TRAVEL DISTANCE EGRESS PATH PORTABLE FIRE EXTINGUISHER AND SEMI-RECESSED FIRE CABINET WITH FIRE EXTINGUISHER EXIT SIGN OR DIRECTIONAL EXIT SIGN PER PLANS LIFE SAFETY PLAN LEGEND ZONE TAG SWITCH W/ OCCUPANCY SENSOR MINIMUM CLEAR SPACE/ADA ACCESSIBLILITY CLEARANCE LIFE SAFETY GENER AL NOTES A. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. (IFC 730.2.1, IBC 703.6) LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; REPEATED AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND INCLUDING LETTERING NOT LESS THAN 0.5 INCH IN HEIGHT STATING "FIRE WALL, FIRE BARRIER AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS" B. RATED FIRE DOOR ASSEMBLIES SHALL BE LABELED IN LETTERS NOT LESS THAN 1- INCH-HIGH "FIRE DOOR-KEEP CLOSED" OR "FIRE DOOR-DO NOT BLOCK" AS INDICATED BY IFC 703.2.1. C. NOTHING IS TO BE STORED ABOVE 15' HIGH PER IFC 3207.2.1 D. GENERAL CONTRACTOR TO COORDINATE ALL PENETRATIONS THROUGH FIREWALL ARE TO COMPLY WITH IBC 714 E. ALL MEANS OF EGRESS PATH SHALL BE ILLUMINATED TO A LEVEL NOT LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKER SURFACE, PER IBC 1008 3HR FIRE WALL - SEE DETAIL 2/G-101 FOR WALL ASSEMBLY CONSTRUCTION 89' 7 0 ' 7 1 ' 123' 58' o s os o s o s o s os o s o s o s o s o s o s o s 180 180 180 Q4 Q4 Q4 Q4 A3 A3A3 A3 Q4 A16A16A16A16A16 A16 A16 A16 Q4 A17 A18A18A18 WAREHOUSE 200 11,172 SF 500 23 RR 109 59 SF 0 0 RR 110 59 SF 0 0 SHOW ROOM 100 4,716 SF 150 32 RR 202 82 SF 0 0 OFFICE 201 105 SF 150 1 STORAGE 204 194 SF 300 1 OFFICE 112 157 SF 150 2 OFFICE 115 238 SF 150 2 OFFICE 114 259 SF 150 2 STO. 113 430 SF 300 2 RECEPTION 101 171 SF 150 2 OFFICE 103 107 SF 150 1 OFFICE 104 107 SF 150 1 OFFICE 105 107 SF 150 1 STOR. 102 93 SF 300 1 HALL 111 103 SF 0 0 BKRM 107 150 SF 15 11 CONF. 108 318 SF 15 22 JAN. 106 50 SF 300 1 ADHESIVE STOR. 205 149 SF 300 1 97' OCCUPANCY & OCCUPANT LOAD SCHEDULE OCCUPANCY M Mercantile S-1 Storage-Moderate ZONE NUMBER 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 300 200 201 202 204 205 ZONE NAME SHOW ROOM RECEPTION STOR. OFFICE OFFICE OFFICE JAN. BKRM CONF. RR RR HALL OFFICE STO. OFFICE OFFICE MECHANICAL WAREHOUSE OFFICE RR STORAGE ADHESIVE STOR. MEASURED AREA 4,716.02 170.98 92.77 107.23 107.25 107.23 49.69 150.23 318.37 58.73 58.77 102.94 157.22 430.12 258.74 237.95 432.26 7,556.50 sq ft 11,171.75 104.84 81.55 194.13 148.96 11,701.23 sq ft 19,257.73 sq ft FUNCTION OF SPACE Business Area Business Area Accessory storage areas, mechanical equipment room Business Area Business Area Business Area Accessory storage areas, mechanical equipment room Assembly without fixed seats Unconcentrated (tables and chairs) Assembly without fixed seats Unconcentrated (tables and chairs) Restroom Restroom Circulation Business Area Accessory storage areas, mechanical equipment room Business Area Business Area Accessory storage areas, mechanical equipment room Warehouses Business Area Restroom Accessory storage areas, mechanical equipment room Accessory storage areas, mechanical equipment room OCCUPANT LOAD 150 150 300 150 150 150 300 15 15 0 0 0 150 300 150 150 300 500 150 0 300 300 OCCUPANTS 32 2 1 1 1 1 1 11 22 0 0 0 2 2 2 2 2 82 23 1 0 1 1 26 108 LIFE SAFETY PL AN KEYNOTES A3 A16 A17 A18 P4 Q4 FIRE EXTINGUISHER AUTOMATIC SMOKE VENT - BASIS OF DESIGN - BILCO "TYPE DSH- AUTOMATIC SMOKE VENT, PROVIDE CURB AND CRICKET PER MANUFACTURER PAINT FLOOR WITH 4" YELLOW STRIPING AT 45 DEGREE ANGLE - KEEP CLEAR FOR 4' WIDE WALK PATH OWNER TO PROVIDE SELF CONTAINED FIRE CABINETS FOR ADHESIVE STORAGE IN THIS ROOM DRINKING FOUNTAIN - SEE PLUMBING EXIT SIGN 5/13/21, 4:14 PMBXUV.W460 - Fire-resistance Ratings - ANSI/UL 263 | UL Product iQ Page 2 of 3https://iq.ulprospector.com/en/profile?e=220846 1. Floor Ceiling Runners — Channel-shaped, min. 3-1/2 in. wide with min 1-1/2 in. legs, fabricated from min No. 20 MSG (0.0329 in., min bare metal thickness) corrosion resistant steel. Attached to floor and ceiling with steel fasteners spaced not greater than 24 in. OC. 2. Steel Studs — Corrosion protected steel studs, min. 3-1/2 in. wide min No. 20 MSG (0.0329 in., min bare metal thickness) steel. Studs shall be designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S- 12 pan head or 5/8 in. long Type S-12 low profile head, self-drilling, self-tapping steel screws on both sides of studs. 3. Lateral Support Members — (Not shown) — Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board — 5/8 in. thick, 4 ft. wide. Three layers of gypsum board installed horizontally with end joints locate over studs and offset minimum one stud cavity. Horizontal joints offset a minimum 8 in. First layer fastened to each stud with 1 in. long Type S-12 steel screws maximum 48 in. OC. Second layer fastened to each stud through the first layer with 1-5/8 in. long, Type S-12 steel screws spaced maximum 48 in. OC. Third layer fastened to each stud through the first and second layers with 2-3/8 in. long Type S-12 steel screws spaced a maximum 12 in. OC with one screw located a maximum 6 in. from each edge. At board side joints all screws shall be located 1/2 in. from the longitudinal joints CGC INC — Type ULIX UNITED STATES GYPSUM CO — Types SCX, SGX, ULIX, or USGX 6. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. * Indicates such products shall bear the UL or cUL Certification Mark 1. Floor Ceiling Runners - Channel-shaped, min. 3-1/2 in. wide with min 1-1/2 in. legs, fabricated from min No. 20 MSG (0.0329 in., min bare metal thickness) corrosion resistant steel. Attached to floor and ceiling with steel fasteners space not greater than 24 in. OC. 2. Steel Studs - Corrosion protected steel studs, min. 3-1/2 in. wide min NO MSG (0.0329 in., min bare metal thickness) steel. Studs shall be designed in accordance with the current edition of the Specification for Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S-12 pan head or 5/8 in. long Type S-12 low profile head, self-drilling, self-tapping steel screws on both side of studs. 3. Lateral Support Members - (Not shown) - Where required for lateral support of studs, support may be provided by mean of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Bat t and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batt and Blankets (BKNV or BZJZ) Categories for name of Classified companies. 5. Gypsum Board - 5/8 in. thick, 4 ft wide. Three layers of gypsum board installed horizontally with end joints locate over studs and offset minimum one stud cavity. Horizontal joints offset a minimum 8 in. First layer fastened to each stud with 1 in. long Type S-12 steel screws maximum 48 in. OC. Second layer fastened to each stud through the first layer with 1-5/8 in. long, Type s-12 steel screws spaced maximum 48 in. OC. Third layer fastened to each stud through the first and second layers with 2-3/8 in. long, Type S-12 screws spaced a maximum 12 in. OC with one screw located a maximum 6 in. from each edge. At board side joints all screws shall be located 1/2 in. from longitudinal joints. 6. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. * Indicates such products shall bear the UL or cUL Certification Mark 01 01 01 01 SCALE: 3/32" = 1'-0" 1 FIRST FLOOR LIFE SAFETY PLAN SCALE: 1' = 1'-0"2 3HR FIRE WALL - DESIGN NO W460 Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 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 /2 1 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 1 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 1 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 SummaryBuilding Codes:2018 International Building Code2018 International Mechanical Code2018 International Energy Conservation Code2018 International Plumbing Code2017 National Electrical Code (NEC)2018 Fire Code of IdahoBuilding Occupancy / Use ClassificationBuilding Use (Chapter 3) Mixed Use Building StoryMercantileproposed 1 MModerate-hazard storage proposed 1 S-1Construction Type (601)VB 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 Areas Proposed Actual Allowed by IBCAllowable Height (Table 504.3):Mercantile - M 31'-3"40'-0"Moderate-hazard storage - S-1 31'-3"40'-0"Allowable Stories (Table 504.4):Mercantile - M 1 1Moderate-hazard storage - S-1 1 1Allowable Area (Table 506.2):Mercantile - M OKAY 7,533 9,000Moderate-hazard storage - S-1 NO 11,982 9,000Increased Areas / Heights: (Section 506.3)Frontange IncreaseModerate-hazard storage - S-1 OKAY 11,982 13,500Required Occupancy Separation (Table 508.4)Proposed RequiredMixed Use Occupancies M/S-1 Non-Sprinklered 3h 0hEquipment Platforms 505.3Equipment platforms in buildings shall not be considered as a portion of the floor below. Such equipment platforms shall not contribute to either the building area or the number of stories as regulated by Section 503.1. The area of the equipment platform shall not be included in determining the fire area in accordance with Section 903. Equipment platforms shall not be a part of any mezzanine and such platforms and the walkways, stairways, alternating tread devices and ladders providing access to an equipment platform shall not serve as a part of the means of egress from the building.Fire Resistant Rating for Construction Elements (Table 601 & 602)Construction Type VBStructural 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 3h 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 Other Egress (.2”/occupant):Section 1005.3.2 32"3 @ 36 EA. AND 2 @ 72" EA. Number of Exits Required 4 5 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 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 of Idaho Building Occupancy / Use Classification Building Use (Chapter 3) Mixed Use Building Story Mercantile proposed 1 M Moderate-hazard storage proposed 1 S-1 Construction Type (601)VB 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 Proposed Actual Allowed by IBC Allowable Height (Table 504.3): Mercantile - M 31'-3"40'-0" Moderate-hazard storage - S-1 31'-3"40'-0" Allowable Stories (Table 504.4): Mercantile - M 1 1 Moderate-hazard storage - S-1 1 1 Allowable Area (Table 506.2): Mercantile - M OKAY 7,533 9,000 Moderate-hazard storage - S-1 NO 11,982 9,000 Increased Areas / Heights: (Section 506.3)Frontange Increase Moderate-hazard storage - S-1 OKAY 11,982 15,007 Required Occupancy Separation (Table 508.4)Proposed Required Mixed Use Occupancies M/S-1 Non-Sprinklered 3h 0h Equipment Platforms 505.3 Equipment platforms in buildings shall not be considered as a portion of the floor below. Such equipment platforms shall not contribute to either the building area or the number of stories as regulated by Section 503.1. The area of the equipment platform shall not be included in determining the fire area in accordance with Section 903. Equipment platforms shall not be a part of any mezzanine and such platforms and the walkways, stairways, alternating tread devices and ladders providing access to an equipment platform shall not serve as a part of the means of egress from the building. Fire Resistant Rating for Construction Elements (Table 601 & 602) Construction Type VB 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 3h 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 Other Egress (.2”/occupant):Section 1005.3.2 32"3 @ 36 EA. AND 2 @ 72" EA. Number of Exits Required 4 5 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 01 AREA INCREASE CALCUL ATION: Tabular Area per table 506.2 9,000.00 sqft Area increase facture 0.67 Area increase 6,007.00 sqft Total allowable Area 15,007.00 sqf t 01 Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 13 OF 36 AS-101 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 /2 1 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 1 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 1 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 ARCHITECTUR AL SITE PLAN BUILDING FOOTPRINT N 1 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 150' 150' 3 AS-101 4 AS-101 1 3 7 . 7 8 3 ' 97.782' 60'SET BACK 1 0 ' S E T B A C K 25' SET BACK 3 0 ' S E T B A C K 1 0 0 ' 60' 6' 5 ' 2 0 ' 6.5' 9 ' 5 ' FF 4,853.000' FF 4,853.000' FF 4,853.000' FF 4,853.000' FF 4,853.000' FUTURE EXPANSION SEPTIC TANK PROPOSED WELL A14A14 A 1 4 A14A14 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 Q5 A21 A22 A19 A20 A23 A23 A14A14A14 DRAIN FIELD M c C u l l o c h R d SITE PLAN GENERAL NOTES A. FOR SITE UTILITIES, SITE PLAN AND TOPOGRAPHY PLAN - SEE CIVIL B. SEE CIVIL DRAWINGS FOR EXACT PARKING SIZE REQUIREMENTS C. FINISH GRADE TO SLOPE 5% AWAY FROM THE BUILDING 10' MINIMUM 1'-6" DIA 1 '-0 " 3 '-0 " M I N . 4 '-0 " CONCRETE FOOTING 18" DIA SONOTUBE SIDEWALK 8" DIA. STD. GALV. STEEL PIPE FILLED W/ CONCRETE (APPLY TWO COATS OF PAINT, EXACT COLOR TO BE DETERMINED BY OWNER) MIN. 0.188" WALL THICKNESS POSITIVE SLOPE AWAY FROM BOLLARD ARCHITECTURAL SITE PLAN KEYNOTES A1 A14 A19 A20 A21 A22 A23 Q5 CONCRETE WHEEL STOPS - ANCHORED TO GROUND AND HELD BACK FROM EDGE OF SIDEWALK SO VEHICLE BUMPERS DO NOT EXTEND PAST EDGE OF SIDEWALK BOLLARD, SEE DETAIL CONCRETE SIDEWALK - SEE CIVIL LANDSCAPING, ROCK AND PLANTS - SEE CIVIL ASPHALT - SEE CIVIL COMPACTED GRAVEL - SEE CIVIL WATER TANK RESERVOIR AND FIRE DEPARTMENT CONNECTION SYSTEMS ARE DESIGN BUILD / G.C. AND ARE TO MEET ALL LOCAL JURISDICTION REQUIREMENTS PROPANE TANK - O.F.C.I. - COORDINATE UTILITY CONNECTIONS 8" 8 " METAL BUILDING BY OTHERS WALL PER PLANS BOLLARD SEE DETAIL 2/AS-101 6" 2 " 6" 2 " METAL BUILDING BY OTHERS DOOR PER SCHEDULE WEATHER STRIP BOLLARD SEE DETAIL 2/AS-101BOLLARD SEE DETAIL 2/AS-101 01 SCALE: 1" = 30'1 ARCHITECTURAL SITE PLAN SCALE: 1/2" = 1'-0" 2 BOLLARD DETAIL SCALE: 1" = 1'-0"3 CORNER BOLLARD SCALE: 1" = 1'-0"4 BOLLARD @ OVERHEAD DOOR Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 15 OF 36 A-101 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 /2 1 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 1 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 1 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 FLOOR 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. ALL FINISHES ARE TO BE CONFIRMED WITH OWNER PRIOR TO ORDERING AND INSTALLING, PROVIDE PHYSICAL SAMPLE TO OWNER FOR FINISH CONFRIMATION FLOOR PLAN LEGENDROOM NAME ROOM NUMBER ROOM AREA 100a 100e 107 115 108b 110 102 106 112b 112a 114a 109 111108a 114b 105 104 103 F 4 4 3 3 2 2 1 1 N A D H K M N B 100c 100d 100b 101 A1 A-402 C3 A-401 A1 A-401 B1 A-401 36'-6" 3 6 '-0 " 1 A-301 2 A-301 2 A-301 3 A-301 3 A-301 1 A-201 P4 A6 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 111 BKRM 107 CONF. 108 JAN. 106 FLOOR PLAN KEYNOTES A4 A5 A6 M1 P4 Q2 CARPET CUTTER - O.F.O.I. - PROVIDE POWER PALLET RACKING - O.F.C.I. - SPECIAL INSPECTIONS FOR BOLT ANCHOR - SEE DETAIL WALL MOUNTED ACCESS LADDER - PROVIDE AND INSTALL SOLID BACKING FURNACE - SEE MECHANICAL DRINKING FOUNTAIN - SEE PLUMBING AIR COMPRESSOR, O.F.O.I. - PROVIDE POWER 4 3 2 1 N M 200e 1 A-301 2 A-301 3 A-301 M1 M1 MECHANICAL 300 01 01 SCALE: 1/8" = 1'-0" 1 FIRST FLOOR PLAN SCALE: 1/8" = 1'-0"2 EQUIPMENT PLATFORM Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 20 OF 36 A-201 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 /2 1 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 1 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 1 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 EXTERIOR ELEVATIONS BUILDING ELEVATION GENERAL NOTES A. ALL FINISHES ARE TO BE CONFIRMED WITH OWNER PRIOR TO ORDERING AND INSTALLING, PROVIDE PHYSICAL SAMPLE TO OWNER FOR FINISH CONFIRMATION B. FINISH GRADE TO SLOPE 5% AWAY FROM THE BUILDING 10' MINIMUM C. WALL OR PORTIONS THEREOF THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED AND DAMPPROOFED IN ACCORDANCE WITH 1805 BUILDING ELEVATION LEGEND STANDING SEAM METAL ROOF, COLOR TBD BY OWNER NUCOR CLASSIC PANEL, COLOR TBD BY OWNER TETON STEEL 1" FLUSH PANEL, COLOR TBD BY OWNER TETON STEEL 7.2 UTLRA BOX, COLOR TBD BY OWNER 1 2 3 4 5 6 7 8 9 10 9'-0" B.O. CANOPY A15 Q 6 Q6 A16 A16 A16 A16 A16 A16 A16 A16 Q6 Q6 Q6 Q6Q6Q6 Q6 Q6 10 9 8 7 6 5 4 3 2 1 1 A-202 2 A-202 100a A A A A A A A A A F F A F F AA B BBBA A Q6 Q6 Q6 A16 A 200a Q6 A15 Q3 Q6 A15 Q6 A F NCDEHKJMLB 1 A-203 100e F F AA A A A A A A B B B B B B A A A15 A16 Q6 Q6 A15 Q3 Q6 A14 N F ALMJKHEDCB 2 A-203 A 200b 200c A15 A 200d Q6 Q6 Q6 Q6 A16 A16 Q6 A14A14A14 Q6 BUILDING ELEVATION KEYNOTES A14 A15 A16 Q3 Q7 BOLLARD, SEE DETAIL CANOPY - SEE MTL BLDG PLANS AUTOMATIC SMOKE VENT - BASIS OF DESIGN - BILCO "TYPE DSH- AUTOMATIC SMOKE VENT, PROVIDE CURB AND CRICKET PER MANUFACTURER SIGNAGE BY OWNER - PROVIDE POWER LED ROPE LIGHTING - COORDINATE EXACT LIGHT FIXTUER W/ OWNER 01 SCALE: 3/32" = 1'-0"4 WEST ELEVATION SCALE: 3/32" = 1'-0"3 EAST ELEVATION SCALE: 3/32" = 1'-0"1 NORTH ELEVATION SCALE: 3/32" = 1'-0"2 SOUTH ELEVATION Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 23 OF 36 A-301 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 /2 1 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 1 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 1 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 BUILDING SECTIONS BUILDING SECTION GENERAL NOTES A. ALL EXTERIOR WALLS TO CONSIST OF R-19 MIN. PLUS WHERE FURRING OUT INTERIOR WALLS ON THE SHOWROOM SIDE OF THE BUILDING, THEY ARE TO HAVE AN ADDITIONAL R-13 MIN. B. R-30 MIN. ROOF INSULATION. INSULATION TO BE CONTINUOUS THROUGHOUT THE ENTIRE ROOF. 1 2 3 4 5 6 7 8 9 10 2 A-351 3 A-351 1 A-351 20'-0"25'-0"25'-0"25'-0"25'-0"25'-0"20'-0"15'-6"15'-6" JANBREAKCONFERENCERRHALLOFFICE WAREHOUSE MECHANICAL AREA FIREBLOCK/DRAFTSTOP PER IBC 718 A F NCEJL 2 A-352 5 A-351 4 A-351 1 A-352 13'-6"16'-9"16'-9"20'-0"20'-0"20'-0" STORAGE OFFICE OFFICE OFFICE SHOWROOM OFFICE OFFICE FIREBLOCK/DRAFTSTOP PER IBC 718 4 5 6 7 8 1 SIM A-352 1 SIM A-352 4 A-352 25'-0"25'-0"25'-0"20'-0" ADHESIVE STORAGE STORAGE COMM. VINYLS RR OFFICE WAREHOUSE NACEFJL 3 A-352 4 SIM A-351 5 - SIM A-351 WAREHOUSE MECHANICAL AREA CONFERENCE STORAGE FIREBLOCK/DRAFTSTOP PER IBC 718 0101 01 SCALE: 3/32" = 1'-0"1 BUILDING SECTION A.5 SCALE: 3/32" = 1'-0"2 BUILDING SECTION 1.25 SCALE: 3/32" = 1'-0"4 BUILDING SECTION J.5 SCALE: 3/32" = 1'-0"3 BUILDING SECTION 2.75 Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 26 OF 36 A-401 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 /2 1 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 1 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 1 R E S I N A R C H I T E C T U R E , L L C . ENLARGED PL ANS 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 ENLG. PL AN & ELEVATION GENERAL NOTES A. TILE MOVEMENT JOINTS REQUIRED AS INDICATED BELOW INTERIOR - MAX. 25 FT EACH DIRECTION EXTERIOR - 8-12 FT EACH DIRECTION INTERIOR TILE WORK EXPOSED TO SUNLIGHT - MAX. 12 FT EACH DIRECTION ABOVE-GROUND CONCRETE SLAB SUBTRATE - MAX. 12 FT EACH DIRECTION B. RESTROOMS REQUIRE A HARD, NONABSORBENT WALL FINISH UP TO 4'-0" AFF. INTERIOR ELEVATION GENERAL NOTES A. TOILET ROOMS ARE REQUIRED TO HAVE A SMOOTH, HARD NONABSORBENT SURFACE THAT EXTENDS AT LEAST 4 INCHES ONTO WALLS. B. CONFIRM ALL FINISHES WITH OWNER PRIOR TO ORDERING AND INSTALLING. BB 102 101 A2 A3 A4 A5 A-401 RECEPTION 101 163 SF 107 106 F 100d C5 C4 A-401 D4 D3A-401 P1 Q1 P2 BKRM 107 150 SF JAN. 106 49 SF 5'-3"2'-0" 2 '-1 0 " 2 '-0 " 3 '-0 " 3 '-6 " 1'-2 3/4" 2'-0" 201 1'-9" 201 1'-9" 201 A A 3 '-0 " 1'-2 3/4" 5'-11" 291 2'-0" 230 101 1'-9" 201 2'-2" 2 '-0 " 102 2'-6" 222 3'-0" 152 2'-0" 211 3 '-0 " 2 '-0 " 4 '-0 " 2'-6" 302 3'-0" 302 2'-0" 1'-0" 309 107 P2 5" 1'-0" 2'-0"2'-9"2'-3"1 1/4" 3 '-0 " 2 '-0 " 4 '-0 " 9 '-0 " 2'-3"1 1/4"1" SCRIBE 2'-0" Q1 B5 A-401 B4 A-401 B2 A-401 B3A-401 4 '-0 " P1 5'-0" 11 39/64"1'-0 25/64" 3 '-6 " 1'-0" 3 '-6 " 1'-0" 3'-3" 112 3'-3" 112 8'-6" ENL ARGED PLANS KEYNOTES A2 A8 A9 A10 A11 A12 A13 P1 P2 P3 P5 36" GRAB BAR - PROVIDE BACKING 24"x36" MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER TOILET PAPER DISPENSER 18" GRAB BAR - PROVIDE BACKING 42" GRAB BAR - PROVIDE BACKING MOP SINK, SEE PLUMBING SINK - SEE PLUMBING FLOOR DRAIN - SEE PLUMBING TOILET - SEE PLUMBING 8'-6" 1'-0"1'-0" 3 '-6 " 3'-3" 112 3'-3" 112 5'-0" 1'-0 25/64"11 39/64" 3 '-6 " 4 '-0 " 01 SCALE: 1/4" = 1'-0"A1 RECEPTION 101 PLAN SCALE: 1/4" = 1'-0"C3 BKRM 107 & JAN. 106 SCALE: 1/4" = 1'-0"A5 RECEPTION 101 W SCALE: 1/4" = 1'-0"A4 RECEPTION 101 S SCALE: 1/4" = 1'-0"A2 RECEPTION 101 N SCALE: 1/4" = 1'-0"A3 RECEPTION 101 E SCALE: 1/4" = 1'-0"C4 BREAKROOM 107 W SCALE: 1/4" = 1'-0"C5 BREAKROOM 107 N SCALE: 1/4" = 1'-0"B1 SHOWROOM 100 PLAN SCALE: 1/4" = 1'-0"D3 JAN. 106 NE SCALE: 1/4" = 1'-0"B2 SHOW ROOM 100 SE SCALE: 1/4" = 1'-0"B3 SHOW ROOM 100 NE SCALE: 1/4" = 1'-0"B4 SHOW ROOM 100 SW SCALE: 1/4" = 1'-0"B5 SHOW ROOM 100 NW SCALE: 1/4" = 1'-0"D4 JAN. 106 NW Jonathan Gallup 11/01/2021 GSPublisherVersion 342.21.24.3 I D D A T E D E S C R I P T I O N 0 001 8 /1 9 /2 1 1 1 /1 /2 1 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 STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL SHEET 29 OF 36 A-601 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 /2 1 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 1 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 1 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 DOOR & WINDOW SCHEDULES DOOR SCHEDULE ID 100a 100b 100c 100d 100e 101 102 103 104 105 106 107 108a 108b 109 110 111 112a 112b 114a 114b 115 200a 200b 200c 200d 200e 201 202 204 205 ROOM NAME SHOW ROOM SHOW ROOM SHOW ROOM SHOW ROOM SHOW ROOM SHOW ROOM STOR. OFFICE OFFICE OFFICE JAN. BKRM CONF. CONF. RR RR SHOW ROOM OFFICE OFFICE OFFICE OFFICE OFFICE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE OFFICE RR STORAGE ADHESIVE STOR. LEAF NOMINAL WIDTH 9'-0" 3'-0" 8'-0" 3'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 12'-0" 3'-0" 3'-0" 6'-0" 3'-0" 3'-0" 6'-0" 6'-0" NOMINAL HEIGHT 7'-0" 7'-0" 8'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 14'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" THICKNESS 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1.575" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" MATERIAL ALUM / GLASS INSULATED METAL HOLLOW METAL INSULATED METAL ALUM / GLASS SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD HOLLOW METAL INSULATED METAL HOLLOW METAL HOLLOW METAL INSULATED METAL INSULATED METAL INSULATED METAL HOLLOW METAL HOLLOW METAL TYPE (SEE DOOR LEGEND) A D G D D B D B B B D C C D D C D E D E F E D G D D D E D D D FRAME MATERIAL HM HM HM HM HM WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD HM HM HM HM HM HM HM HM HM HEAD DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JAMB DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILL DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fire Resistance Rating Non-Rated 180 minutes 180 minutes 180 minutes Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated Non-Rated 180 minutes Non-Rated Non-Rated Non-Rated Non-Rated Hardware Function Entrance Classroom Classroom Classroom Entrance Office Office Office Office Office Storeroom Passage Office Office Privacy Privacy Passage Office Office Office - Office Storeroom - Storeroom Storeroom Classroom Office Privacy Storeroom Storeroom HARDWARE SET HW 1 HW 3 HW 8 HW 3 HW 1 HW 9 HW 4 HW 4 HW 4 HW 4 HW 11 HW 10 HW 4 HW 4 HW 6 HW 6 HW 7 HW 4 HW 4 HW 4 HW 12 HW 4 HW 2 HW OT-1 HW 2 HW 2 HW 8 HW 4 HW 6 HW 5 HW 5 REMARKS PROVIDE POWER TO DOOR HARDWARE - SEE GENERAL NOTE I PROVIDE POWER TO DOOR HARDWARE - SEE GENERAL NOTE I PROVIDE POWER TO DOOR HARDWARE - SEE GENERAL NOTE I BASIS OF DESIGN "OVERHEAD DOOR - THERAMCORE 592 - SECTION STEEL DOOR" COLOR TO BE WHITE. OPERATOR - SIDE MOUNDTED OPERATIOR BASIS OF DESIGN "LIFTMASTER - INDUSTRIAL DUTY SERIERS H" W/ THREE BOTTON CONTROL STATION PROVIDE POWER TO DOOR HARDWARE - SEE GENERAL NOTE I PROVIDE POWER TO DOOR HARDWARE - SEE GENERAL NOTE I MECHANICAL DOOR, LADDER ACCESS SCALE: 1:0.02P-Lever Design DOOR GENER AL NOTES A. INTERIOR DOORS TO BE TRIMMED TO A CLEARANCE OF 1/2" OFF FINISHED FLOOR SURFACE EXCEPT FOR RESTROOM DOORS - RESTROOM DOORS TO BE TRIMMED 1" OFF FINISHED FLOOR SURFACE B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFFERED TO IN THE DOOR SCHEDULE ARE REVERSED AND/OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. C. ALL DOORS, DOOR FINISHES, HARDWARE TYPES, HARDWARE FINISHES, FLOOR FINISHES, AND WALL FINISHES SHALL BE REVIWED AND VERIFIED BY THE OWNER. D. REFER TO FLOOR PLAN A-101 FOR DOOR LOCATIONS E. INTERIOR DOORS ARE TO BE ADA COMPLIANT AND TO RECEIVE LEVER HANDLE HARDWARE. F. PROVIDE SIGNAGE FOR MEN AND WOMEN RESTROOMS. SIGN TO BE MOUNTED 60" HIGH ON WALL, 9" FROM LATCH SIDE OF DOOR. G. STORE FRONT: I. THERMALLY BROKEN II. CENTER SET III. ANODIZED CLEAR IV. GLAZING: a. INSULATED, CLEAR LOW-E SOLAR BAN 60 (2) H. OVERHEAD DOORS - SEE DOOR SCHEDULE FOR BASIS OF DESIGN I. HIGH LIFT TRACK SYSTEM (G.C. TO CONFIRM THAT TRACK TRUNS TO FOLLOW UNDERSIDE OF ROOF STRUCTURE IF NEEDED) II. POWER OPERATED (OPERATOR & SWITCH LOCATION TO BE COORDINATED W/ OWNER) - PROVIDE MANUAL CHAIN. I. LABEL EGRESS DOOR WITH THE FOLLOWING NOTE "DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" LETTER TO NOT BE LESS THAN 1" IN HEIGHT. DOOR HARDWARE NOTES: 1. HARDWARE FINISH BY OWNER 2. TYPICAL HINGE SIZE TO BE 4.5 X 4.5, ALL DOORS 3'6" OR WIDER TO HAVE 5 X 4.5 HINGES. 3. ALL DOOR HARDWARE SHALL BE MOUNTED 36" ABOVE FINISH FLOOR, U.N.O. 4. WHEN APPLICABLE CARD READERS TO BE LOCATED WITHIN 18" OF DOOR STRIKE. 5. PER. ADA 404.2.8.A, INSTALL CLOSERS SO THAT FROM AN OPEN POSITION OF 980 DEGREES, THE DOOR WILLTAKE AT LEAST 5 SECONDS TO MOVE TO A POSTION 12 DEGREES FROM THE LATCH. 6. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 OF THE IBC SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. SEE P-LEVER DESIGN BELOW LEAF TYPE A B C D E F G STYLE STOREFRONT SINGLE, FULLGLASS SINGLE, HALF GLASS SINGLE, FLUSH SINGLE, HALF GLASS POCKET, FULL GLASS OVERHEAD VIEW Tempered DOOR LEGEND WINDOW SCHEDULE ID A B Ct Dt F G Gt Quantity 26 10 1 3 6 4 1 WIDOW SIZE NOMINAL WIDTH 5'-0" 5'-0" 4'-0" 3'-0" 5'-0" 5'-0" 5'-0" NOMINAL HEIGHT 5'-0" 5'-0" 4'-0" 5'-0" 5'-0" 5'-0" 5'-0" TYPE Fixed Fixed Fixed Fixed Fixed Fixed Fixed FRAME MATERIAL METAL VINYL VINYL VINYL METAL VINYL VINYL HEAD DETAIL - - - - - - - JAMB DETAIL - - - - - - - SILL DETAIL - - - - - - - U-VALUE .3 or better .3 or better .3 or better .3 or better .3 or better .3 or better .3 or better TEMPERED REMARKS FROSTED ID A B Ct Dt F G Gt Quantity 26 10 1 3 6 4 1 WINDOW TYPE Fixed Fixed Fixed Fixed Fixed Fixed Fixed VIEW WINDOW LEGEND 01 01 01 01 Jonathan Gallup 11/01/2021