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HomeMy WebLinkAboutPLANS - 22-00845 - Park Shop - Fiber Hut - Bldg 3NORTH WELL - MANUFACTURER DRAWINGS WideOpenNetworks BUILDING EXTERIOROZARKGREYOTHER 3 5 2 - ( & 7 & , 7 <  2 )  5 ( ; % 8 5 * - 2 %  1 2          %   6 , 7 (  1 $ 0 ( 1 2 5 7 +  : ( / / 5 ( ; % 8 5 *   , ' 6 , = (   :   2 '  ;    /   2 '  ;   +   , ' R E V I S I O N N U M B E R : L A S T R E V I S E D :         F O R S I G N A T U R E O R S T A M P E D A P P R O V A L : S P E C I A L C O N D I T I O N S / L I M I T A T I O N S : x T H E V E N T I L A T I O N O F T H E R O O F C A V I T Y S H A L L B E I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F T H E L O C A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . x P E R I F C S E C T I O N 6 0 8 . 6 . 3 : I F B A T T E R I E S W I T H A N E L E C T R O L Y T E C A P A C I T Y O F M O R E T H A N 5 0 G A L L O N S A R E T O B E I N S T A L L E D W I T H I N T H I S B U I L D I N G , O N E O F T H E F O L L O W I N G A L T E R N A T I V E S M U S T A L S O B E I N S T A L L E D : 1 . A N E X H A U S T F A N W I T H A H Y D R O G E N L I M I T S W I T C H S O T H A T T O L I M I T T H E H Y D R O G E N T O 1 % O F T H E T O T A L V O L U M E O F T H E R O O M ; O R 2 . C O N T I N U O U S V E N T I L A T I O N S H A L L B E P R O V I D E D A T A R A T E N O T L E S S T H A N 1 C U B I C F O O T P E R M I N U T E P E R S Q U A R E F O O T O F F L O O R A R E A O F R O O M . x T H I S B U I L D I N G W I L L N O T B E L O C A T E D I N A F L O O D P L A I N . NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 1 of 14 Drawing Index USAGE_________________CONSTRUCTION TYPE___OCCUPANCY GROUP____STORIES________________BASIC WIND SPEED_____FLOOR LOAD___________ROOF LOAD____________FLOOR AREA___________BUILDING HEIGHT______SEISMIC DESIGN________WIND EXPOSURE_______________UNMANNED SHELTER_______________________VB________________________U___________________________1________100 MPH 3 SEC GUST_______________________208 PSF__________________________70 PSF___________________175 SQ.FT.______________________11'-2"______________________CAT D________________________CAT C CODES: 2018 INTERNATIONAL BUILDIN G C O D E ( I B C ) 2018 INTERNATIONAL MECHA N I C A L C O D E ( I M C ) 2018 INTERNATIONAL ENERGY C O N S E R V A T I O N C O D E ( I E C C ) 2018 NATIONAL ELECTRICAL C O D E ( N E C ) NOTES:AGENCY LABEL AND DATA PLATE TO B E P L A C E D O N A P L A T E L O C A T E D O N T H E I N S I D E LEFT OR RIGHT OF THE DOOR. STATE I N S I G N I A T O B E L O C A T E D O N O U T S I D E O F D O O R ABOVE PASSAGE.DRAWING TITLEDRAWING INDEX___________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS & NOTES SHEET__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BILL OF MATERIALS________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INTERIOR LAYOUTS_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLOOR & CEILING LAYOUT__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION VIEWS__________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOOR DETAIL______________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELECTRICAL PANEL_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNER CONSTRUCTION DE T A I L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF CONSTRUCTION DETAI L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTENER SCHEDULE_______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING SKID ASSEMBLY__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING FOUNDATION ASS E M B L Y _ _ _ _ _ _ _ _ _ _ _ _ _ LIFTING DETAIL____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D R A W I N G N U M B E R T B B 1 5 7 4 P A G E 1 O F 1 4 T B B 1 5 7 4 P A G E 2 O F 1 4 T B B 1 5 7 4 P A G E 3 O F 1 4 T B B 1 5 7 4 P A G E 4 O F 1 4 T B B 1 5 7 4 P A G E 5 O F 1 4 T B B 1 5 7 4 P A G E 6 O F 1 4 T B B 1 5 7 4 P A G E 7 O F 1 4 T B B 1 5 7 4 P A G E 8 O F 1 4 T B B 1 5 7 4 P A G E 9 O F 1 4 T B B 1 5 7 4 P A G E 1 0 O F 1 4 T B B 1 5 7 4 P A G E 1 1 O F 1 4 T B B 1 5 7 4 P A G E 1 2 O F 1 4 T B B 1 5 7 4 P A G E 1 3 O F 1 4 T B B 1 5 7 4 P A G E 1 4 O F 1 4 1. HOLD DOWN PLATES, WASHERS, AND NUTS(14) 699-982-BRNZ HOLD DOWN PLATE(14) 299-0007 HEX NUT(14) 299-0016 FLAT WASHER(14) 299-0018 LOCK WASHER ,7(066+,33('/226(&216758&7,21127(6DATEDRAFTERREVISION5(9,6,21/2*3. ON 16" CENTERS3. WALLS TO HAVE 2X4 STUDS7. ROOF TO BE FR DECK PANEL A 6. ROOF TO HAVE R-38 SPRAY IN FOAM INSULATION APPLIED TO UNDERS I D E O F F R D E C K P A N E L A 5. ON 12" CENTERS5. ROOF TO HAVE 2X12 JOISTS10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON A L L R O O F R I M J O I S T S A N D WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO B E F A S T E N E D W I T H 1 1/2" X .100 KNURLED MG NAILS.2. FLOOR TO HAVE R-21 FIBERGLASS INSULATION ( / ( & 7 5 , & $ /  1 2 7 ( 6 , 1 7 ( * 5 $ 7 , 2 1  1 2 7 ( 6 1 0 . E L E C T R I C A L C O N D U I T C O U P L E R S W I L L B E S T A N D A R D S C R E W T Y P E F I T T I N G S . 1 . C A B L E L A D D E R T O B E M O U N T E D A T 7 ' - 2 " A . F . F . 2 . N O G R O U N D I N G / B O N D I N G T O B E I N S T A L L E D . 3 . N O G R O U N D P E N E T R A T I O N T O B E I N S T A L L E D . G R O U N D W I L L C O M E U P T H R O U G H F L O O R E N T R A N C E . 1 . A L L W I R I N G S H A L L B E I N A C C O R D A N C E W I T H T H E 2 0 1 8 N A T I O N A L E L E C T R I C C O D E . 2 . A L L E L E C T R I C A L M A T E R I A L S S H A L L B E U . L . L I S T E D A N D C L A S S I F I E D A S S U I T A B L E F O R T H E P U R P O S E S P E C I F I E D . 3 . A L L W I R I N G S H A L L B E S U R F A C E M O U N T E D I N A R A C E W A Y O R E M T C O N D U I T U S I N G A P P R O V E D C O N N E C T O R S , C O U P L I N G S , A N D C L A M P S , A L L C O N D U I T S H A L L B E A N C H O R E D I N P L A C E A T A P P R O X I M A T E L Y E V E R Y 4 F T O N C O N D U I T R U N S . A N C H O R E D I N P L A C E 3 ' F R O M E V E R Y E L E C T R I C A L B O X . 4 . A L L W I R I N G S H A L L B E S T R A N D E D C O N D U C T O R . 5 . A L L W I R E R U N S S H A L L B E C O N T I N U O U S . 6 . L O W V O L T A G E W I R E M A Y B E S T R A N D E D . 7 . A L L W I R I N G S H A L L B E T E S T E D A N D I N S P E C T E D P R I O R T O S H I P M E N T . 8 . G R E E N G R O U N D C O N D U C T O R S S H A L L B E R U N T O A L L O F T H E B U I L D I N G S A / C P O W E R E D D E V I C E S . C O N D U I T S H A L L N O T B E U S E D A S T H E S O L E S O U R C E O F G R O U N D . 9 . A L L A L A R M D E V I C E S W I R I N G S H A L L B E R U N I N I T S O W N C O N D U I T T O T H E A L A R M C A B I N E T . 1 1 . M I N I M U M E M T C O N D U I T S I Z E S H A L L B E T R A D E S I Z E 1 6 ( 1 / 2 " ) 1. ON 12" CENTERS1. FLOOR TO HAVE 2X6 JOISTS8. PERIMETER SKID TO BE PAINTED WITH DARK BRONZE RUST PREVENT A T I V E P A I N T 9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR 4. WALLS TO HAVE R-15 FIBERGLASS INSULATION4. WITH R-5 RIGID FOAM NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 2 of 14 Revisions & Notes HYDRAULIC CLOSER099-0861HYDRAULIC CLOSER HO L D O P E N 099-0892900-186A/R12.12" CABLE LADDER RAC K CLR-12-2 17.20" MASTER GROUND BA R 915-054GBI14420TBI4', 2 BULB LED LIGHT FIX T U R E , 3 6 W 500-05769.3.LIGHT SWITCH, SINGLE500-10310.500-085EXTERIOR LED LIGHT WI T H P H O T O C E L L BARD HVAC THERMOST A T MC4002-A100-00845.4.200A. 120/240V. SINGLE P H A S E , 4 0 P O S I T I O N QO140M200200-152DISTRIBUTION PANEL W/ 2 0 0 A . M A I N B R E A K E R 4" WIRE RACEWAYA/RA/R13.BILL OF MATERIALSDESCRIPTI O N MFG PART #TBB PART #QTY.NO.METAL WALL FILE001-2048114.3' X 7' STEEL INSULATED D O O R A N D F R A M E W / B A K E D ON ENAMEL PAINT W/S.S . B A L L B E A R I N G H I N G E S W / NON REMOVABLE PINS, L E F T H A N D R E V E R S E W / TELL099-083411.LEVER PASSAGE & DEA D B O L T , A D J U S T A B L E F R A M E GFI RECEPTACLE 20A. W/ W E A T H E R P R O O F C O V E R 800-1002.DUPLEX RECEPTACLES 2 0 A . 800-10111.200A. SINGLE PHASE MAI N D I S C O N N E C T I N T E R I O R Q22200NS200-171115.1 111118BARD 2 TON AC W/5KW H E A T , 1 1 E E R W24AB-A05BPXXXJ899-7076.2UNISTRUT, 1 5/8" X 1 5/8" X 1 6 " 915-211-GRY217.TWISTLOCK RECEPTACL E S 2 0 A . L5-20800-1068.2FLOOR INSERT, A=8", B=1 2 " , C = 1 3 " 102-0072116. NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 3 of 14 Bill of Materials BARD W A L L " A " WALL "D" W A L L " C " W A L L " B " 1 8 ' - 1 1 3 / 4 " 9'-0 1/4" 10'-11 3/4" SUPPLYRETURN 1 3 1 4 SUPPLYRETURN5 664'2'2'4' 8 ' - 1 " 1 ' - 4 " 4 1 5 6' 1'-6" 3 ' - 9 " 7 1 1 1 1 1 1 1'-6" 4 ' 6 ' 4' TYP. 1 1 1 1 1 1 11 9 1 6 9 9 9 1 7 1 7 8 1 3 8 3 ' 9 ' - 5 " 11 N O T E S : 1 . A L L C O N D U I T S H O W N I S A P P R O X I M A T E A N D M A Y N O T R E F L E C T A C T U A L R U N S I N B U I L D I N G 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 4 of 14 Interior Layout 16 W A L L " B " WALL "A"WALL "C"WALL "D"FLOOR LAYOUT 2 ' - 2 " 2" 1717 W A L L " B " WALL "A"WALL "C"WALL "D"CABLE LADDER LAYOUT 5'-5 7/8" 6'6'6' 9 9 9 9 8 1 3 8 W A L L " B " W A L L " A " W A L L " C " W A L L " D " E L E C T R I C A L L A Y O U T 4'-6" 3 ' 2 ' - 4 " NOTES:1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 5 of 14 Floor & Ceiling Layout WALL "B" W A L L " A " W A L L " C " WALL "D" 2 " E L E C T R I C A L E N T R A N C E METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L BARD 1 1 0 BARD 662 6 6 3/16" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 6 of 14 Elevation Views HEAVY DUTYHOLD OPENHOLDBACK BALL BEARING HINGESWITH NON REMOVABLE PINSPASSAGEDEADBOLT3'1/2"7'134"BALL BEARING HINGESWITH NON REMOVABLE PINS NO T E S : x D O O R F R A M E 1 6 G A U G E P R I M E D A N D P A I N T E D S T E E L . x D O O R S L A B 1 8 G A U G E P R I M E D A N D P A I N T E D S T E E L . x W E A T H E R S T R I P P I N G A R O U N D D O O R O P E N I N G . x T H R E S H O L D B E L O W D O O R . x D R I P C A P A B O V E D O O R F R A M E . x P A S S A G E A N D D E A D B O L T . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 7 of 14 Door Detail 13579111315171921353937333129272523 DESCRIPTIONQTY.UNITV.A.AB PHASETRIPPOLESWIRE SIZEA.I.C.LOAD L O A D P E R P H A S E PANEL CIRCUIT ( V A ) ANDLOAD PER PHASE LOAD SCHEDULE(VA)41 3 4 3 8 4 0 3 6 3 0 3 2 2 8 P H A S E V . A . QTY. 2 0 2 4 2 6 2 2 1 6 1 8 1 4 6 1 0 1 2 8 4 2 A B L O A D D E S C R I P T I O N U N I T WIRE SIZE A.I.C. POLES TRIP L O C A T I O N : D E S I G N A T I O N : S E R V I C E : S / N S/G 4 2 2 0 0 LIGHTS410k121203620144 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 2 1 0 k 2 5 9 2 2 T O N B A R D H V A C 5 1 8 4 2 5 9 2 3 0 1 0 3 0 1210k 25922 TON BARD HVAC51842592301030 S U B T O T A L M A N U F A C T U R E R : C A T A L O G N U M B E R S : T O T A L K V A P H A S E A T O T A L K V A P H A S E B T O T A L A M P S P H A S E A T O T A L A M P S P H A S E B C O N T I N U O U S N O E Q U A L : A P P R O V E D E Q U A L : F L U S H S U R F A C E M O U N T I N G : SUBTOTALVOLTAGE:NEUTRAL:MAIN BREAKER:MAIN LUGS:MAINS:TOPBOTTOM MAIN COPPER BUS:CYCLE:PHASE:WIRES:TRIP:A/C: 6 . 1 6 . 1 5 0 . 5 5 0 . 7 3 3 1 2 3 3 1 2 27722748 X Q O 1 4 0 M 2 0 0 200 AMP200 AMP 200 AMP FRAME S Q U A R E D X X 360122 KA S Q U A R E D S Q U A R E D 120/240V. 2 " E M T ( 2 ) 3 / 0 W I R E ( 1 ) # 6 W I R E W I R I N G S C H E M A T I C U T I L I T Y M A I N B R E A K E R W / B O N D I N G B U S H I N G M A I N P A N E L NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 8 of 14 Electrical Panel 10kGFI1121201801802010kEXTERIOR LIGHT112120121220 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 COVEINTERIOR WALL AND CEILINGTO BE FINISHED WITH 3/4"PRE-FINISHED FRP/OSB BOARDFRP IS RATED FIRE CLASS C 1 / 4 " A G G R E G A T E P A N E L M E T A L R O O F E D G E 23/32" FR DECK PANEL 4 5 M I L R E I N F O R C E D M U L E H I D E W H I T E T P O R O O F I N G M E M B R A N E F U L L Y A D H E R E D W I T H A Q U A B A S E 1 2 0 B O N D I N G A D H E S I V E T O F R D E C K P A N E L H O U S E W R A P D O U B L E T O P P L A T E S 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L T O P P L A T E T O W A L L S T U D R O O F F A S T E N E D T O W A L L R - 5 R I G I D F O A M 2 X 12'S @ 12" O.C.TAPERED TO FORM ROOF PITCHR-38 SPRAY-IN FOAM APPLIED TOUNDERSIDE OF FR DECK PANEL I N T E R I O R W A L L S T O B E F I N I S H E D W I T H 3 / 4 " P R E - F I N I S H E D F R P / O S B B O A R D F R P I S R A T E D F I R E C L A S S C C O V E R - 5 R I G I D F O A M H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L W A L L S F A S T E N E D I N C O R N E R S @ 1 6 O . C . 2 X 4 ' s R - 1 5 F I B E R G L A S S R - 1 5 F I B E R - G L A S S R - 1 5 F I B E R - G L A S S 1 / 4 " A G G R E G A T E P A N E L P V C C O R N E R P I E C E P V C T R I M S T R I P 1 / 4 " G A P B E T W E E N A G G R E G A T E P A N E L S W A L L F A S T E N E D T O F L O O R 3 / 4 " T & G S T U R D - I - F L O O R B O T T O M O F W A L L S E A L E D W I T H C O N S T R U C T I O N A D H E S I V E S E A L A N T R - 5 R I G I D F O A M 6 " X # 9 B E A M 3 / 8 " x 4 " L A G B O L T @ 1 2 " O . C . 1/8" COMMERCIAL GRADE TILE4" BASEBOARD INTERIOR OF WALL TO BEFINISHED WITH PRE-FINISHEDFRP/OSB BOARDFRP IS RATED FIRE CLASS C2 X 6's @12" O.C. H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L BOTTOM OF FLOOR IS 3/4" CDX PLYWOODSEALING WITH AN ASPHALT UNDERCOATINGAND A 18 X 16 X .011 WIRE MESH FOR RODENTPROTECTION 1 / 4 " A G G R E G A T E P A N E L R-21 FIBERGLASS INSULATION G A L V . " L " F L A S H I N G W R A P B O T T O M O F E X T E R I O R S H E A T H I N G W I T H H O U S E W R A P 6 " U P E A C H S I D E WALL TO FLOOR DETAIL WALL TO ROOF DETAIL W A L L C O R N E R D E T A I L C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . I N S U L A T I O N R E Q U I R E M E N T N O T E S : 1 . R I G I D F O A M B O A R D T O B E O W E N S - C O R N I N G F O A M U L A R 1 5 0 W I T H T H E F O L L O W I N G R V A L U E S ( P E R I C C - E S R 1 0 6 1 ) : R - 3 - 1 / 2 " T H I C K R - 5 - 1 " T H I C K R - 7 . 5 - 1 1 / 2 " T H I C K S E E F A S T E N E R S C H E D U L E SPRAY-IN FOAM REQUIREMENT NOTES:1. SPRAY-IN FOAM TO BE BASF SPRAYTITE 178 APPLIED AT THE FOLLOWING THICKNESS (PER ICC-ESR 2642):R-213-1/2" THICKR-254" THICKR-305" THICKR-356" THICKR-386" THICK NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 9 of 14 Corner Construction 1114" 714" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G , Q T Y 2 ( E A C H E N D O F T R U S S ) T A P E R E D 23/32" FR DECK PANELNAILED TO JOIST S P A C E D 1 2 " O . C . 2 X 1 2 R O O F J O I S T I N T E R I O R P R E - F I N I S H F R P / O S B T O F A S T E N E D T O J O I S T 23/32" FR DECK PANELNAILED TO JOISTDOUBLE TOP PLATE S P A C E D 1 2 " O . C . 1/2" - 12" PITCH 2 X 1 2 R O O F J O I S T R O O F S T R U C T U R E S I D E D E T A I L R O O F S T R U C T U R E E N D D E T A I L N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 10 of 14 Roof Construction SPAN RATINGS FOR CONSTRUCTION MATERIALS:FLOOR 23/32" T&G: 24 OCWALL 15/32" OSB: 32/16ROOF 23/32" PLYWOOD: 48/24 NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 11 of 14 Fastener Schedule F A S T E N E R S C H E D U L E C H A R T ITEM S I Z E T Y P E S P A C I N G T O L E R A N C E M I N I M U M T B B P A R T # INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK8D 15 G A X 2 1 / 2 " F I N I S H N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 3 ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 SHEATHING TO RIM JOIST8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " O N C E N T E R + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 6 CORNER WALL TO WALL3/ 8 " X 6 " L A G 3 / 4 " F R O M O U T E R E D G E , 2 4 " O C I N F I E L D + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 FLOOR TO SKID3/ 8 " X 4 " L A G 1 2 " O C S T A G G E R E D V A R I E S 2 9 9 - 0 2 8 4 WALL TO FLOOR3/ 8 " X 4 " L A G 2 " F R O M F L U S H O U T E R E D G E , E V E R Y 2 4 " + / - 3 / 4 " V A R I E S 2 9 9 - 0 2 8 4 ROOF TO WALL3/ 8 " X 6 " L A G 1 2 " O C + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 TOP PLATE TO STUD 2X4.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 STUD TO SOLE PLATE.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 DOUBLE TOP PLATES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C T Y P I C A L F A C E N A I L + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 TOP PLATES LAP & INTERSECTIONS.1 3 1 X 3 " C O M M O N N A I L 2 F A C E N A I L E D 2 2 9 9 - 0 0 0 2 CONTINUOUS HEADER, TWO PIECES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C A L O N G E D G E + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 CONTINUOUS HEADER TO STUD.1 3 1 X 3 " C O M M O N N A I L 4 E N D N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 6.1 3 1 X 3 " C O M M O N N A I L 3 F A C E N A I L E D 3 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 8.1 3 1 X 3 " C O M M O N N A I L 4 F A C E N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 10.1 3 1 X 3 " C O M M O N N A I L 5 F A C E N A I L E D 5 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 12.1 3 1 X 3 " C O M M O N N A I L 6 F A C E N A I L E D 6 2 9 9 - 0 0 0 2 FR DECK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 END WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 SIDE WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 ROOF FACE TO ROOF BASE# 8 X 3 / 4 " T E K S C R E W 1 2 " O . C . V A R I E S 2 9 9 - 0 0 1 3 EXTERIOR AGGREGATE PANEL WITH NO RIGIDINSULATION# 1 0 X 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 8 EXTERIOR AGGREGATE PANEL WITH R3 OR R5 RIGIDINSULATION#10 X 2 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 9 EXTERIOR AGGREGATE PANEL WITH R7.5 RIGIDINSULATION#10 X 3 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 4 5 10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION 8'-1"16'-1"1'-6"19'-8 1 / 4 " 11'-8 1/4" 5'-8 1/8"2'-9 1/8"18'-2 1/4"12'-1"4'-1" 1 * 31*1*2 2 1*1*1*332'-5 1/8"2'-7"2'-5 1/8" A A B B 1 " T Y P 1'-2 1/2" TYP 1 ' T Y P 32'-7"8'-7 1/4"10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION10 1/2" X 1 1/2" 18 GAUGESTRAPPING LOCATION33/16"3/16"TYP.1 123/16"3/16"TYP.1/4"1/4"2 " 3 / 8 " x 4 5 ° C H A M F E R L I S T O F M A T E R I A L N O . Q T Y . D E S C R I P T I O N 1 . 7 2 . 1 6 3 . B E A M S U P P O R T ( W 6 X 9 # ) G R A D E 5 0 G R A D E A 9 9 2 W E I G H T 1 0 6 6 . 3 # 2 1 7 7 . 2 # 1 2 7 . 9 # A 3 6 A N G L E , S U P P O R T ( 2 X 2 X 1 / 4 ) P I P E S U P P O R T ( 3 " N O M . S C H 4 0 ) 1 3 7 1 . 4 # T O T A L B L A C K S T E E L W E I G H T A 5 0 0 B N O T E S : U N L E S S O T H E R W I S E S P E C I F I E D A L L D I M E N S I O N S S H O W N O N T H I S D R A W I N G S H A L L H A V E T H E F O L L O W I N G T O L E R A N C E : F R A C T I O N A N G L E W E L D E D A S S E M B L Y T O P V I E W 1 1/2" = 1' SCALESECTION "B-B" 3 / 8 " = 1 ' S C A L E 1 1/2" = 1' SCALESECTION "A-A" 1 . F I N I S H : P A I N T E D W I T H B R O N Z E R U S T P R E V E N T A T I V E P A I N T . AS NOTED CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 12 of 14 Skid 1 1/2" = 1' SCA L E BEAM COPING D E T A I L * 2 . B O T H E N D S O F T H I S B E A M A R E C O P E D , S E E B E A M C O P I N G D E T A I L 3 . S T R A P P I N G T O B E A T T A C H E D T O K I N G S T U D S O N O P E N I N G S M A R K E D 21' - 1 0 " 13'-10"2'4'-6" 12'-334" +1/4" -0" 2 ' 4'-6" 4 ' - 6 " 4 ' - 4 " 1 ' - 2 7 8 " 1'-1" 3 / 4 " X 6 " A N C H O R B O L T S ( 1 4 R E Q U I R E D ) 3 ' - 1 1 8 " 1 ' 1'-718"8" F L O O R P E N E T R A T I O N HOLD DOWN PLATE ANCHOR BOLT(SUPPLIED BY OTHERS)SKID BEAM7"4"2"2"PLATE TO BE1/4" THICKGRADE A36WITH 7/8" DIAHOLE FOUNDATION BUILDINGØ7/8" 3/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 13 of 14 Foundation P L A N V I E W THIS IS NOT A FOUNDATION DESIGN . F O U N D A T I O N D E S I G N M U S T B E C O M P L E T E D B Y A L I C E N S E D P R O F E S S I O N A L . NOT E S : 1. CO N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 2. FO U N D A T I O N M U S T S U P P O R T T H E F U L L W E I G H T O F T H E S H E L T E R . 3. U N L E S S O T H E R W I S E N O T E D , T H E S H E L T E R M U S T B E S U P P O R T E D A T A L L L I F T I N G L O C A T I O N S ( M I N I M U M ) . A D D I T I O N A L S U P P O R T M A Y B E R E Q U I R E D P E R P L A N . 4. SH E L T E R I S D E S I G N E D F O R A S L A B F O U N D A T I O N F O R N O N - S T R U C T U R A L R E A S O N S . I F A D I F F E R E N T D E S I G N I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 5. A N C H O R L O C A T I O N A N D Q U A N T I T Y A R E R E Q U I R E D P E R P L A N . I F A D I F F E R E N T L O C A T I O N O R Q U A N T I T Y I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 6. SH E L T E R A N C H O R I N G D E V I C E S M U S T B E E N T I R E L Y A B O V E G R A D E . 7. FO U N D A T I O N M U S T B E S Q U A R E T O W I T H I N + / - 1 / 4 ” . 8. FO U N D A T I O N S U P P O R T L O C A T I O N S M U S T B E L E V E L T O + / - 1 / 4 ” A N D F O U N D A T I O N M A Y N O T B E C R O W N E D B E T W E E N S U P P O R T L O C A T I O N S . 9. FO U N D A T I O N F O O T P R I N T P E R P L A N + / - 2 ” E A C H D I R E C T I O N U N L E S S O T H E R W I S E N O T E D . 1 1/2" = 1' SCALEANCHOR PLATE DETAIL DETAIL CDETAIL D D E T A I L B D E T A I L A PROTECT EXTERNAL FEATURES PROTECTEXTERNALFEATURESSEE INSTALLATIONINSTRUCTIONS DETAIL B& D FOR ALLOWABLEANGLEOF LIFTING SLING 6 " T O 8 " A B CD20°20° M A X I M U M A N G L E P A R A L L E L T O W A L L D O N O T E X C E E D 5 , * * , 1 *  1 2 7 ( 6  1 . T H E S H E L T E R M U S T B E L I F T E D O N L Y A T T H E I N D I C A T E D L I F T I N G P O I N T S . 2 . T H E S H E L T E R M U S T B E L I F T E D U S I N G A L L I N D I C A T E D L I F T I N G P O I N T S . 3 . T H E S H E L T E R M U S T B E L E V E L W H E N L I F T I N G . 4 . A N Y T E M P O R A R Y S T R U C T U R E M U S T R E M A I N I N P L A C E D U R I N G T H E L I F T I N G P R O C E S S . 5 . N O A D D I T I O N A L O N - S I T E E Q U I P M E N T M A Y B E A D D E D T O T H E S H E L T E R P R I O R T O L I F T I N G . 6 . T H E R M O B O N D L I F T I N G P O I N T D E V I C E S M U S T B E U S E D F O R L I F T I N G . I F O T H E R L I F T I N G D E V I C E S A R E R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 7 . M O D I F I C A T I O N O F L I F T I N G P O I N T D E V I C E S I S N O T P E R M I T T E D . 8 . I N S P E C T L I F T I N G P O I N T D E V I C E S F O R D A M A G E P R I O R T O L I F T I N G . D O N O T U S E D E V I C E S W I T H D A M A G E A N D C O N T A C T T H E R M O B O N D F O R R E P L A C E M E N T . 9 . R O U T E R I G G I N G A W A Y F R O M R O O F L I N E O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 0 . R O U T E R I G G I N G A W A Y F R O M E X T E R N A L E Q U I P M E N T A N D P R O T R U S I O N S O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 1 . D O N O T P L A C E T H E S H E L T E R O N U N E V E N O R U N S T A B L E S U R F A C E S . 1 2 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G S A F E T Y A N D Q U A L I T Y R E Q U I R E M E N T S A R E M E T . 1 3 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 1 4 . I N S P E C T S H E L T E R A N D E Q U I P M E N T F O R D A M A G E A F T E R P L A C E M E N T . LIFTING P O I N T D E V I C E S W I L L B E P R O V I D E D A S N O T E D B E L O W . A L L O T H E R RIGGIN G E Q U I P M E N T A N D P L A N I S T H E R E S P O N S I B I L I T Y O F T H E R I G G I N G C O N T R A C T O R . L I F T I N G P I P E S P R O V I D E D B Y T H E R M O B O N D 5 ° M A X I M U M A N G L E P E R P E N D I C U L A R T O W A L L D O N O T E X C E E D 1/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-1 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 14 of 14 Lifting Detail GOLF COURSE - MANUFACTURER DRAWINGS WideOpenNetworks BUILDING EXTERIOROZARKGREYOTHER 3 5 2 - ( & 7 & , 7 <  2 )  5 ( ; % 8 5 * - 2 %  1 2          $ 6 , 7 (  1 $ 0 ( * 2 / )  & 2 8 5 6 ( 5 ( ; % 8 5 *   , ' 6 , = (   :   2 '  ;    /   2 '  ;   +   , ' R E V I S I O N N U M B E R : L A S T R E V I S E D :        F O R S I G N A T U R E O R S T A M P E D A P P R O V A L : S P E C I A L C O N D I T I O N S / L I M I T A T I O N S : x T H E V E N T I L A T I O N O F T H E R O O F C A V I T Y S H A L L B E I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F T H E L O C A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . x P E R I F C S E C T I O N 6 0 8 . 6 . 3 : I F B A T T E R I E S W I T H A N E L E C T R O L Y T E C A P A C I T Y O F M O R E T H A N 5 0 G A L L O N S A R E T O B E I N S T A L L E D W I T H I N T H I S B U I L D I N G , O N E O F T H E F O L L O W I N G A L T E R N A T I V E S M U S T A L S O B E I N S T A L L E D : 1 . A N E X H A U S T F A N W I T H A H Y D R O G E N L I M I T S W I T C H S O T H A T T O L I M I T T H E H Y D R O G E N T O 1 % O F T H E T O T A L V O L U M E O F T H E R O O M ; O R 2 . C O N T I N U O U S V E N T I L A T I O N S H A L L B E P R O V I D E D A T A R A T E N O T L E S S T H A N 1 C U B I C F O O T P E R M I N U T E P E R S Q U A R E F O O T O F F L O O R A R E A O F R O O M . x T H I S B U I L D I N G W I L L N O T B E L O C A T E D I N A F L O O D P L A I N . NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 1 of 14 Drawing Index USAGE_________________CONSTRUCTION TYPE___OCCUPANCY GROUP____STORIES________________BASIC WIND SPEED_____FLOOR LOAD___________ROOF LOAD____________FLOOR AREA___________BUILDING HEIGHT______SEISMIC DESIGN________WIND EXPOSURE_______________UNMANNED SHELTER_______________________VB________________________U___________________________1________100 MPH 3 SEC GUST_______________________208 PSF__________________________70 PSF___________________175 SQ.FT.______________________11'-2"______________________CAT D________________________CAT C CODES: 2018 INTERNATIONAL BUILDIN G C O D E ( I B C ) 2018 INTERNATIONAL MECHA N I C A L C O D E ( I M C ) 2018 INTERNATIONAL ENERGY C O N S E R V A T I O N C O D E ( I E C C ) 2018 NATIONAL ELECTRICAL C O D E ( N E C ) NOTES:AGENCY LABEL AND DATA PLATE TO B E P L A C E D O N A P L A T E L O C A T E D O N T H E I N S I D E LEFT OR RIGHT OF THE DOOR. STATE I N S I G N I A T O B E L O C A T E D O N O U T S I D E O F D O O R ABOVE PASSAGE.DRAWING TITLEDRAWING INDEX___________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS & NOTES SHEET__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BILL OF MATERIALS________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INTERIOR LAYOUTS_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLOOR & CEILING LAYOUT__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION VIEWS__________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOOR DETAIL______________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELECTRICAL PANEL_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNER CONSTRUCTION DE T A I L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF CONSTRUCTION DETAI L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTENER SCHEDULE_______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING SKID ASSEMBLY__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING FOUNDATION ASS E M B L Y _ _ _ _ _ _ _ _ _ _ _ _ _ LIFTING DETAIL____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D R A W I N G N U M B E R T B B 1 5 5 9 P A G E 1 O F 1 4 T B B 1 5 5 9 P A G E 2 O F 1 4 T B B 1 5 5 9 P A G E 3 O F 1 4 T B B 1 5 5 9 P A G E 4 O F 1 4 T B B 1 5 5 9 P A G E 5 O F 1 4 T B B 1 5 5 9 P A G E 6 O F 1 4 T B B 1 5 5 9 P A G E 7 O F 1 4 T B B 1 5 5 9 P A G E 8 O F 1 4 T B B 1 5 5 9 P A G E 9 O F 1 4 T B B 1 5 5 9 P A G E 1 0 O F 1 4 T B B 1 5 5 9 P A G E 1 1 O F 1 4 T B B 1 5 5 9 P A G E 1 2 O F 1 4 T B B 1 5 5 9 P A G E 1 3 O F 1 4 T B B 1 5 5 9 P A G E 1 4 O F 1 4 1. HOLD DOWN PLATES, WASHERS, AND NUTS(14) 699-982-BRNZ HOLD DOWN PLATE(14) 299-0007 HEX NUT(14) 299-0016 FLAT WASHER(14) 299-0018 LOCK WASHER ,7(066+,33('/226(&216758&7,21127(6DATEDRAFTERREVISION5(9,6,21/2*3. ON 16" CENTERS3. WALLS TO HAVE 2X4 STUDS7. ROOF TO BE FR DECK PANEL A 6. ROOF TO HAVE R-38 SPRAY IN FOAM INSULATION APPLIED TO UNDERS I D E O F F R D E C K P A N E L A 5. ON 12" CENTERS5. ROOF TO HAVE 2X12 JOISTS10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON A L L R O O F R I M J O I S T S A N D WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO B E F A S T E N E D W I T H 1 1/2" X .100 KNURLED MG NAILS.2. FLOOR TO HAVE R-21 FIBERGLASS INSULATION ( / ( & 7 5 , & $ /  1 2 7 ( 6 , 1 7 ( * 5 $ 7 , 2 1  1 2 7 ( 6 1 0 . E L E C T R I C A L C O N D U I T C O U P L E R S W I L L B E S T A N D A R D S C R E W T Y P E F I T T I N G S . 1 . C A B L E L A D D E R T O B E M O U N T E D A T 7 ' - 2 " A . F . F . 2 . N O G R O U N D I N G / B O N D I N G T O B E I N S T A L L E D . 3 . N O G R O U N D P E N E T R A T I O N T O B E I N S T A L L E D . G R O U N D W I L L C O M E U P T H R O U G H F L O O R E N T R A N C E . 1 . A L L W I R I N G S H A L L B E I N A C C O R D A N C E W I T H T H E 2 0 1 8 N A T I O N A L E L E C T R I C C O D E . 2 . A L L E L E C T R I C A L M A T E R I A L S S H A L L B E U . L . L I S T E D A N D C L A S S I F I E D A S S U I T A B L E F O R T H E P U R P O S E S P E C I F I E D . 3 . A L L W I R I N G S H A L L B E S U R F A C E M O U N T E D I N A R A C E W A Y O R E M T C O N D U I T U S I N G A P P R O V E D C O N N E C T O R S , C O U P L I N G S , A N D C L A M P S , A L L C O N D U I T S H A L L B E A N C H O R E D I N P L A C E A T A P P R O X I M A T E L Y E V E R Y 4 F T O N C O N D U I T R U N S . A N C H O R E D I N P L A C E 3 ' F R O M E V E R Y E L E C T R I C A L B O X . 4 . A L L W I R I N G S H A L L B E S T R A N D E D C O N D U C T O R . 5 . A L L W I R E R U N S S H A L L B E C O N T I N U O U S . 6 . L O W V O L T A G E W I R E M A Y B E S T R A N D E D . 7 . A L L W I R I N G S H A L L B E T E S T E D A N D I N S P E C T E D P R I O R T O S H I P M E N T . 8 . G R E E N G R O U N D C O N D U C T O R S S H A L L B E R U N T O A L L O F T H E B U I L D I N G S A / C P O W E R E D D E V I C E S . C O N D U I T S H A L L N O T B E U S E D A S T H E S O L E S O U R C E O F G R O U N D . 9 . A L L A L A R M D E V I C E S W I R I N G S H A L L B E R U N I N I T S O W N C O N D U I T T O T H E A L A R M C A B I N E T . 1 1 . M I N I M U M E M T C O N D U I T S I Z E S H A L L B E T R A D E S I Z E 1 6 ( 1 / 2 " ) 1. ON 12" CENTERS1. FLOOR TO HAVE 2X6 JOISTS8. PERIMETER SKID TO BE PAINTED WITH DARK BRONZE RUST PREVENT A T I V E P A I N T 9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR 4. WALLS TO HAVE R-15 FIBERGLASS INSULATION4. WITH R-5 RIGID FOAM NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 2 of 14 Revisions & Notes HYDRAULIC CLOSER099-0861HYDRAULIC CLOSER HO L D O P E N 099-0892900-186A/R12.12" CABLE LADDER RAC K CLR-12-2 17.20" MASTER GROUND BA R 915-054GBI14420TBI4', 2 BULB LED LIGHT FIX T U R E , 3 6 W 500-05769.3.LIGHT SWITCH, SINGLE500-10310.500-085EXTERIOR LED LIGHT WI T H P H O T O C E L L BARD HVAC THERMOST A T MC4002-A100-00845.4.200A. 120/240V. SINGLE P H A S E , 4 0 P O S I T I O N QO140M200200-152DISTRIBUTION PANEL W/ 2 0 0 A . M A I N B R E A K E R 4" WIRE RACEWAYA/RA/R13.BILL OF MATERIALSDESCRIPTI O N MFG PART #TBB PART #QTY.NO.METAL WALL FILE001-2048114.3' X 7' STEEL INSULATED D O O R A N D F R A M E W / B A K E D ON ENAMEL PAINT W/S.S . B A L L B E A R I N G H I N G E S W / NON REMOVABLE PINS, L E F T H A N D R E V E R S E W / TELL099-083411.LEVER PASSAGE & DEA D B O L T , A D J U S T A B L E F R A M E GFI RECEPTACLE 20A. W/ W E A T H E R P R O O F C O V E R 800-1002.DUPLEX RECEPTACLES 2 0 A . 800-10111.200A. SINGLE PHASE MAI N D I S C O N N E C T I N T E R I O R Q22200NS200-171115.1 111118BARD 2 TON AC W/5KW H E A T , 1 1 E E R W24AB-A05BPXXXJ899-7076.2UNISTRUT, 1 5/8" X 1 5/8" X 1 6 " 915-211-GRY317.TWISTLOCK RECEPTACL E S 2 0 A . L5-20800-1068.2FLOOR INSERT, A=8", B=1 2 " , C = 1 3 " 102-0072116. NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 3 of 14 Bill of Materials B A R D W A L L " A " WALL "D" W A L L " C " W A L L " B " 1 8 ' - 1 1 3 / 4 " 9'-0 1/4"10'-11 3/4" S U P P L Y R E T U R N 1314 5'-5 7/8" S U P P L Y R E T U R N 5 6 6 4 ' 2'2' 4 ' 2'-1" 1 ' - 4 " 4 15 6' 1'-6" 3 ' - 9 " 7 1 1 1 1 11 1'-6" 4 ' 6 ' 4' TYP. 11 1 1 1 1 1 1 1 1 9 1 6 9 9 9 1 7 1 7 1 7 8 1 3 8 N O T E S : 1 . A L L C O N D U I T S H O W N I S A P P R O X I M A T E A N D M A Y N O T R E F L E C T A C T U A L R U N S I N B U I L D I N G 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 4 of 14 Interior Layout 16 W A L L " B " WALL "A"WALL "C"WALL "D"FLOOR LAYOUT 2 ' - 2 " 2" 171717 W A L L " B " WALL "A"WALL "C"WALL "D"CABLE LADDER LAYOUT 5'-5 7/8" 2"1'6'6' 9 9 9 9 8 1 3 8 W A L L " B " W A L L " A " W A L L " C " W A L L " D " E L E C T R I C A L L A Y O U T 4'-6" 3 ' 2 ' - 4 " NOTES:1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 5 of 14 Floor & Ceiling Layout WALL "B" W A L L " A " W A L L " C " WALL "D" 2 " E L E C T R I C A L E N T R A N C E METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L BARD110BARD 66 6 6 2 3/16" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 6 of 14 Elevation Views HEAVY DUTYHOLD OPENHOLDBACK BALL BEARING HINGESWITH NON REMOVABLE PINSPASSAGEDEADBOLT3'1/2"7'134"BALL BEARING HINGESWITH NON REMOVABLE PINS NO T E S : x D O O R F R A M E 1 6 G A U G E P R I M E D A N D P A I N T E D S T E E L . x D O O R S L A B 1 8 G A U G E P R I M E D A N D P A I N T E D S T E E L . x W E A T H E R S T R I P P I N G A R O U N D D O O R O P E N I N G . x T H R E S H O L D B E L O W D O O R . x D R I P C A P A B O V E D O O R F R A M E . x P A S S A G E A N D D E A D B O L T . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 7 of 14 Door Detail 13579111315171921353937333129272523 DESCRIPTIONQTY.UNITV.A.AB PHASETRIPPOLESWIRE SIZEA.I.C.LOAD L O A D P E R P H A S E PANEL CIRCUIT ( V A ) ANDLOAD PER PHASE LOAD SCHEDULE(VA)41 3 4 3 8 4 0 3 6 3 0 3 2 2 8 P H A S E V . A . QTY. 2 0 2 4 2 6 2 2 1 6 1 8 1 4 6 1 0 1 2 8 4 2 A B L O A D D E S C R I P T I O N U N I T WIRE SIZE A.I.C. POLES TRIP L O C A T I O N : D E S I G N A T I O N : S E R V I C E : S / N S/G 4 2 2 0 0 LIGHTS410k121203620144 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 2 1 0 k 2 5 9 2 2 T O N B A R D H V A C 5 1 8 4 2 5 9 2 3 0 1 0 3 0 1210k 25922 TON BARD HVAC51842592301030 S U B T O T A L M A N U F A C T U R E R : C A T A L O G N U M B E R S : T O T A L K V A P H A S E A T O T A L K V A P H A S E B T O T A L A M P S P H A S E A T O T A L A M P S P H A S E B C O N T I N U O U S N O E Q U A L : A P P R O V E D E Q U A L : F L U S H S U R F A C E M O U N T I N G : SUBTOTALVOLTAGE:NEUTRAL:MAIN BREAKER:MAIN LUGS:MAINS:TOPBOTTOM MAIN COPPER BUS:CYCLE:PHASE:WIRES:TRIP:A/C: 6 . 1 6 . 1 5 0 . 5 5 0 . 7 3 3 1 2 3 3 1 2 27722748 X Q O 1 4 0 M 2 0 0 200 AMP200 AMP 200 AMP FRAME S Q U A R E D X X 360122 KA S Q U A R E D S Q U A R E D 120/240V. 2 " E M T ( 2 ) 3 / 0 W I R E ( 1 ) # 6 W I R E W I R I N G S C H E M A T I C U T I L I T Y M A I N B R E A K E R W / B O N D I N G B U S H I N G M A I N P A N E L NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 8 of 14 Electrical Panel 10kGFI1121201801802010kEXTERIOR LIGHT112120121220 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 COVEINTERIOR WALL AND CEILINGTO BE FINISHED WITH 3/4"PRE-FINISHED FRP/OSB BOARDFRP IS RATED FIRE CLASS C 1 / 4 " A G G R E G A T E P A N E L M E T A L R O O F E D G E 23/32" FR DECK PANEL 4 5 M I L R E I N F O R C E D M U L E H I D E W H I T E T P O R O O F I N G M E M B R A N E F U L L Y A D H E R E D W I T H A Q U A B A S E 1 2 0 B O N D I N G A D H E S I V E T O F R D E C K P A N E L H O U S E W R A P D O U B L E T O P P L A T E S 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L T O P P L A T E T O W A L L S T U D R O O F F A S T E N E D T O W A L L R - 5 R I G I D F O A M 2 X 12'S @ 12" O.C.TAPERED TO FORM ROOF PITCHR-38 SPRAY-IN FOAM APPLIED TOUNDERSIDE OF FR DECK PANEL I N T E R I O R W A L L S T O B E F I N I S H E D W I T H 3 / 4 " P R E - F I N I S H E D F R P / O S B B O A R D F R P I S R A T E D F I R E C L A S S C C O V E R - 5 R I G I D F O A M H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L W A L L S F A S T E N E D I N C O R N E R S @ 1 6 O . C . 2 X 4 ' s R - 1 5 F I B E R G L A S S R - 1 5 F I B E R - G L A S S R - 1 5 F I B E R - G L A S S 1 / 4 " A G G R E G A T E P A N E L P V C C O R N E R P I E C E P V C T R I M S T R I P 1 / 4 " G A P B E T W E E N A G G R E G A T E P A N E L S W A L L F A S T E N E D T O F L O O R 3 / 4 " T & G S T U R D - I - F L O O R B O T T O M O F W A L L S E A L E D W I T H C O N S T R U C T I O N A D H E S I V E S E A L A N T R - 5 R I G I D F O A M 6 " X # 9 B E A M 3 / 8 " x 4 " L A G B O L T @ 1 2 " O . C . 1/8" COMMERCIAL GRADE TILE4" BASEBOARD INTERIOR OF WALL TO BEFINISHED WITH PRE-FINISHEDFRP/OSB BOARDFRP IS RATED FIRE CLASS C2 X 6's @12" O.C. H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L BOTTOM OF FLOOR IS 3/4" CDX PLYWOODSEALING WITH AN ASPHALT UNDERCOATINGAND A 18 X 16 X .011 WIRE MESH FOR RODENTPROTECTION 1 / 4 " A G G R E G A T E P A N E L R-21 FIBERGLASS INSULATION G A L V . " L " F L A S H I N G W R A P B O T T O M O F E X T E R I O R S H E A T H I N G W I T H H O U S E W R A P 6 " U P E A C H S I D E WALL TO FLOOR DETAIL WALL TO ROOF DETAIL W A L L C O R N E R D E T A I L C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . I N S U L A T I O N R E Q U I R E M E N T N O T E S : 1 . R I G I D F O A M B O A R D T O B E O W E N S - C O R N I N G F O A M U L A R 1 5 0 W I T H T H E F O L L O W I N G R V A L U E S ( P E R I C C - E S R 1 0 6 1 ) : R - 3 - 1 / 2 " T H I C K R - 5 - 1 " T H I C K R - 7 . 5 - 1 1 / 2 " T H I C K S E E F A S T E N E R S C H E D U L E SPRAY-IN FOAM REQUIREMENT NOTES:1. SPRAY-IN FOAM TO BE BASF SPRAYTITE 178 APPLIED AT THE FOLLOWING THICKNESS (PER ICC-ESR 2642):R-213-1/2" THICKR-254" THICKR-305" THICKR-356" THICKR-386" THICK NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 9 of 14 Corner Construction 1114" 714" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G , Q T Y 2 ( E A C H E N D O F T R U S S ) T A P E R E D 23/32" FR DECK PANELNAILED TO JOIST S P A C E D 1 2 " O . C . 2 X 1 2 R O O F J O I S T I N T E R I O R P R E - F I N I S H F R P / O S B T O F A S T E N E D T O J O I S T 23/32" FR DECK PANELNAILED TO JOISTDOUBLE TOP PLATE S P A C E D 1 2 " O . C . 1/2" - 12" PITCH 2 X 1 2 R O O F J O I S T R O O F S T R U C T U R E S I D E D E T A I L R O O F S T R U C T U R E E N D D E T A I L N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 10 of 14 Roof Construction SPAN RATINGS FOR CONSTRUCTION MATERIALS:FLOOR 23/32" T&G: 24 OCWALL 15/32" OSB: 32/16ROOF 23/32" PLYWOOD: 48/24 NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 11 of 14 Fastener Schedule F A S T E N E R S C H E D U L E C H A R T ITEM S I Z E T Y P E S P A C I N G T O L E R A N C E M I N I M U M T B B P A R T # INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK8D 15 G A X 2 1 / 2 " F I N I S H N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 3 ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 SHEATHING TO RIM JOIST8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " O N C E N T E R + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 6 CORNER WALL TO WALL3/ 8 " X 6 " L A G 3 / 4 " F R O M O U T E R E D G E , 2 4 " O C I N F I E L D + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 FLOOR TO SKID3/ 8 " X 4 " L A G 1 2 " O C S T A G G E R E D V A R I E S 2 9 9 - 0 2 8 4 WALL TO FLOOR3/ 8 " X 4 " L A G 2 " F R O M F L U S H O U T E R E D G E , E V E R Y 2 4 " + / - 3 / 4 " V A R I E S 2 9 9 - 0 2 8 4 ROOF TO WALL3/ 8 " X 6 " L A G 1 2 " O C + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 TOP PLATE TO STUD 2X4.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 STUD TO SOLE PLATE.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 DOUBLE TOP PLATES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C T Y P I C A L F A C E N A I L + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 TOP PLATES LAP & INTERSECTIONS.1 3 1 X 3 " C O M M O N N A I L 2 F A C E N A I L E D 2 2 9 9 - 0 0 0 2 CONTINUOUS HEADER, TWO PIECES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C A L O N G E D G E + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 CONTINUOUS HEADER TO STUD.1 3 1 X 3 " C O M M O N N A I L 4 E N D N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 6.1 3 1 X 3 " C O M M O N N A I L 3 F A C E N A I L E D 3 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 8.1 3 1 X 3 " C O M M O N N A I L 4 F A C E N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 10.1 3 1 X 3 " C O M M O N N A I L 5 F A C E N A I L E D 5 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 12.1 3 1 X 3 " C O M M O N N A I L 6 F A C E N A I L E D 6 2 9 9 - 0 0 0 2 FR DECK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 END WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 SIDE WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 ROOF FACE TO ROOF BASE# 8 X 3 / 4 " T E K S C R E W 1 2 " O . C . V A R I E S 2 9 9 - 0 0 1 3 EXTERIOR AGGREGATE PANEL WITH NO RIGIDINSULATION# 1 0 X 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 8 EXTERIOR AGGREGATE PANEL WITH R3 OR R5 RIGIDINSULATION#10 X 2 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 9 EXTERIOR AGGREGATE PANEL WITH R7.5 RIGIDINSULATION#10 X 3 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 4 5 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G L O C A T I O N 8'-1"16'-1"1'-6"19'-8 1 / 4 " 11'-8 1/4" 5'-8 1/8"2'-9 1/8"18'-2 1/4"12'-1"4'-1" 1 * 31*1*2 2 1*1*1*332'-5 1/8"2'-7"2'-5 1/8" A A B B 1 " T Y P 1'-2 1/2" TYP 1 ' T Y P 32'-7"8'-7 1/4" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G L O C A T I O N 10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION33/16"3/16"TYP.1 123/16"3/16"TYP.1/4"1/4"2 " 3 / 8 " x 4 5 ° C H A M F E R L I S T O F M A T E R I A L N O . Q T Y . D E S C R I P T I O N 1 . 7 2 . 1 6 3 . B E A M S U P P O R T ( W 6 X 9 # ) G R A D E 5 0 G R A D E A 9 9 2 W E I G H T 1 0 6 6 . 3 # 2 1 7 7 . 2 # 1 2 7 . 9 # A 3 6 A N G L E , S U P P O R T ( 2 X 2 X 1 / 4 ) P I P E S U P P O R T ( 3 " N O M . S C H 4 0 ) 1 3 7 1 . 4 # T O T A L B L A C K S T E E L W E I G H T A 5 0 0 B N O T E S : U N L E S S O T H E R W I S E S P E C I F I E D A L L D I M E N S I O N S S H O W N O N T H I S D R A W I N G S H A L L H A V E T H E F O L L O W I N G T O L E R A N C E : F R A C T I O N A N G L E W E L D E D A S S E M B L Y T O P V I E W 1 1/2" = 1' SCALESECTION "B-B" 3 / 8 " = 1 ' S C A L E 1 1/2" = 1' SCALESECTION "A-A" 1 . F I N I S H : P A I N T E D W I T H B R O N Z E R U S T P R E V E N T A T I V E P A I N T . AS NOTED CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 12 of 14 Skid 1 1/2" = 1' SCA L E BEAM COPING D E T A I L * 2 . B O T H E N D S O F T H I S B E A M A R E C O P E D , S E E B E A M C O P I N G D E T A I L 3 . S T R A P P I N G T O B E A T T A C H E D T O K I N G S T U D S O N O P E N I N G S M A R K E D 21' - 1 0 " 13'-10"2'4'-6" 12'-334" +1/4" -0" 2 ' 4'-6" 4 ' - 6 " 4 ' - 4 " 1 ' - 2 7 8 " 1'-1" 3 / 4 " X 6 " A N C H O R B O L T S ( 1 4 R E Q U I R E D ) 3 ' - 1 1 8 " 1 ' 1'-718"8" F L O O R P E N E T R A T I O N HOLD DOWN PLATE ANCHOR BOLT(SUPPLIED BY OTHERS)SKID BEAM7"4"2"2"PLATE TO BE1/4" THICKGRADE A36WITH 7/8" DIAHOLE FOUNDATION BUILDINGØ7/8" 3/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 13 of 14 Foundation P L A N V I E W THIS IS NOT A FOUNDATION DESIGN . F O U N D A T I O N D E S I G N M U S T B E C O M P L E T E D B Y A L I C E N S E D P R O F E S S I O N A L . NOT E S : 1. CO N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 2. FO U N D A T I O N M U S T S U P P O R T T H E F U L L W E I G H T O F T H E S H E L T E R . 3. U N L E S S O T H E R W I S E N O T E D , T H E S H E L T E R M U S T B E S U P P O R T E D A T A L L L I F T I N G L O C A T I O N S ( M I N I M U M ) . A D D I T I O N A L S U P P O R T M A Y B E R E Q U I R E D P E R P L A N . 4. SH E L T E R I S D E S I G N E D F O R A S L A B F O U N D A T I O N F O R N O N - S T R U C T U R A L R E A S O N S . I F A D I F F E R E N T D E S I G N I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 5. A N C H O R L O C A T I O N A N D Q U A N T I T Y A R E R E Q U I R E D P E R P L A N . I F A D I F F E R E N T L O C A T I O N O R Q U A N T I T Y I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 6. SH E L T E R A N C H O R I N G D E V I C E S M U S T B E E N T I R E L Y A B O V E G R A D E . 7. FO U N D A T I O N M U S T B E S Q U A R E T O W I T H I N + / - 1 / 4 ” . 8. FO U N D A T I O N S U P P O R T L O C A T I O N S M U S T B E L E V E L T O + / - 1 / 4 ” A N D F O U N D A T I O N M A Y N O T B E C R O W N E D B E T W E E N S U P P O R T L O C A T I O N S . 9. FO U N D A T I O N F O O T P R I N T P E R P L A N + / - 2 ” E A C H D I R E C T I O N U N L E S S O T H E R W I S E N O T E D . 1 1/2" = 1' SCALEANCHOR PLATE DETAIL DETAIL CDETAIL D D E T A I L B D E T A I L A PROTECT EXTERNAL FEATURES PROTECTEXTERNALFEATURESSEE INSTALLATIONINSTRUCTIONS DETAIL B& D FOR ALLOWABLEANGLEOF LIFTING SLING 6 " T O 8 " A B CD20°20° M A X I M U M A N G L E P A R A L L E L T O W A L L D O N O T E X C E E D 5 , * * , 1 *  1 2 7 ( 6  1 . T H E S H E L T E R M U S T B E L I F T E D O N L Y A T T H E I N D I C A T E D L I F T I N G P O I N T S . 2 . T H E S H E L T E R M U S T B E L I F T E D U S I N G A L L I N D I C A T E D L I F T I N G P O I N T S . 3 . T H E S H E L T E R M U S T B E L E V E L W H E N L I F T I N G . 4 . A N Y T E M P O R A R Y S T R U C T U R E M U S T R E M A I N I N P L A C E D U R I N G T H E L I F T I N G P R O C E S S . 5 . N O A D D I T I O N A L O N - S I T E E Q U I P M E N T M A Y B E A D D E D T O T H E S H E L T E R P R I O R T O L I F T I N G . 6 . T H E R M O B O N D L I F T I N G P O I N T D E V I C E S M U S T B E U S E D F O R L I F T I N G . I F O T H E R L I F T I N G D E V I C E S A R E R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 7 . M O D I F I C A T I O N O F L I F T I N G P O I N T D E V I C E S I S N O T P E R M I T T E D . 8 . I N S P E C T L I F T I N G P O I N T D E V I C E S F O R D A M A G E P R I O R T O L I F T I N G . D O N O T U S E D E V I C E S W I T H D A M A G E A N D C O N T A C T T H E R M O B O N D F O R R E P L A C E M E N T . 9 . R O U T E R I G G I N G A W A Y F R O M R O O F L I N E O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 0 . R O U T E R I G G I N G A W A Y F R O M E X T E R N A L E Q U I P M E N T A N D P R O T R U S I O N S O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 1 . D O N O T P L A C E T H E S H E L T E R O N U N E V E N O R U N S T A B L E S U R F A C E S . 1 2 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G S A F E T Y A N D Q U A L I T Y R E Q U I R E M E N T S A R E M E T . 1 3 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 1 4 . I N S P E C T S H E L T E R A N D E Q U I P M E N T F O R D A M A G E A F T E R P L A C E M E N T . LIFTING P O I N T D E V I C E S W I L L B E P R O V I D E D A S N O T E D B E L O W . A L L O T H E R RIGGIN G E Q U I P M E N T A N D P L A N I S T H E R E S P O N S I B I L I T Y O F T H E R I G G I N G C O N T R A C T O R . L I F T I N G P I P E S P R O V I D E D B Y T H E R M O B O N D 5 ° M A X I M U M A N G L E P E R P E N D I C U L A R T O W A L L D O N O T E X C E E D 1/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 8/9/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534A SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 14 of 14 Lifting Detail PARKS SHOP - MANUFACTURER DRAWINGS WideOpenNetworks BUILDING EXTERIOROZARKGREYOTHER 3 5 2 - ( & 7 & , 7 <  2 )  5 ( ; % 8 5 * - 2 %  1 2          %   6 , 7 (  1 $ 0 ( 3 $ 5 . 6  6 + 2 3 5 ( ; % 8 5 *   , ' 6 , = (   :   2 '  ;    /   2 '  ;   +   , ' R E V I S I O N N U M B E R : L A S T R E V I S E D :         F O R S I G N A T U R E O R S T A M P E D A P P R O V A L : S P E C I A L C O N D I T I O N S / L I M I T A T I O N S : x T H E V E N T I L A T I O N O F T H E R O O F C A V I T Y S H A L L B E I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F T H E L O C A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . x P E R I F C S E C T I O N 6 0 8 . 6 . 3 : I F B A T T E R I E S W I T H A N E L E C T R O L Y T E C A P A C I T Y O F M O R E T H A N 5 0 G A L L O N S A R E T O B E I N S T A L L E D W I T H I N T H I S B U I L D I N G , O N E O F T H E F O L L O W I N G A L T E R N A T I V E S M U S T A L S O B E I N S T A L L E D : 1 . A N E X H A U S T F A N W I T H A H Y D R O G E N L I M I T S W I T C H S O T H A T T O L I M I T T H E H Y D R O G E N T O 1 % O F T H E T O T A L V O L U M E O F T H E R O O M ; O R 2 . C O N T I N U O U S V E N T I L A T I O N S H A L L B E P R O V I D E D A T A R A T E N O T L E S S T H A N 1 C U B I C F O O T P E R M I N U T E P E R S Q U A R E F O O T O F F L O O R A R E A O F R O O M . x T H I S B U I L D I N G W I L L N O T B E L O C A T E D I N A F L O O D P L A I N . NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 1 of 14 Drawing Index USAGE_________________CONSTRUCTION TYPE___OCCUPANCY GROUP____STORIES________________BASIC WIND SPEED_____FLOOR LOAD___________ROOF LOAD____________FLOOR AREA___________BUILDING HEIGHT______SEISMIC DESIGN________WIND EXPOSURE_______________UNMANNED SHELTER_______________________VB________________________U___________________________1________100 MPH 3 SEC GUST_______________________208 PSF__________________________70 PSF___________________175 SQ.FT.______________________11'-2"______________________CAT D________________________CAT C CODES: 2018 INTERNATIONAL BUILDIN G C O D E ( I B C ) 2018 INTERNATIONAL MECHA N I C A L C O D E ( I M C ) 2018 INTERNATIONAL ENERGY C O N S E R V A T I O N C O D E ( I E C C ) 2018 NATIONAL ELECTRICAL C O D E ( N E C ) NOTES:AGENCY LABEL AND DATA PLATE TO B E P L A C E D O N A P L A T E L O C A T E D O N T H E I N S I D E LEFT OR RIGHT OF THE DOOR. STATE I N S I G N I A T O B E L O C A T E D O N O U T S I D E O F D O O R ABOVE PASSAGE.DRAWING TITLEDRAWING INDEX___________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS & NOTES SHEET__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BILL OF MATERIALS________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INTERIOR LAYOUTS_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLOOR & CEILING LAYOUT__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION VIEWS__________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOOR DETAIL______________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELECTRICAL PANEL_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNER CONSTRUCTION DE T A I L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF CONSTRUCTION DETAI L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTENER SCHEDULE_______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING SKID ASSEMBLY__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING FOUNDATION ASS E M B L Y _ _ _ _ _ _ _ _ _ _ _ _ _ LIFTING DETAIL____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D R A W I N G N U M B E R T B B 1 5 7 4 P A G E 1 O F 1 4 T B B 1 5 7 4 P A G E 2 O F 1 4 T B B 1 5 7 4 P A G E 3 O F 1 4 T B B 1 5 7 4 P A G E 4 O F 1 4 T B B 1 5 7 4 P A G E 5 O F 1 4 T B B 1 5 7 4 P A G E 6 O F 1 4 T B B 1 5 7 4 P A G E 7 O F 1 4 T B B 1 5 7 4 P A G E 8 O F 1 4 T B B 1 5 7 4 P A G E 9 O F 1 4 T B B 1 5 7 4 P A G E 1 0 O F 1 4 T B B 1 5 7 4 P A G E 1 1 O F 1 4 T B B 1 5 7 4 P A G E 1 2 O F 1 4 T B B 1 5 7 4 P A G E 1 3 O F 1 4 T B B 1 5 7 4 P A G E 1 4 O F 1 4 1. HOLD DOWN PLATES, WASHERS, AND NUTS(14) 699-982-BRNZ HOLD DOWN PLATE(14) 299-0007 HEX NUT(14) 299-0016 FLAT WASHER(14) 299-0018 LOCK WASHER ,7(066+,33('/226(&216758&7,21127(6DATEDRAFTERREVISION5(9,6,21/2*3. ON 16" CENTERS3. WALLS TO HAVE 2X4 STUDS7. ROOF TO BE FR DECK PANEL A 6. ROOF TO HAVE R-38 SPRAY IN FOAM INSULATION APPLIED TO UNDERS I D E O F F R D E C K P A N E L A 5. ON 12" CENTERS5. ROOF TO HAVE 2X12 JOISTS10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON A L L R O O F R I M J O I S T S A N D WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO B E F A S T E N E D W I T H 1 1/2" X .100 KNURLED MG NAILS.2. FLOOR TO HAVE R-21 FIBERGLASS INSULATION ( / ( & 7 5 , & $ /  1 2 7 ( 6 , 1 7 ( * 5 $ 7 , 2 1  1 2 7 ( 6 1 0 . E L E C T R I C A L C O N D U I T C O U P L E R S W I L L B E S T A N D A R D S C R E W T Y P E F I T T I N G S . 1 . C A B L E L A D D E R T O B E M O U N T E D A T 7 ' - 2 " A . F . F . 2 . N O G R O U N D I N G / B O N D I N G T O B E I N S T A L L E D . 3 . N O G R O U N D P E N E T R A T I O N T O B E I N S T A L L E D . G R O U N D W I L L C O M E U P T H R O U G H F L O O R E N T R A N C E . 1 . A L L W I R I N G S H A L L B E I N A C C O R D A N C E W I T H T H E 2 0 1 8 N A T I O N A L E L E C T R I C C O D E . 2 . A L L E L E C T R I C A L M A T E R I A L S S H A L L B E U . L . L I S T E D A N D C L A S S I F I E D A S S U I T A B L E F O R T H E P U R P O S E S P E C I F I E D . 3 . A L L W I R I N G S H A L L B E S U R F A C E M O U N T E D I N A R A C E W A Y O R E M T C O N D U I T U S I N G A P P R O V E D C O N N E C T O R S , C O U P L I N G S , A N D C L A M P S , A L L C O N D U I T S H A L L B E A N C H O R E D I N P L A C E A T A P P R O X I M A T E L Y E V E R Y 4 F T O N C O N D U I T R U N S . A N C H O R E D I N P L A C E 3 ' F R O M E V E R Y E L E C T R I C A L B O X . 4 . A L L W I R I N G S H A L L B E S T R A N D E D C O N D U C T O R . 5 . A L L W I R E R U N S S H A L L B E C O N T I N U O U S . 6 . L O W V O L T A G E W I R E M A Y B E S T R A N D E D . 7 . A L L W I R I N G S H A L L B E T E S T E D A N D I N S P E C T E D P R I O R T O S H I P M E N T . 8 . G R E E N G R O U N D C O N D U C T O R S S H A L L B E R U N T O A L L O F T H E B U I L D I N G S A / C P O W E R E D D E V I C E S . C O N D U I T S H A L L N O T B E U S E D A S T H E S O L E S O U R C E O F G R O U N D . 9 . A L L A L A R M D E V I C E S W I R I N G S H A L L B E R U N I N I T S O W N C O N D U I T T O T H E A L A R M C A B I N E T . 1 1 . M I N I M U M E M T C O N D U I T S I Z E S H A L L B E T R A D E S I Z E 1 6 ( 1 / 2 " ) 1. ON 12" CENTERS1. FLOOR TO HAVE 2X6 JOISTS8. PERIMETER SKID TO BE PAINTED WITH DARK BRONZE RUST PREVENT A T I V E P A I N T 9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR 4. WALLS TO HAVE R-15 FIBERGLASS INSULATION4. WITH R-5 RIGID FOAM NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 2 of 14 Revisions & Notes HYDRAULIC CLOSER099-0861HYDRAULIC CLOSER HO L D O P E N 099-0892900-186A/R12.12" CABLE LADDER RAC K CLR-12-2 17.20" MASTER GROUND BA R 915-054GBI14420TBI4', 2 BULB LED LIGHT FIX T U R E , 3 6 W 500-05769.3.LIGHT SWITCH, SINGLE500-10310.500-085EXTERIOR LED LIGHT WI T H P H O T O C E L L BARD HVAC THERMOST A T MC4002-A100-00845.4.200A. 120/240V. SINGLE P H A S E , 4 0 P O S I T I O N QO140M200200-152DISTRIBUTION PANEL W/ 2 0 0 A . M A I N B R E A K E R 4" WIRE RACEWAYA/RA/R13.BILL OF MATERIALSDESCRIPTI O N MFG PART #TBB PART #QTY.NO.METAL WALL FILE001-2048114.3' X 7' STEEL INSULATED D O O R A N D F R A M E W / B A K E D ON ENAMEL PAINT W/S.S . B A L L B E A R I N G H I N G E S W / NON REMOVABLE PINS, L E F T H A N D R E V E R S E W / TELL099-083411.LEVER PASSAGE & DEA D B O L T , A D J U S T A B L E F R A M E GFI RECEPTACLE 20A. W/ W E A T H E R P R O O F C O V E R 800-1002.DUPLEX RECEPTACLES 2 0 A . 800-10111.200A. SINGLE PHASE MAI N D I S C O N N E C T I N T E R I O R Q22200NS200-171115.1 111118BARD 2 TON AC W/5KW H E A T , 1 1 E E R W24AB-A05BPXXXJ899-7076.2UNISTRUT, 1 5/8" X 1 5/8" X 1 6 " 915-211-GRY217.TWISTLOCK RECEPTACL E S 2 0 A . L5-20800-1068.2FLOOR INSERT, A=8", B=1 2 " , C = 1 3 " 102-0072116. NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 3 of 14 Bill of Materials BARD W A L L " A " WALL "D" W A L L " C " W A L L " B " 1 8 ' - 1 1 3 / 4 " 9'-0 1/4" 10'-11 3/4" SUPPLYRETURN 1 3 1 4 SUPPLYRETURN5 664'2'2'4' 8 ' - 1 " 1 ' - 4 " 4 1 5 6' 1'-6" 3 ' - 9 " 7 1 1 1 1 1 1 1'-6" 4 ' 6 ' 4' TYP. 1 1 1 1 1 1 11 9 1 6 9 9 9 1 7 1 7 8 1 3 8 3 ' 9 ' - 5 " 11 N O T E S : 1 . A L L C O N D U I T S H O W N I S A P P R O X I M A T E A N D M A Y N O T R E F L E C T A C T U A L R U N S I N B U I L D I N G 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 4 of 14 Interior Layout 16 W A L L " B " WALL "A"WALL "C"WALL "D"FLOOR LAYOUT 2 ' - 2 " 2" 1717 W A L L " B " WALL "A"WALL "C"WALL "D"CABLE LADDER LAYOUT 5'-5 7/8" 6'6'6' 9 9 9 9 8 1 3 8 W A L L " B " W A L L " A " W A L L " C " W A L L " D " E L E C T R I C A L L A Y O U T 4'-6" 3 ' 2 ' - 4 " NOTES:1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 5 of 14 Floor & Ceiling Layout WALL "B" W A L L " A " W A L L " C " WALL "D" 2 " E L E C T R I C A L E N T R A N C E METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L BARD 1 1 0 BARD 662 6 6 3/16" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 6 of 14 Elevation Views HEAVY DUTYHOLD OPENHOLDBACK BALL BEARING HINGESWITH NON REMOVABLE PINSPASSAGEDEADBOLT3'1/2"7'134"BALL BEARING HINGESWITH NON REMOVABLE PINS NO T E S : x D O O R F R A M E 1 6 G A U G E P R I M E D A N D P A I N T E D S T E E L . x D O O R S L A B 1 8 G A U G E P R I M E D A N D P A I N T E D S T E E L . x W E A T H E R S T R I P P I N G A R O U N D D O O R O P E N I N G . x T H R E S H O L D B E L O W D O O R . x D R I P C A P A B O V E D O O R F R A M E . x P A S S A G E A N D D E A D B O L T . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 7 of 14 Door Detail 13579111315171921353937333129272523 DESCRIPTIONQTY.UNITV.A.AB PHASETRIPPOLESWIRE SIZEA.I.C.LOAD L O A D P E R P H A S E PANEL CIRCUIT ( V A ) ANDLOAD PER PHASE LOAD SCHEDULE(VA)41 3 4 3 8 4 0 3 6 3 0 3 2 2 8 P H A S E V . A . QTY. 2 0 2 4 2 6 2 2 1 6 1 8 1 4 6 1 0 1 2 8 4 2 A B L O A D D E S C R I P T I O N U N I T WIRE SIZE A.I.C. POLES TRIP L O C A T I O N : D E S I G N A T I O N : S E R V I C E : S / N S/G 4 2 2 0 0 LIGHTS410k121203620144 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 2 1 0 k 2 5 9 2 2 T O N B A R D H V A C 5 1 8 4 2 5 9 2 3 0 1 0 3 0 1210k 25922 TON BARD HVAC51842592301030 S U B T O T A L M A N U F A C T U R E R : C A T A L O G N U M B E R S : T O T A L K V A P H A S E A T O T A L K V A P H A S E B T O T A L A M P S P H A S E A T O T A L A M P S P H A S E B C O N T I N U O U S N O E Q U A L : A P P R O V E D E Q U A L : F L U S H S U R F A C E M O U N T I N G : SUBTOTALVOLTAGE:NEUTRAL:MAIN BREAKER:MAIN LUGS:MAINS:TOPBOTTOM MAIN COPPER BUS:CYCLE:PHASE:WIRES:TRIP:A/C: 6 . 1 6 . 1 5 0 . 5 5 0 . 7 3 3 1 2 3 3 1 2 27722748 X Q O 1 4 0 M 2 0 0 200 AMP200 AMP 200 AMP FRAME S Q U A R E D X X 360122 KA S Q U A R E D S Q U A R E D 120/240V. 2 " E M T ( 2 ) 3 / 0 W I R E ( 1 ) # 6 W I R E W I R I N G S C H E M A T I C U T I L I T Y M A I N B R E A K E R W / B O N D I N G B U S H I N G M A I N P A N E L NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 8 of 14 Electrical Panel 10kGFI1121201801802010kEXTERIOR LIGHT112120121220 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 COVEINTERIOR WALL AND CEILINGTO BE FINISHED WITH 3/4"PRE-FINISHED FRP/OSB BOARDFRP IS RATED FIRE CLASS C 1 / 4 " A G G R E G A T E P A N E L M E T A L R O O F E D G E 23/32" FR DECK PANEL 4 5 M I L R E I N F O R C E D M U L E H I D E W H I T E T P O R O O F I N G M E M B R A N E F U L L Y A D H E R E D W I T H A Q U A B A S E 1 2 0 B O N D I N G A D H E S I V E T O F R D E C K P A N E L H O U S E W R A P D O U B L E T O P P L A T E S 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L T O P P L A T E T O W A L L S T U D R O O F F A S T E N E D T O W A L L R - 5 R I G I D F O A M 2 X 12'S @ 12" O.C.TAPERED TO FORM ROOF PITCHR-38 SPRAY-IN FOAM APPLIED TOUNDERSIDE OF FR DECK PANEL I N T E R I O R W A L L S T O B E F I N I S H E D W I T H 3 / 4 " P R E - F I N I S H E D F R P / O S B B O A R D F R P I S R A T E D F I R E C L A S S C C O V E R - 5 R I G I D F O A M H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L W A L L S F A S T E N E D I N C O R N E R S @ 1 6 O . C . 2 X 4 ' s R - 1 5 F I B E R G L A S S R - 1 5 F I B E R - G L A S S R - 1 5 F I B E R - G L A S S 1 / 4 " A G G R E G A T E P A N E L P V C C O R N E R P I E C E P V C T R I M S T R I P 1 / 4 " G A P B E T W E E N A G G R E G A T E P A N E L S W A L L F A S T E N E D T O F L O O R 3 / 4 " T & G S T U R D - I - F L O O R B O T T O M O F W A L L S E A L E D W I T H C O N S T R U C T I O N A D H E S I V E S E A L A N T R - 5 R I G I D F O A M 6 " X # 9 B E A M 3 / 8 " x 4 " L A G B O L T @ 1 2 " O . C . 1/8" COMMERCIAL GRADE TILE4" BASEBOARD INTERIOR OF WALL TO BEFINISHED WITH PRE-FINISHEDFRP/OSB BOARDFRP IS RATED FIRE CLASS C2 X 6's @12" O.C. H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L BOTTOM OF FLOOR IS 3/4" CDX PLYWOODSEALING WITH AN ASPHALT UNDERCOATINGAND A 18 X 16 X .011 WIRE MESH FOR RODENTPROTECTION 1 / 4 " A G G R E G A T E P A N E L R-21 FIBERGLASS INSULATION G A L V . " L " F L A S H I N G W R A P B O T T O M O F E X T E R I O R S H E A T H I N G W I T H H O U S E W R A P 6 " U P E A C H S I D E WALL TO FLOOR DETAIL WALL TO ROOF DETAIL W A L L C O R N E R D E T A I L C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . I N S U L A T I O N R E Q U I R E M E N T N O T E S : 1 . R I G I D F O A M B O A R D T O B E O W E N S - C O R N I N G F O A M U L A R 1 5 0 W I T H T H E F O L L O W I N G R V A L U E S ( P E R I C C - E S R 1 0 6 1 ) : R - 3 - 1 / 2 " T H I C K R - 5 - 1 " T H I C K R - 7 . 5 - 1 1 / 2 " T H I C K S E E F A S T E N E R S C H E D U L E SPRAY-IN FOAM REQUIREMENT NOTES:1. SPRAY-IN FOAM TO BE BASF SPRAYTITE 178 APPLIED AT THE FOLLOWING THICKNESS (PER ICC-ESR 2642):R-213-1/2" THICKR-254" THICKR-305" THICKR-356" THICKR-386" THICK NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 9 of 14 Corner Construction 1114" 714" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G , Q T Y 2 ( E A C H E N D O F T R U S S ) T A P E R E D 23/32" FR DECK PANELNAILED TO JOIST S P A C E D 1 2 " O . C . 2 X 1 2 R O O F J O I S T I N T E R I O R P R E - F I N I S H F R P / O S B T O F A S T E N E D T O J O I S T 23/32" FR DECK PANELNAILED TO JOISTDOUBLE TOP PLATE S P A C E D 1 2 " O . C . 1/2" - 12" PITCH 2 X 1 2 R O O F J O I S T R O O F S T R U C T U R E S I D E D E T A I L R O O F S T R U C T U R E E N D D E T A I L N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 10 of 14 Roof Construction SPAN RATINGS FOR CONSTRUCTION MATERIALS:FLOOR 23/32" T&G: 24 OCWALL 15/32" OSB: 32/16ROOF 23/32" PLYWOOD: 48/24 NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 11 of 14 Fastener Schedule F A S T E N E R S C H E D U L E C H A R T ITEM S I Z E T Y P E S P A C I N G T O L E R A N C E M I N I M U M T B B P A R T # INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK8D 15 G A X 2 1 / 2 " F I N I S H N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 3 ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 SHEATHING TO RIM JOIST8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " O N C E N T E R + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 6 CORNER WALL TO WALL3/ 8 " X 6 " L A G 3 / 4 " F R O M O U T E R E D G E , 2 4 " O C I N F I E L D + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 FLOOR TO SKID3/ 8 " X 4 " L A G 1 2 " O C S T A G G E R E D V A R I E S 2 9 9 - 0 2 8 4 WALL TO FLOOR3/ 8 " X 4 " L A G 2 " F R O M F L U S H O U T E R E D G E , E V E R Y 2 4 " + / - 3 / 4 " V A R I E S 2 9 9 - 0 2 8 4 ROOF TO WALL3/ 8 " X 6 " L A G 1 2 " O C + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 TOP PLATE TO STUD 2X4.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 STUD TO SOLE PLATE.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 DOUBLE TOP PLATES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C T Y P I C A L F A C E N A I L + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 TOP PLATES LAP & INTERSECTIONS.1 3 1 X 3 " C O M M O N N A I L 2 F A C E N A I L E D 2 2 9 9 - 0 0 0 2 CONTINUOUS HEADER, TWO PIECES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C A L O N G E D G E + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 CONTINUOUS HEADER TO STUD.1 3 1 X 3 " C O M M O N N A I L 4 E N D N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 6.1 3 1 X 3 " C O M M O N N A I L 3 F A C E N A I L E D 3 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 8.1 3 1 X 3 " C O M M O N N A I L 4 F A C E N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 10.1 3 1 X 3 " C O M M O N N A I L 5 F A C E N A I L E D 5 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 12.1 3 1 X 3 " C O M M O N N A I L 6 F A C E N A I L E D 6 2 9 9 - 0 0 0 2 FR DECK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 END WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 SIDE WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 ROOF FACE TO ROOF BASE# 8 X 3 / 4 " T E K S C R E W 1 2 " O . C . V A R I E S 2 9 9 - 0 0 1 3 EXTERIOR AGGREGATE PANEL WITH NO RIGIDINSULATION# 1 0 X 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 8 EXTERIOR AGGREGATE PANEL WITH R3 OR R5 RIGIDINSULATION#10 X 2 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 9 EXTERIOR AGGREGATE PANEL WITH R7.5 RIGIDINSULATION#10 X 3 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 4 5 10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION 8'-1"16'-1"1'-6"19'-8 1 / 4 " 11'-8 1/4" 5'-8 1/8"2'-9 1/8"18'-2 1/4"12'-1"4'-1" 1 * 31*1*2 2 1*1*1*332'-5 1/8"2'-7"2'-5 1/8" A A B B 1 " T Y P 1'-2 1/2" TYP 1 ' T Y P 32'-7"8'-7 1/4"10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION10 1/2" X 1 1/2" 18 GAUGESTRAPPING LOCATION33/16"3/16"TYP.1 123/16"3/16"TYP.1/4"1/4"2 " 3 / 8 " x 4 5 ° C H A M F E R L I S T O F M A T E R I A L N O . Q T Y . D E S C R I P T I O N 1 . 7 2 . 1 6 3 . B E A M S U P P O R T ( W 6 X 9 # ) G R A D E 5 0 G R A D E A 9 9 2 W E I G H T 1 0 6 6 . 3 # 2 1 7 7 . 2 # 1 2 7 . 9 # A 3 6 A N G L E , S U P P O R T ( 2 X 2 X 1 / 4 ) P I P E S U P P O R T ( 3 " N O M . S C H 4 0 ) 1 3 7 1 . 4 # T O T A L B L A C K S T E E L W E I G H T A 5 0 0 B N O T E S : U N L E S S O T H E R W I S E S P E C I F I E D A L L D I M E N S I O N S S H O W N O N T H I S D R A W I N G S H A L L H A V E T H E F O L L O W I N G T O L E R A N C E : F R A C T I O N A N G L E W E L D E D A S S E M B L Y T O P V I E W 1 1/2" = 1' SCALESECTION "B-B" 3 / 8 " = 1 ' S C A L E 1 1/2" = 1' SCALESECTION "A-A" 1 . F I N I S H : P A I N T E D W I T H B R O N Z E R U S T P R E V E N T A T I V E P A I N T . AS NOTED CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 12 of 14 Skid 1 1/2" = 1' SCA L E BEAM COPING D E T A I L * 2 . B O T H E N D S O F T H I S B E A M A R E C O P E D , S E E B E A M C O P I N G D E T A I L 3 . S T R A P P I N G T O B E A T T A C H E D T O K I N G S T U D S O N O P E N I N G S M A R K E D 21' - 1 0 " 13'-10"2'4'-6" 12'-334" +1/4" -0" 2 ' 4'-6" 4 ' - 6 " 4 ' - 4 " 1 ' - 2 7 8 " 1'-1" 3 / 4 " X 6 " A N C H O R B O L T S ( 1 4 R E Q U I R E D ) 3 ' - 1 1 8 " 1 ' 1'-718"8" F L O O R P E N E T R A T I O N HOLD DOWN PLATE ANCHOR BOLT(SUPPLIED BY OTHERS)SKID BEAM7"4"2"2"PLATE TO BE1/4" THICKGRADE A36WITH 7/8" DIAHOLE FOUNDATION BUILDINGØ7/8" 3/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 13 of 14 Foundation P L A N V I E W THIS IS NOT A FOUNDATION DESIGN . F O U N D A T I O N D E S I G N M U S T B E C O M P L E T E D B Y A L I C E N S E D P R O F E S S I O N A L . NOT E S : 1. CO N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 2. FO U N D A T I O N M U S T S U P P O R T T H E F U L L W E I G H T O F T H E S H E L T E R . 3. U N L E S S O T H E R W I S E N O T E D , T H E S H E L T E R M U S T B E S U P P O R T E D A T A L L L I F T I N G L O C A T I O N S ( M I N I M U M ) . A D D I T I O N A L S U P P O R T M A Y B E R E Q U I R E D P E R P L A N . 4. SH E L T E R I S D E S I G N E D F O R A S L A B F O U N D A T I O N F O R N O N - S T R U C T U R A L R E A S O N S . I F A D I F F E R E N T D E S I G N I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 5. A N C H O R L O C A T I O N A N D Q U A N T I T Y A R E R E Q U I R E D P E R P L A N . I F A D I F F E R E N T L O C A T I O N O R Q U A N T I T Y I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 6. SH E L T E R A N C H O R I N G D E V I C E S M U S T B E E N T I R E L Y A B O V E G R A D E . 7. FO U N D A T I O N M U S T B E S Q U A R E T O W I T H I N + / - 1 / 4 ” . 8. FO U N D A T I O N S U P P O R T L O C A T I O N S M U S T B E L E V E L T O + / - 1 / 4 ” A N D F O U N D A T I O N M A Y N O T B E C R O W N E D B E T W E E N S U P P O R T L O C A T I O N S . 9. FO U N D A T I O N F O O T P R I N T P E R P L A N + / - 2 ” E A C H D I R E C T I O N U N L E S S O T H E R W I S E N O T E D . 1 1/2" = 1' SCALEANCHOR PLATE DETAIL DETAIL CDETAIL D D E T A I L B D E T A I L A PROTECT EXTERNAL FEATURES PROTECTEXTERNALFEATURESSEE INSTALLATIONINSTRUCTIONS DETAIL B& D FOR ALLOWABLEANGLEOF LIFTING SLING 6 " T O 8 " A B CD20°20° M A X I M U M A N G L E P A R A L L E L T O W A L L D O N O T E X C E E D 5 , * * , 1 *  1 2 7 ( 6  1 . T H E S H E L T E R M U S T B E L I F T E D O N L Y A T T H E I N D I C A T E D L I F T I N G P O I N T S . 2 . T H E S H E L T E R M U S T B E L I F T E D U S I N G A L L I N D I C A T E D L I F T I N G P O I N T S . 3 . T H E S H E L T E R M U S T B E L E V E L W H E N L I F T I N G . 4 . A N Y T E M P O R A R Y S T R U C T U R E M U S T R E M A I N I N P L A C E D U R I N G T H E L I F T I N G P R O C E S S . 5 . N O A D D I T I O N A L O N - S I T E E Q U I P M E N T M A Y B E A D D E D T O T H E S H E L T E R P R I O R T O L I F T I N G . 6 . T H E R M O B O N D L I F T I N G P O I N T D E V I C E S M U S T B E U S E D F O R L I F T I N G . I F O T H E R L I F T I N G D E V I C E S A R E R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 7 . M O D I F I C A T I O N O F L I F T I N G P O I N T D E V I C E S I S N O T P E R M I T T E D . 8 . I N S P E C T L I F T I N G P O I N T D E V I C E S F O R D A M A G E P R I O R T O L I F T I N G . D O N O T U S E D E V I C E S W I T H D A M A G E A N D C O N T A C T T H E R M O B O N D F O R R E P L A C E M E N T . 9 . R O U T E R I G G I N G A W A Y F R O M R O O F L I N E O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 0 . R O U T E R I G G I N G A W A Y F R O M E X T E R N A L E Q U I P M E N T A N D P R O T R U S I O N S O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 1 . D O N O T P L A C E T H E S H E L T E R O N U N E V E N O R U N S T A B L E S U R F A C E S . 1 2 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G S A F E T Y A N D Q U A L I T Y R E Q U I R E M E N T S A R E M E T . 1 3 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 1 4 . I N S P E C T S H E L T E R A N D E Q U I P M E N T F O R D A M A G E A F T E R P L A C E M E N T . LIFTING P O I N T D E V I C E S W I L L B E P R O V I D E D A S N O T E D B E L O W . A L L O T H E R RIGGIN G E Q U I P M E N T A N D P L A N I S T H E R E S P O N S I B I L I T Y O F T H E R I G G I N G C O N T R A C T O R . L I F T I N G P I P E S P R O V I D E D B Y T H E R M O B O N D 5 ° M A X I M U M A N G L E P E R P E N D I C U L A R T O W A L L D O N O T E X C E E D 1/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-2 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 14 of 14 Lifting Detail WELL ONE - MANUFACTURER DRAWINGS WideOpenNetworks BUILDING EXTERIOROZARKGREYOTHER 3 5 2 - ( & 7 & , 7 <  2 )  5 ( ; % 8 5 * - 2 %  1 2          %   6 , 7 (  1 $ 0 ( : ( / /  2 1 ( 5 ( ; % 8 5 *   , ' 6 , = (   :   2 '  ;    /   2 '  ;   +   , ' R E V I S I O N N U M B E R : L A S T R E V I S E D :         F O R S I G N A T U R E O R S T A M P E D A P P R O V A L : S P E C I A L C O N D I T I O N S / L I M I T A T I O N S : x T H E V E N T I L A T I O N O F T H E R O O F C A V I T Y S H A L L B E I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F T H E L O C A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . x P E R I F C S E C T I O N 6 0 8 . 6 . 3 : I F B A T T E R I E S W I T H A N E L E C T R O L Y T E C A P A C I T Y O F M O R E T H A N 5 0 G A L L O N S A R E T O B E I N S T A L L E D W I T H I N T H I S B U I L D I N G , O N E O F T H E F O L L O W I N G A L T E R N A T I V E S M U S T A L S O B E I N S T A L L E D : 1 . A N E X H A U S T F A N W I T H A H Y D R O G E N L I M I T S W I T C H S O T H A T T O L I M I T T H E H Y D R O G E N T O 1 % O F T H E T O T A L V O L U M E O F T H E R O O M ; O R 2 . C O N T I N U O U S V E N T I L A T I O N S H A L L B E P R O V I D E D A T A R A T E N O T L E S S T H A N 1 C U B I C F O O T P E R M I N U T E P E R S Q U A R E F O O T O F F L O O R A R E A O F R O O M . x T H I S B U I L D I N G W I L L N O T B E L O C A T E D I N A F L O O D P L A I N . NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 1 of 14 Drawing Index USAGE_________________CONSTRUCTION TYPE___OCCUPANCY GROUP____STORIES________________BASIC WIND SPEED_____FLOOR LOAD___________ROOF LOAD____________FLOOR AREA___________BUILDING HEIGHT______SEISMIC DESIGN________WIND EXPOSURE_______________UNMANNED SHELTER_______________________VB________________________U___________________________1________100 MPH 3 SEC GUST_______________________208 PSF__________________________70 PSF___________________175 SQ.FT.______________________11'-2"______________________CAT D________________________CAT C CODES: 2018 INTERNATIONAL BUILDIN G C O D E ( I B C ) 2018 INTERNATIONAL MECHA N I C A L C O D E ( I M C ) 2018 INTERNATIONAL ENERGY C O N S E R V A T I O N C O D E ( I E C C ) 2018 NATIONAL ELECTRICAL C O D E ( N E C ) NOTES:AGENCY LABEL AND DATA PLATE TO B E P L A C E D O N A P L A T E L O C A T E D O N T H E I N S I D E LEFT OR RIGHT OF THE DOOR. STATE I N S I G N I A T O B E L O C A T E D O N O U T S I D E O F D O O R ABOVE PASSAGE.DRAWING TITLEDRAWING INDEX___________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS & NOTES SHEET__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BILL OF MATERIALS________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INTERIOR LAYOUTS_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLOOR & CEILING LAYOUT__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION VIEWS__________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOOR DETAIL______________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELECTRICAL PANEL_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNER CONSTRUCTION DE T A I L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF CONSTRUCTION DETAI L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTENER SCHEDULE_______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING SKID ASSEMBLY__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING FOUNDATION ASS E M B L Y _ _ _ _ _ _ _ _ _ _ _ _ _ LIFTING DETAIL____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D R A W I N G N U M B E R T B B 1 5 7 4 P A G E 1 O F 1 4 T B B 1 5 7 4 P A G E 2 O F 1 4 T B B 1 5 7 4 P A G E 3 O F 1 4 T B B 1 5 7 4 P A G E 4 O F 1 4 T B B 1 5 7 4 P A G E 5 O F 1 4 T B B 1 5 7 4 P A G E 6 O F 1 4 T B B 1 5 7 4 P A G E 7 O F 1 4 T B B 1 5 7 4 P A G E 8 O F 1 4 T B B 1 5 7 4 P A G E 9 O F 1 4 T B B 1 5 7 4 P A G E 1 0 O F 1 4 T B B 1 5 7 4 P A G E 1 1 O F 1 4 T B B 1 5 7 4 P A G E 1 2 O F 1 4 T B B 1 5 7 4 P A G E 1 3 O F 1 4 T B B 1 5 7 4 P A G E 1 4 O F 1 4 1. HOLD DOWN PLATES, WASHERS, AND NUTS(14) 699-982-BRNZ HOLD DOWN PLATE(14) 299-0007 HEX NUT(14) 299-0016 FLAT WASHER(14) 299-0018 LOCK WASHER ,7(066+,33('/226(&216758&7,21127(6DATEDRAFTERREVISION5(9,6,21/2*3. ON 16" CENTERS3. WALLS TO HAVE 2X4 STUDS7. ROOF TO BE FR DECK PANEL A 6. ROOF TO HAVE R-38 SPRAY IN FOAM INSULATION APPLIED TO UNDERS I D E O F F R D E C K P A N E L A 5. ON 12" CENTERS5. ROOF TO HAVE 2X12 JOISTS10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON A L L R O O F R I M J O I S T S A N D WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO B E F A S T E N E D W I T H 1 1/2" X .100 KNURLED MG NAILS.2. FLOOR TO HAVE R-21 FIBERGLASS INSULATION ( / ( & 7 5 , & $ /  1 2 7 ( 6 , 1 7 ( * 5 $ 7 , 2 1  1 2 7 ( 6 1 0 . E L E C T R I C A L C O N D U I T C O U P L E R S W I L L B E S T A N D A R D S C R E W T Y P E F I T T I N G S . 1 . C A B L E L A D D E R T O B E M O U N T E D A T 7 ' - 2 " A . F . F . 2 . N O G R O U N D I N G / B O N D I N G T O B E I N S T A L L E D . 3 . N O G R O U N D P E N E T R A T I O N T O B E I N S T A L L E D . G R O U N D W I L L C O M E U P T H R O U G H F L O O R E N T R A N C E . 1 . A L L W I R I N G S H A L L B E I N A C C O R D A N C E W I T H T H E 2 0 1 8 N A T I O N A L E L E C T R I C C O D E . 2 . A L L E L E C T R I C A L M A T E R I A L S S H A L L B E U . L . L I S T E D A N D C L A S S I F I E D A S S U I T A B L E F O R T H E P U R P O S E S P E C I F I E D . 3 . A L L W I R I N G S H A L L B E S U R F A C E M O U N T E D I N A R A C E W A Y O R E M T C O N D U I T U S I N G A P P R O V E D C O N N E C T O R S , C O U P L I N G S , A N D C L A M P S , A L L C O N D U I T S H A L L B E A N C H O R E D I N P L A C E A T A P P R O X I M A T E L Y E V E R Y 4 F T O N C O N D U I T R U N S . A N C H O R E D I N P L A C E 3 ' F R O M E V E R Y E L E C T R I C A L B O X . 4 . A L L W I R I N G S H A L L B E S T R A N D E D C O N D U C T O R . 5 . A L L W I R E R U N S S H A L L B E C O N T I N U O U S . 6 . L O W V O L T A G E W I R E M A Y B E S T R A N D E D . 7 . A L L W I R I N G S H A L L B E T E S T E D A N D I N S P E C T E D P R I O R T O S H I P M E N T . 8 . G R E E N G R O U N D C O N D U C T O R S S H A L L B E R U N T O A L L O F T H E B U I L D I N G S A / C P O W E R E D D E V I C E S . C O N D U I T S H A L L N O T B E U S E D A S T H E S O L E S O U R C E O F G R O U N D . 9 . A L L A L A R M D E V I C E S W I R I N G S H A L L B E R U N I N I T S O W N C O N D U I T T O T H E A L A R M C A B I N E T . 1 1 . M I N I M U M E M T C O N D U I T S I Z E S H A L L B E T R A D E S I Z E 1 6 ( 1 / 2 " ) 1. ON 12" CENTERS1. FLOOR TO HAVE 2X6 JOISTS8. PERIMETER SKID TO BE PAINTED WITH DARK BRONZE RUST PREVENT A T I V E P A I N T 9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR 4. WALLS TO HAVE R-15 FIBERGLASS INSULATION4. WITH R-5 RIGID FOAM NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 2 of 14 Revisions & Notes HYDRAULIC CLOSER099-0861HYDRAULIC CLOSER HO L D O P E N 099-0892900-186A/R12.12" CABLE LADDER RAC K CLR-12-2 17.20" MASTER GROUND BA R 915-054GBI14420TBI4', 2 BULB LED LIGHT FIX T U R E , 3 6 W 500-05769.3.LIGHT SWITCH, SINGLE500-10310.500-085EXTERIOR LED LIGHT WI T H P H O T O C E L L BARD HVAC THERMOST A T MC4002-A100-00845.4.200A. 120/240V. SINGLE P H A S E , 4 0 P O S I T I O N QO140M200200-152DISTRIBUTION PANEL W/ 2 0 0 A . M A I N B R E A K E R 4" WIRE RACEWAYA/RA/R13.BILL OF MATERIALSDESCRIPTI O N MFG PART #TBB PART #QTY.NO.METAL WALL FILE001-2048114.3' X 7' STEEL INSULATED D O O R A N D F R A M E W / B A K E D ON ENAMEL PAINT W/S.S . B A L L B E A R I N G H I N G E S W / NON REMOVABLE PINS, L E F T H A N D R E V E R S E W / TELL099-083411.LEVER PASSAGE & DEA D B O L T , A D J U S T A B L E F R A M E GFI RECEPTACLE 20A. W/ W E A T H E R P R O O F C O V E R 800-1002.DUPLEX RECEPTACLES 2 0 A . 800-10111.200A. SINGLE PHASE MAI N D I S C O N N E C T I N T E R I O R Q22200NS200-171115.1 111118BARD 2 TON AC W/5KW H E A T , 1 1 E E R W24AB-A05BPXXXJ899-7076.2UNISTRUT, 1 5/8" X 1 5/8" X 1 6 " 915-211-GRY217.TWISTLOCK RECEPTACL E S 2 0 A . L5-20800-1068.2FLOOR INSERT, A=8", B=1 2 " , C = 1 3 " 102-0072116. NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 3 of 14 Bill of Materials BARD W A L L " A " WALL "D" W A L L " C " W A L L " B " 1 8 ' - 1 1 3 / 4 " 9'-0 1/4" 10'-11 3/4" SUPPLYRETURN 1 3 1 4 SUPPLYRETURN5 664'2'2'4' 8 ' - 1 " 1 ' - 4 " 4 1 5 6' 1'-6" 3 ' - 9 " 7 1 1 1 1 1 1 1'-6" 4 ' 6 ' 4' TYP. 1 1 1 1 1 1 11 9 1 6 9 9 9 1 7 1 7 8 1 3 8 3 ' 9 ' - 5 " 11 N O T E S : 1 . A L L C O N D U I T S H O W N I S A P P R O X I M A T E A N D M A Y N O T R E F L E C T A C T U A L R U N S I N B U I L D I N G 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 4 of 14 Interior Layout 16 W A L L " B " WALL "A"WALL "C"WALL "D"FLOOR LAYOUT 2 ' - 2 " 2" 1717 W A L L " B " WALL "A"WALL "C"WALL "D"CABLE LADDER LAYOUT 5'-5 7/8" 6'6'6' 9 9 9 9 8 1 3 8 W A L L " B " W A L L " A " W A L L " C " W A L L " D " E L E C T R I C A L L A Y O U T 4'-6" 3 ' 2 ' - 4 " NOTES:1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 5 of 14 Floor & Ceiling Layout WALL "B" W A L L " A " W A L L " C " WALL "D" 2 " E L E C T R I C A L E N T R A N C E METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L BARD 1 1 0 BARD 66 6 6 2 3/16" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 6 of 14 Elevation Views HEAVY DUTYHOLD OPENHOLDBACK BALL BEARING HINGESWITH NON REMOVABLE PINSPASSAGEDEADBOLT3'1/2"7'134"BALL BEARING HINGESWITH NON REMOVABLE PINS NO T E S : x D O O R F R A M E 1 6 G A U G E P R I M E D A N D P A I N T E D S T E E L . x D O O R S L A B 1 8 G A U G E P R I M E D A N D P A I N T E D S T E E L . x W E A T H E R S T R I P P I N G A R O U N D D O O R O P E N I N G . x T H R E S H O L D B E L O W D O O R . x D R I P C A P A B O V E D O O R F R A M E . x P A S S A G E A N D D E A D B O L T . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 7 of 14 Door Detail 13579111315171921353937333129272523 DESCRIPTIONQTY.UNITV.A.AB PHASETRIPPOLESWIRE SIZEA.I.C.LOAD L O A D P E R P H A S E PANEL CIRCUIT ( V A ) ANDLOAD PER PHASE LOAD SCHEDULE(VA)41 3 4 3 8 4 0 3 6 3 0 3 2 2 8 P H A S E V . A . QTY. 2 0 2 4 2 6 2 2 1 6 1 8 1 4 6 1 0 1 2 8 4 2 A B L O A D D E S C R I P T I O N U N I T WIRE SIZE A.I.C. POLES TRIP L O C A T I O N : D E S I G N A T I O N : S E R V I C E : S / N S/G 4 2 2 0 0 LIGHTS410k121203620144 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 2 1 0 k 2 5 9 2 2 T O N B A R D H V A C 5 1 8 4 2 5 9 2 3 0 1 0 3 0 1210k 25922 TON BARD HVAC51842592301030 S U B T O T A L M A N U F A C T U R E R : C A T A L O G N U M B E R S : T O T A L K V A P H A S E A T O T A L K V A P H A S E B T O T A L A M P S P H A S E A T O T A L A M P S P H A S E B C O N T I N U O U S N O E Q U A L : A P P R O V E D E Q U A L : F L U S H S U R F A C E M O U N T I N G : SUBTOTALVOLTAGE:NEUTRAL:MAIN BREAKER:MAIN LUGS:MAINS:TOPBOTTOM MAIN COPPER BUS:CYCLE:PHASE:WIRES:TRIP:A/C: 6 . 1 6 . 1 5 0 . 5 5 0 . 7 3 3 1 2 3 3 1 2 27722748 X Q O 1 4 0 M 2 0 0 200 AMP200 AMP 200 AMP FRAME S Q U A R E D X X 360122 KA S Q U A R E D S Q U A R E D 120/240V. 2 " E M T ( 2 ) 3 / 0 W I R E ( 1 ) # 6 W I R E W I R I N G S C H E M A T I C U T I L I T Y M A I N B R E A K E R W / B O N D I N G B U S H I N G M A I N P A N E L NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 8 of 14 Electrical Panel 10kGFI1121201801802010kEXTERIOR LIGHT112120121220 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 COVEINTERIOR WALL AND CEILINGTO BE FINISHED WITH 3/4"PRE-FINISHED FRP/OSB BOARDFRP IS RATED FIRE CLASS C 1 / 4 " A G G R E G A T E P A N E L M E T A L R O O F E D G E 23/32" FR DECK PANEL 4 5 M I L R E I N F O R C E D M U L E H I D E W H I T E T P O R O O F I N G M E M B R A N E F U L L Y A D H E R E D W I T H A Q U A B A S E 1 2 0 B O N D I N G A D H E S I V E T O F R D E C K P A N E L H O U S E W R A P D O U B L E T O P P L A T E S 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L T O P P L A T E T O W A L L S T U D R O O F F A S T E N E D T O W A L L R - 5 R I G I D F O A M 2 X 12'S @ 12" O.C.TAPERED TO FORM ROOF PITCHR-38 SPRAY-IN FOAM APPLIED TOUNDERSIDE OF FR DECK PANEL I N T E R I O R W A L L S T O B E F I N I S H E D W I T H 3 / 4 " P R E - F I N I S H E D F R P / O S B B O A R D F R P I S R A T E D F I R E C L A S S C C O V E R - 5 R I G I D F O A M H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L W A L L S F A S T E N E D I N C O R N E R S @ 1 6 O . C . 2 X 4 ' s R - 1 5 F I B E R G L A S S R - 1 5 F I B E R - G L A S S R - 1 5 F I B E R - G L A S S 1 / 4 " A G G R E G A T E P A N E L P V C C O R N E R P I E C E P V C T R I M S T R I P 1 / 4 " G A P B E T W E E N A G G R E G A T E P A N E L S W A L L F A S T E N E D T O F L O O R 3 / 4 " T & G S T U R D - I - F L O O R B O T T O M O F W A L L S E A L E D W I T H C O N S T R U C T I O N A D H E S I V E S E A L A N T R - 5 R I G I D F O A M 6 " X # 9 B E A M 3 / 8 " x 4 " L A G B O L T @ 1 2 " O . C . 1/8" COMMERCIAL GRADE TILE4" BASEBOARD INTERIOR OF WALL TO BEFINISHED WITH PRE-FINISHEDFRP/OSB BOARDFRP IS RATED FIRE CLASS C2 X 6's @12" O.C. H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L BOTTOM OF FLOOR IS 3/4" CDX PLYWOODSEALING WITH AN ASPHALT UNDERCOATINGAND A 18 X 16 X .011 WIRE MESH FOR RODENTPROTECTION 1 / 4 " A G G R E G A T E P A N E L R-21 FIBERGLASS INSULATION G A L V . " L " F L A S H I N G W R A P B O T T O M O F E X T E R I O R S H E A T H I N G W I T H H O U S E W R A P 6 " U P E A C H S I D E WALL TO FLOOR DETAIL WALL TO ROOF DETAIL W A L L C O R N E R D E T A I L C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . I N S U L A T I O N R E Q U I R E M E N T N O T E S : 1 . R I G I D F O A M B O A R D T O B E O W E N S - C O R N I N G F O A M U L A R 1 5 0 W I T H T H E F O L L O W I N G R V A L U E S ( P E R I C C - E S R 1 0 6 1 ) : R - 3 - 1 / 2 " T H I C K R - 5 - 1 " T H I C K R - 7 . 5 - 1 1 / 2 " T H I C K S E E F A S T E N E R S C H E D U L E SPRAY-IN FOAM REQUIREMENT NOTES:1. SPRAY-IN FOAM TO BE BASF SPRAYTITE 178 APPLIED AT THE FOLLOWING THICKNESS (PER ICC-ESR 2642):R-213-1/2" THICKR-254" THICKR-305" THICKR-356" THICKR-386" THICK NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 9 of 14 Corner Construction 1114" 714" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G , Q T Y 2 ( E A C H E N D O F T R U S S ) T A P E R E D 23/32" FR DECK PANELNAILED TO JOIST S P A C E D 1 2 " O . C . 2 X 1 2 R O O F J O I S T I N T E R I O R P R E - F I N I S H F R P / O S B T O F A S T E N E D T O J O I S T 23/32" FR DECK PANELNAILED TO JOISTDOUBLE TOP PLATE S P A C E D 1 2 " O . C . 1/2" - 12" PITCH 2 X 1 2 R O O F J O I S T R O O F S T R U C T U R E S I D E D E T A I L R O O F S T R U C T U R E E N D D E T A I L N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 10 of 14 Roof Construction SPAN RATINGS FOR CONSTRUCTION MATERIALS:FLOOR 23/32" T&G: 24 OCWALL 15/32" OSB: 32/16ROOF 23/32" PLYWOOD: 48/24 NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 11 of 14 Fastener Schedule F A S T E N E R S C H E D U L E C H A R T ITEM S I Z E T Y P E S P A C I N G T O L E R A N C E M I N I M U M T B B P A R T # INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK8D 15 G A X 2 1 / 2 " F I N I S H N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 3 ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 SHEATHING TO RIM JOIST8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " O N C E N T E R + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 6 CORNER WALL TO WALL3/ 8 " X 6 " L A G 3 / 4 " F R O M O U T E R E D G E , 2 4 " O C I N F I E L D + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 FLOOR TO SKID3/ 8 " X 4 " L A G 1 2 " O C S T A G G E R E D V A R I E S 2 9 9 - 0 2 8 4 WALL TO FLOOR3/ 8 " X 4 " L A G 2 " F R O M F L U S H O U T E R E D G E , E V E R Y 2 4 " + / - 3 / 4 " V A R I E S 2 9 9 - 0 2 8 4 ROOF TO WALL3/ 8 " X 6 " L A G 1 2 " O C + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 TOP PLATE TO STUD 2X4.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 STUD TO SOLE PLATE.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 DOUBLE TOP PLATES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C T Y P I C A L F A C E N A I L + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 TOP PLATES LAP & INTERSECTIONS.1 3 1 X 3 " C O M M O N N A I L 2 F A C E N A I L E D 2 2 9 9 - 0 0 0 2 CONTINUOUS HEADER, TWO PIECES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C A L O N G E D G E + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 CONTINUOUS HEADER TO STUD.1 3 1 X 3 " C O M M O N N A I L 4 E N D N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 6.1 3 1 X 3 " C O M M O N N A I L 3 F A C E N A I L E D 3 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 8.1 3 1 X 3 " C O M M O N N A I L 4 F A C E N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 10.1 3 1 X 3 " C O M M O N N A I L 5 F A C E N A I L E D 5 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 12.1 3 1 X 3 " C O M M O N N A I L 6 F A C E N A I L E D 6 2 9 9 - 0 0 0 2 FR DECK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 END WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 SIDE WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 ROOF FACE TO ROOF BASE# 8 X 3 / 4 " T E K S C R E W 1 2 " O . C . V A R I E S 2 9 9 - 0 0 1 3 EXTERIOR AGGREGATE PANEL WITH NO RIGIDINSULATION# 1 0 X 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 8 EXTERIOR AGGREGATE PANEL WITH R3 OR R5 RIGIDINSULATION#10 X 2 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 9 EXTERIOR AGGREGATE PANEL WITH R7.5 RIGIDINSULATION#10 X 3 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 4 5 10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION 8'-1"16'-1"1'-6"19'-8 1 / 4 " 11'-8 1/4" 5'-8 1/8"2'-9 1/8"18'-2 1/4"12'-1"4'-1" 1 * 31*1*2 2 1*1*1*332'-5 1/8"2'-7"2'-5 1/8" A A B B 1 " T Y P 1'-2 1/2" TYP 1 ' T Y P 32'-7"8'-7 1/4"10 1/2" X 1 1/2"18 GAUGESTRAPPINGLOCATION10 1/2" X 1 1/2" 18 GAUGESTRAPPING LOCATION33/16"3/16"TYP.1 123/16"3/16"TYP.1/4"1/4"2 " 3 / 8 " x 4 5 ° C H A M F E R L I S T O F M A T E R I A L N O . Q T Y . D E S C R I P T I O N 1 . 7 2 . 1 6 3 . B E A M S U P P O R T ( W 6 X 9 # ) G R A D E 5 0 G R A D E A 9 9 2 W E I G H T 1 0 6 6 . 3 # 2 1 7 7 . 2 # 1 2 7 . 9 # A 3 6 A N G L E , S U P P O R T ( 2 X 2 X 1 / 4 ) P I P E S U P P O R T ( 3 " N O M . S C H 4 0 ) 1 3 7 1 . 4 # T O T A L B L A C K S T E E L W E I G H T A 5 0 0 B N O T E S : U N L E S S O T H E R W I S E S P E C I F I E D A L L D I M E N S I O N S S H O W N O N T H I S D R A W I N G S H A L L H A V E T H E F O L L O W I N G T O L E R A N C E : F R A C T I O N A N G L E W E L D E D A S S E M B L Y T O P V I E W 1 1/2" = 1' SCALESECTION "B-B" 3 / 8 " = 1 ' S C A L E 1 1/2" = 1' SCALESECTION "A-A" 1 . F I N I S H : P A I N T E D W I T H B R O N Z E R U S T P R E V E N T A T I V E P A I N T . AS NOTED CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 12 of 14 Skid 1 1/2" = 1' SCA L E BEAM COPING D E T A I L * 2 . B O T H E N D S O F T H I S B E A M A R E C O P E D , S E E B E A M C O P I N G D E T A I L 3 . S T R A P P I N G T O B E A T T A C H E D T O K I N G S T U D S O N O P E N I N G S M A R K E D 21' - 1 0 " 13'-10"2'4'-6" 12'-334" +1/4" -0" 2 ' 4'-6" 4 ' - 6 " 4 ' - 4 " 1 ' - 2 7 8 " 1'-1" 3 / 4 " X 6 " A N C H O R B O L T S ( 1 4 R E Q U I R E D ) 3 ' - 1 1 8 " 1 ' 1'-718"8" F L O O R P E N E T R A T I O N HOLD DOWN PLATE ANCHOR BOLT(SUPPLIED BY OTHERS)SKID BEAM7"4"2"2"PLATE TO BE1/4" THICKGRADE A36WITH 7/8" DIAHOLE FOUNDATION BUILDINGØ7/8" 3/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 13 of 14 Foundation P L A N V I E W THIS IS NOT A FOUNDATION DESIGN . F O U N D A T I O N D E S I G N M U S T B E C O M P L E T E D B Y A L I C E N S E D P R O F E S S I O N A L . NOT E S : 1. CO N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 2. FO U N D A T I O N M U S T S U P P O R T T H E F U L L W E I G H T O F T H E S H E L T E R . 3. U N L E S S O T H E R W I S E N O T E D , T H E S H E L T E R M U S T B E S U P P O R T E D A T A L L L I F T I N G L O C A T I O N S ( M I N I M U M ) . A D D I T I O N A L S U P P O R T M A Y B E R E Q U I R E D P E R P L A N . 4. SH E L T E R I S D E S I G N E D F O R A S L A B F O U N D A T I O N F O R N O N - S T R U C T U R A L R E A S O N S . I F A D I F F E R E N T D E S I G N I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 5. A N C H O R L O C A T I O N A N D Q U A N T I T Y A R E R E Q U I R E D P E R P L A N . I F A D I F F E R E N T L O C A T I O N O R Q U A N T I T Y I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 6. SH E L T E R A N C H O R I N G D E V I C E S M U S T B E E N T I R E L Y A B O V E G R A D E . 7. FO U N D A T I O N M U S T B E S Q U A R E T O W I T H I N + / - 1 / 4 ” . 8. FO U N D A T I O N S U P P O R T L O C A T I O N S M U S T B E L E V E L T O + / - 1 / 4 ” A N D F O U N D A T I O N M A Y N O T B E C R O W N E D B E T W E E N S U P P O R T L O C A T I O N S . 9. FO U N D A T I O N F O O T P R I N T P E R P L A N + / - 2 ” E A C H D I R E C T I O N U N L E S S O T H E R W I S E N O T E D . 1 1/2" = 1' SCALEANCHOR PLATE DETAIL DETAIL CDETAIL D D E T A I L B D E T A I L A PROTECT EXTERNAL FEATURES PROTECTEXTERNALFEATURESSEE INSTALLATIONINSTRUCTIONS DETAIL B& D FOR ALLOWABLEANGLEOF LIFTING SLING 6 " T O 8 " A B CD20°20° M A X I M U M A N G L E P A R A L L E L T O W A L L D O N O T E X C E E D 5 , * * , 1 *  1 2 7 ( 6  1 . T H E S H E L T E R M U S T B E L I F T E D O N L Y A T T H E I N D I C A T E D L I F T I N G P O I N T S . 2 . T H E S H E L T E R M U S T B E L I F T E D U S I N G A L L I N D I C A T E D L I F T I N G P O I N T S . 3 . T H E S H E L T E R M U S T B E L E V E L W H E N L I F T I N G . 4 . A N Y T E M P O R A R Y S T R U C T U R E M U S T R E M A I N I N P L A C E D U R I N G T H E L I F T I N G P R O C E S S . 5 . N O A D D I T I O N A L O N - S I T E E Q U I P M E N T M A Y B E A D D E D T O T H E S H E L T E R P R I O R T O L I F T I N G . 6 . T H E R M O B O N D L I F T I N G P O I N T D E V I C E S M U S T B E U S E D F O R L I F T I N G . I F O T H E R L I F T I N G D E V I C E S A R E R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 7 . M O D I F I C A T I O N O F L I F T I N G P O I N T D E V I C E S I S N O T P E R M I T T E D . 8 . I N S P E C T L I F T I N G P O I N T D E V I C E S F O R D A M A G E P R I O R T O L I F T I N G . D O N O T U S E D E V I C E S W I T H D A M A G E A N D C O N T A C T T H E R M O B O N D F O R R E P L A C E M E N T . 9 . R O U T E R I G G I N G A W A Y F R O M R O O F L I N E O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 0 . R O U T E R I G G I N G A W A Y F R O M E X T E R N A L E Q U I P M E N T A N D P R O T R U S I O N S O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 1 . D O N O T P L A C E T H E S H E L T E R O N U N E V E N O R U N S T A B L E S U R F A C E S . 1 2 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G S A F E T Y A N D Q U A L I T Y R E Q U I R E M E N T S A R E M E T . 1 3 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 1 4 . I N S P E C T S H E L T E R A N D E Q U I P M E N T F O R D A M A G E A F T E R P L A C E M E N T . LIFTING P O I N T D E V I C E S W I L L B E P R O V I D E D A S N O T E D B E L O W . A L L O T H E R RIGGIN G E Q U I P M E N T A N D P L A N I S T H E R E S P O N S I B I L I T Y O F T H E R I G G I N G C O N T R A C T O R . L I F T I N G P I P E S P R O V I D E D B Y T H E R M O B O N D 5 ° M A X I M U M A N G L E P E R P E N D I C U L A R T O W A L L D O N O T E X C E E D 1/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/15/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534B-3 SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 14 of 14 Lifting Detail BURTON - MANUFACTURER DRAWINGS WideOpenNetworks BUILDING EXTERIOROZARKGREYOTHER 3 5 2 - ( & 7 & , 7 <  2 )  5 ( ; % 8 5 * - 2 %  1 2          & 6 , 7 (  1 $ 0 ( % 8 5 7 2 1 5 ( ; % 8 5 *   , ' 6 , = (   :   2 '  ;    /   2 '  ;   +   , ' R E V I S I O N N U M B E R : L A S T R E V I S E D :        F O R S I G N A T U R E O R S T A M P E D A P P R O V A L : S P E C I A L C O N D I T I O N S / L I M I T A T I O N S : x T H E V E N T I L A T I O N O F T H E R O O F C A V I T Y S H A L L B E I N A C C O R D A N C E W I T H T H E R E Q U I R E M E N T S O F T H E L O C A L A U T H O R I T Y H A V I N G J U R I S D I C T I O N . x P E R I F C S E C T I O N 6 0 8 . 6 . 3 : I F B A T T E R I E S W I T H A N E L E C T R O L Y T E C A P A C I T Y O F M O R E T H A N 5 0 G A L L O N S A R E T O B E I N S T A L L E D W I T H I N T H I S B U I L D I N G , O N E O F T H E F O L L O W I N G A L T E R N A T I V E S M U S T A L S O B E I N S T A L L E D : 1 . A N E X H A U S T F A N W I T H A H Y D R O G E N L I M I T S W I T C H S O T H A T T O L I M I T T H E H Y D R O G E N T O 1 % O F T H E T O T A L V O L U M E O F T H E R O O M ; O R 2 . C O N T I N U O U S V E N T I L A T I O N S H A L L B E P R O V I D E D A T A R A T E N O T L E S S T H A N 1 C U B I C F O O T P E R M I N U T E P E R S Q U A R E F O O T O F F L O O R A R E A O F R O O M . x T H I S B U I L D I N G W I L L N O T B E L O C A T E D I N A F L O O D P L A I N . NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 1 of 14 Drawing Index USAGE_________________CONSTRUCTION TYPE___OCCUPANCY GROUP____STORIES________________BASIC WIND SPEED_____FLOOR LOAD___________ROOF LOAD____________FLOOR AREA___________BUILDING HEIGHT______SEISMIC DESIGN________WIND EXPOSURE_______________UNMANNED SHELTER_______________________VB________________________U___________________________1________100 MPH 3 SEC GUST_______________________208 PSF__________________________70 PSF___________________175 SQ.FT.______________________11'-2"______________________CAT D________________________CAT C CODES: 2018 INTERNATIONAL BUILDIN G C O D E ( I B C ) 2018 INTERNATIONAL MECHA N I C A L C O D E ( I M C ) 2018 INTERNATIONAL ENERGY C O N S E R V A T I O N C O D E ( I E C C ) 2018 NATIONAL ELECTRICAL C O D E ( N E C ) NOTES:AGENCY LABEL AND DATA PLATE TO B E P L A C E D O N A P L A T E L O C A T E D O N T H E I N S I D E LEFT OR RIGHT OF THE DOOR. STATE I N S I G N I A T O B E L O C A T E D O N O U T S I D E O F D O O R ABOVE PASSAGE.DRAWING TITLEDRAWING INDEX___________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS & NOTES SHEET__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BILL OF MATERIALS________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INTERIOR LAYOUTS_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLOOR & CEILING LAYOUT__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATION VIEWS__________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOOR DETAIL______________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELECTRICAL PANEL_________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNER CONSTRUCTION DE T A I L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF CONSTRUCTION DETAI L S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTENER SCHEDULE_______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING SKID ASSEMBLY__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING FOUNDATION ASS E M B L Y _ _ _ _ _ _ _ _ _ _ _ _ _ LIFTING DETAIL____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D R A W I N G N U M B E R T B B 1 5 7 4 P A G E 1 O F 1 4 T B B 1 5 7 4 P A G E 2 O F 1 4 T B B 1 5 7 4 P A G E 3 O F 1 4 T B B 1 5 7 4 P A G E 4 O F 1 4 T B B 1 5 7 4 P A G E 5 O F 1 4 T B B 1 5 7 4 P A G E 6 O F 1 4 T B B 1 5 7 4 P A G E 7 O F 1 4 T B B 1 5 7 4 P A G E 8 O F 1 4 T B B 1 5 7 4 P A G E 9 O F 1 4 T B B 1 5 7 4 P A G E 1 0 O F 1 4 T B B 1 5 7 4 P A G E 1 1 O F 1 4 T B B 1 5 7 4 P A G E 1 2 O F 1 4 T B B 1 5 7 4 P A G E 1 3 O F 1 4 T B B 1 5 7 4 P A G E 1 4 O F 1 4 1. HOLD DOWN PLATES, WASHERS, AND NUTS(14) 699-982-BRNZ HOLD DOWN PLATE(14) 299-0007 HEX NUT(14) 299-0016 FLAT WASHER(14) 299-0018 LOCK WASHER ,7(066+,33('/226(&216758&7,21127(6DATEDRAFTERREVISION5(9,6,21/2*3. ON 16" CENTERS3. WALLS TO HAVE 2X4 STUDS7. ROOF TO BE FR DECK PANEL A 6. ROOF TO HAVE R-38 SPRAY IN FOAM INSULATION APPLIED TO UNDERS I D E O F F R D E C K P A N E L A 5. ON 12" CENTERS5. ROOF TO HAVE 2X12 JOISTS10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON A L L R O O F R I M J O I S T S A N D WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO B E F A S T E N E D W I T H 1 1/2" X .100 KNURLED MG NAILS.2. FLOOR TO HAVE R-21 FIBERGLASS INSULATION ( / ( & 7 5 , & $ /  1 2 7 ( 6 , 1 7 ( * 5 $ 7 , 2 1  1 2 7 ( 6 1 0 . E L E C T R I C A L C O N D U I T C O U P L E R S W I L L B E S T A N D A R D S C R E W T Y P E F I T T I N G S . 1 . C A B L E L A D D E R T O B E M O U N T E D A T 7 ' - 2 " A . F . F . 2 . N O G R O U N D I N G / B O N D I N G T O B E I N S T A L L E D . 3 . N O G R O U N D P E N E T R A T I O N T O B E I N S T A L L E D . G R O U N D W I L L C O M E U P T H R O U G H F L O O R E N T R A N C E . 1 . A L L W I R I N G S H A L L B E I N A C C O R D A N C E W I T H T H E 2 0 1 8 N A T I O N A L E L E C T R I C C O D E . 2 . A L L E L E C T R I C A L M A T E R I A L S S H A L L B E U . L . L I S T E D A N D C L A S S I F I E D A S S U I T A B L E F O R T H E P U R P O S E S P E C I F I E D . 3 . A L L W I R I N G S H A L L B E S U R F A C E M O U N T E D I N A R A C E W A Y O R E M T C O N D U I T U S I N G A P P R O V E D C O N N E C T O R S , C O U P L I N G S , A N D C L A M P S , A L L C O N D U I T S H A L L B E A N C H O R E D I N P L A C E A T A P P R O X I M A T E L Y E V E R Y 4 F T O N C O N D U I T R U N S . A N C H O R E D I N P L A C E 3 ' F R O M E V E R Y E L E C T R I C A L B O X . 4 . A L L W I R I N G S H A L L B E S T R A N D E D C O N D U C T O R . 5 . A L L W I R E R U N S S H A L L B E C O N T I N U O U S . 6 . L O W V O L T A G E W I R E M A Y B E S T R A N D E D . 7 . A L L W I R I N G S H A L L B E T E S T E D A N D I N S P E C T E D P R I O R T O S H I P M E N T . 8 . G R E E N G R O U N D C O N D U C T O R S S H A L L B E R U N T O A L L O F T H E B U I L D I N G S A / C P O W E R E D D E V I C E S . C O N D U I T S H A L L N O T B E U S E D A S T H E S O L E S O U R C E O F G R O U N D . 9 . A L L A L A R M D E V I C E S W I R I N G S H A L L B E R U N I N I T S O W N C O N D U I T T O T H E A L A R M C A B I N E T . 1 1 . M I N I M U M E M T C O N D U I T S I Z E S H A L L B E T R A D E S I Z E 1 6 ( 1 / 2 " ) 1. ON 12" CENTERS1. FLOOR TO HAVE 2X6 JOISTS8. PERIMETER SKID TO BE PAINTED WITH DARK BRONZE RUST PREVENT A T I V E P A I N T 9. ALL EDGING AND TRIM TO BE DARK BRONZE IN COLOR 4. WALLS TO HAVE R-15 FIBERGLASS INSULATION4. WITH R-5 RIGID FOAM NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 2 of 14 Revisions & Notes HYDRAULIC CLOSER099-0861HYDRAULIC CLOSER HO L D O P E N 099-0892900-186A/R12.12" CABLE LADDER RAC K CLR-12-2 17.20" MASTER GROUND BA R 915-054GBI14420TBI4', 2 BULB LED LIGHT FIX T U R E , 3 6 W 500-05769.3.LIGHT SWITCH, SINGLE500-10310.500-085EXTERIOR LED LIGHT WI T H P H O T O C E L L BARD HVAC THERMOST A T MC4002-A100-00845.4.200A. 120/240V. SINGLE P H A S E , 4 0 P O S I T I O N QO140M200200-152DISTRIBUTION PANEL W/ 2 0 0 A . M A I N B R E A K E R 4" WIRE RACEWAYA/RA/R13.BILL OF MATERIALSDESCRIPTI O N MFG PART #TBB PART #QTY.NO.METAL WALL FILE001-2048114.3' X 7' STEEL INSULATED D O O R A N D F R A M E W / B A K E D ON ENAMEL PAINT W/S.S . B A L L B E A R I N G H I N G E S W / NON REMOVABLE PINS, L E F T H A N D R E V E R S E W / TELL099-083411.LEVER PASSAGE & DEA D B O L T , A D J U S T A B L E F R A M E GFI RECEPTACLE 20A. W/ W E A T H E R P R O O F C O V E R 800-1002.DUPLEX RECEPTACLES 2 0 A . 800-10111.200A. SINGLE PHASE MAI N D I S C O N N E C T I N T E R I O R Q22200NS200-171115.1 111118BARD 2 TON AC W/5KW H E A T , 1 1 E E R W24AB-A05BPXXXJ899-7076.2UNISTRUT, 1 5/8" X 1 5/8" X 1 6 " 915-211-GRY217.TWISTLOCK RECEPTACL E S 2 0 A . L5-20800-1068.2FLOOR INSERT, A=8", B=1 2 " , C = 1 3 " 102-0072116. NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 3 of 14 Bill of Materials B A R D W A L L " A " WALL "D" W A L L " C " W A L L " B " 1 8 ' - 1 1 3 / 4 " 9'-0 1/4"10'-11 3/4" S U P P L Y R E T U R N 1 3 1 4 S U P P L Y R E T U R N 5 6 6 4 ' 2'2' 4 ' 8 ' - 1 " 1 ' - 4 " 4 1 5 6' 1'-6" 3 ' - 9 " 7 1 1 1 1 11 1'-6" 4 ' 6 ' 4' TYP. 1 1 1 1 1 1 1 1 1 1 9 1 6 9 9 9 1 7 1 7 8 1 3 8 3 ' 9 ' - 5 " N O T E S : 1 . A L L C O N D U I T S H O W N I S A P P R O X I M A T E A N D M A Y N O T R E F L E C T A C T U A L R U N S I N B U I L D I N G 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 4 of 14 Interior Layout 16 W A L L " B " WALL "A"WALL "C"WALL "D"FLOOR LAYOUT 2 ' - 2 " 2" 1717 W A L L " B " WALL "A"WALL "C"WALL "D"CABLE LADDER LAYOUT 5'-5 7/8" 6'6' 9 9 9 9 8 1 3 8 W A L L " B " W A L L " A " W A L L " C " W A L L " D " E L E C T R I C A L L A Y O U T 4'-6" 3 ' 2 ' - 4 " NOTES:1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING 1/4" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 5 of 14 Floor & Ceiling Layout WALL "B" W A L L " A " W A L L " C " WALL "D" 2 " E L E C T R I C A L E N T R A N C E METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L METAL ROOF EDGEAGGREGATE EXTERIOR PANEL M E T A L R O O F E D G E A G G R E G A T E E X T E R I O R P A N E L BARD 1 1 0 BARD 66 6 6 2 3/16" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 6 of 14 Elevation Views HEAVY DUTYHOLD OPENHOLDBACK BALL BEARING HINGESWITH NON REMOVABLE PINSPASSAGEDEADBOLT3'1/2"7'134"BALL BEARING HINGESWITH NON REMOVABLE PINS NO T E S : x D O O R F R A M E 1 6 G A U G E P R I M E D A N D P A I N T E D S T E E L . x D O O R S L A B 1 8 G A U G E P R I M E D A N D P A I N T E D S T E E L . x W E A T H E R S T R I P P I N G A R O U N D D O O R O P E N I N G . x T H R E S H O L D B E L O W D O O R . x D R I P C A P A B O V E D O O R F R A M E . x P A S S A G E A N D D E A D B O L T . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 7 of 14 Door Detail 13579111315171921353937333129272523 DESCRIPTIONQTY.UNITV.A.AB PHASETRIPPOLESWIRE SIZEA.I.C.LOAD L O A D P E R P H A S E PANEL CIRCUIT ( V A ) ANDLOAD PER PHASE LOAD SCHEDULE(VA)41 3 4 3 8 4 0 3 6 3 0 3 2 2 8 P H A S E V . A . QTY. 2 0 2 4 2 6 2 2 1 6 1 8 1 4 6 1 0 1 2 8 4 2 A B L O A D D E S C R I P T I O N U N I T WIRE SIZE A.I.C. POLES TRIP L O C A T I O N : D E S I G N A T I O N : S E R V I C E : S / N S/G 4 2 2 0 0 LIGHTS410k121203620144 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 2 1 0 k 2 5 9 2 2 T O N B A R D H V A C 5 1 8 4 2 5 9 2 3 0 1 0 3 0 1210k 25922 TON BARD HVAC51842592301030 S U B T O T A L M A N U F A C T U R E R : C A T A L O G N U M B E R S : T O T A L K V A P H A S E A T O T A L K V A P H A S E B T O T A L A M P S P H A S E A T O T A L A M P S P H A S E B C O N T I N U O U S N O E Q U A L : A P P R O V E D E Q U A L : F L U S H S U R F A C E M O U N T I N G : SUBTOTALVOLTAGE:NEUTRAL:MAIN BREAKER:MAIN LUGS:MAINS:TOPBOTTOM MAIN COPPER BUS:CYCLE:PHASE:WIRES:TRIP:A/C: 6 . 1 6 . 1 5 0 . 5 5 0 . 7 3 3 1 2 3 3 1 2 27722748 X Q O 1 4 0 M 2 0 0 200 AMP200 AMP 200 AMP FRAME S Q U A R E D X X 360122 KA S Q U A R E D S Q U A R E D 120/240V. 2 " E M T ( 2 ) 3 / 0 W I R E ( 1 ) # 6 W I R E W I R I N G S C H E M A T I C U T I L I T Y M A I N B R E A K E R W / B O N D I N G B U S H I N G M A I N P A N E L NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 8 of 14 Electrical Panel 10kGFI1121201801802010kEXTERIOR LIGHT112120121220 1 0 k D U P L E X E S 4 1 2 1 2 0 7 2 0 1 8 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 1 0 k T W I S T L O C K 1 1 2 1 2 0 2 0 COVEINTERIOR WALL AND CEILINGTO BE FINISHED WITH 3/4"PRE-FINISHED FRP/OSB BOARDFRP IS RATED FIRE CLASS C 1 / 4 " A G G R E G A T E P A N E L M E T A L R O O F E D G E 23/32" FR DECK PANEL 4 5 M I L R E I N F O R C E D M U L E H I D E W H I T E T P O R O O F I N G M E M B R A N E F U L L Y A D H E R E D W I T H A Q U A B A S E 1 2 0 B O N D I N G A D H E S I V E T O F R D E C K P A N E L H O U S E W R A P D O U B L E T O P P L A T E S 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L T O P P L A T E T O W A L L S T U D R O O F F A S T E N E D T O W A L L R - 5 R I G I D F O A M 2 X 12'S @ 12" O.C.TAPERED TO FORM ROOF PITCHR-38 SPRAY-IN FOAM APPLIED TOUNDERSIDE OF FR DECK PANEL I N T E R I O R W A L L S T O B E F I N I S H E D W I T H 3 / 4 " P R E - F I N I S H E D F R P / O S B B O A R D F R P I S R A T E D F I R E C L A S S C C O V E R - 5 R I G I D F O A M H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L W A L L S F A S T E N E D I N C O R N E R S @ 1 6 O . C . 2 X 4 ' s R - 1 5 F I B E R G L A S S R - 1 5 F I B E R - G L A S S R - 1 5 F I B E R - G L A S S 1 / 4 " A G G R E G A T E P A N E L P V C C O R N E R P I E C E P V C T R I M S T R I P 1 / 4 " G A P B E T W E E N A G G R E G A T E P A N E L S W A L L F A S T E N E D T O F L O O R 3 / 4 " T & G S T U R D - I - F L O O R B O T T O M O F W A L L S E A L E D W I T H C O N S T R U C T I O N A D H E S I V E S E A L A N T R - 5 R I G I D F O A M 6 " X # 9 B E A M 3 / 8 " x 4 " L A G B O L T @ 1 2 " O . C . 1/8" COMMERCIAL GRADE TILE4" BASEBOARD INTERIOR OF WALL TO BEFINISHED WITH PRE-FINISHEDFRP/OSB BOARDFRP IS RATED FIRE CLASS C2 X 6's @12" O.C. H O U S E W R A P 1 / 2 " E X T E R I O R R A T E D W A L L S H E A T H I N G P A N E L BOTTOM OF FLOOR IS 3/4" CDX PLYWOODSEALING WITH AN ASPHALT UNDERCOATINGAND A 18 X 16 X .011 WIRE MESH FOR RODENTPROTECTION 1 / 4 " A G G R E G A T E P A N E L R-21 FIBERGLASS INSULATION G A L V . " L " F L A S H I N G W R A P B O T T O M O F E X T E R I O R S H E A T H I N G W I T H H O U S E W R A P 6 " U P E A C H S I D E WALL TO FLOOR DETAIL WALL TO ROOF DETAIL W A L L C O R N E R D E T A I L C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . C O N S T R U C T I O N N O T E S : F R D E C K P A N E L A A N D T P O M E M B R A N E M U S T B E I N S T A L L E D P E R I C C - E S R 1 7 7 6 . 1 . M U L E - H I D E F R D E C K P A N E L A R O O F D E C K M U S T B E I N S T A L L E D W I T H P Y R O T I T E L A M I N A T E F A C I N G U P . 2 . A L L D E C K J O I N T S M U S T B E B L O C K E D W I T H 2 X 4 B L O C K I N G O R I N S T A L L E D O V E R A R O O F J O I S T . 3 . G A P S I N T H E D E C K P A N E L S M U S T B E C A U L K E D W I T H R E C T O R S E A L F L A M E S A F E F S 9 0 0 0 + . I N S U L A T I O N R E Q U I R E M E N T N O T E S : 1 . R I G I D F O A M B O A R D T O B E O W E N S - C O R N I N G F O A M U L A R 1 5 0 W I T H T H E F O L L O W I N G R V A L U E S ( P E R I C C - E S R 1 0 6 1 ) : R - 3 - 1 / 2 " T H I C K R - 5 - 1 " T H I C K R - 7 . 5 - 1 1 / 2 " T H I C K S E E F A S T E N E R S C H E D U L E SPRAY-IN FOAM REQUIREMENT NOTES:1. SPRAY-IN FOAM TO BE BASF SPRAYTITE 178 APPLIED AT THE FOLLOWING THICKNESS (PER ICC-ESR 2642):R-213-1/2" THICKR-254" THICKR-305" THICKR-356" THICKR-386" THICK NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 9 of 14 Corner Construction 1114" 714" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G , Q T Y 2 ( E A C H E N D O F T R U S S ) T A P E R E D 23/32" FR DECK PANELNAILED TO JOIST S P A C E D 1 2 " O . C . 2 X 1 2 R O O F J O I S T I N T E R I O R P R E - F I N I S H F R P / O S B T O F A S T E N E D T O J O I S T 23/32" FR DECK PANELNAILED TO JOISTDOUBLE TOP PLATE S P A C E D 1 2 " O . C . 1/2" - 12" PITCH 2 X 1 2 R O O F J O I S T R O O F S T R U C T U R E S I D E D E T A I L R O O F S T R U C T U R E E N D D E T A I L N O T E S : 1 . S E E F A S T E N E R S C H E D U L E F O R F A S T E N E R I N F O R M A T I O N . 2 . H O U S E W R A P T O B E I N S T A L L E D 1 / 8 " B E L O W S H E E T I N G A N D E X T E N D T O T O P O F T O P P L A T E . A L L S E A M S T O B E L A P P E D 6 " A N D T A P E D W / S E A M T A P E . 3 . A L L S C R E W H O L E S T H R O U G H P A N E L S F I L L E D W I T H P O L Y U R E T H A N E C A U L K P R I O R T O S C R E W B E I N G I N S T A L L E D . 4 . A L L S T R U C T U R A L L U M B E R S H A L L B E S P F # 1 O R # 2 . 5 . A L L C D X , E X T E R I O R S H E A T H I N G & T & G G L U E D T O S T U D S W I T H E N E R B O N D S F G L U E ( C O M P L I E S W I T H A S T M D 3 4 9 8 ) T O A L L S T U D S B E F O R E N A I L I N G . NTS CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 10 of 14 Roof Construction SPAN RATINGS FOR CONSTRUCTION MATERIALS:FLOOR 23/32" T&G: 24 OCWALL 15/32" OSB: 32/16ROOF 23/32" PLYWOOD: 48/24 NONE CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 11 of 14 Fastener Schedule F A S T E N E R S C H E D U L E C H A R T ITEM S I Z E T Y P E S P A C I N G T O L E R A N C E M I N I M U M T B B P A R T # INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK8D 15 G A X 2 1 / 2 " F I N I S H N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 3 ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 SHEATHING TO RIM JOIST8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 4 " O N C E N T E R + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 6 CORNER WALL TO WALL3/ 8 " X 6 " L A G 3 / 4 " F R O M O U T E R E D G E , 2 4 " O C I N F I E L D + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 FLOOR TO SKID3/ 8 " X 4 " L A G 1 2 " O C S T A G G E R E D V A R I E S 2 9 9 - 0 2 8 4 WALL TO FLOOR3/ 8 " X 4 " L A G 2 " F R O M F L U S H O U T E R E D G E , E V E R Y 2 4 " + / - 3 / 4 " V A R I E S 2 9 9 - 0 2 8 4 ROOF TO WALL3/ 8 " X 6 " L A G 1 2 " O C + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 1 2 TOP PLATE TO STUD 2X4.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 STUD TO SOLE PLATE.1 3 1 X 3 " C O M M O N N A I L 2 E N D N A I L E D 2 2 9 9 - 0 0 0 2 DOUBLE TOP PLATES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C T Y P I C A L F A C E N A I L + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 TOP PLATES LAP & INTERSECTIONS.1 3 1 X 3 " C O M M O N N A I L 2 F A C E N A I L E D 2 2 9 9 - 0 0 0 2 CONTINUOUS HEADER, TWO PIECES.1 3 1 X 3 " C O M M O N N A I L 1 6 " O C A L O N G E D G E + / - 3 / 4 " V A R I E S 2 9 9 - 0 0 0 2 CONTINUOUS HEADER TO STUD.1 3 1 X 3 " C O M M O N N A I L 4 E N D N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 6.1 3 1 X 3 " C O M M O N N A I L 3 F A C E N A I L E D 3 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 8.1 3 1 X 3 " C O M M O N N A I L 4 F A C E N A I L E D 4 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 10.1 3 1 X 3 " C O M M O N N A I L 5 F A C E N A I L E D 5 2 9 9 - 0 0 0 2 RAFTER TO PLATE 2 X 12.1 3 1 X 3 " C O M M O N N A I L 6 F A C E N A I L E D 6 2 9 9 - 0 0 0 2 FR DECK8D .0 9 9 X 2 1 / 2 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " 3 6 2 9 9 - 0 0 0 6 END WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 4 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 SIDE WALL SHEATHING.1 3 1 X 3 " C O M M O N N A I L 6 " A R O U N D P E R I M E T E R , 1 2 " I N F I E L D + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 2 ROOF FACE TO ROOF BASE# 8 X 3 / 4 " T E K S C R E W 1 2 " O . C . V A R I E S 2 9 9 - 0 0 1 3 EXTERIOR AGGREGATE PANEL WITH NO RIGIDINSULATION# 1 0 X 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 8 EXTERIOR AGGREGATE PANEL WITH R3 OR R5 RIGIDINSULATION#10 X 2 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 0 9 EXTERIOR AGGREGATE PANEL WITH R7.5 RIGIDINSULATION#10 X 3 1 / 2 " S S S C R E W 1 " F R O M E D G E , 1 E V E R Y 2 ' I N F I E L D ; P R E D R I L L E D 3 / 1 6 " H O L E S + / - 1 / 4 " V A R I E S 2 9 9 - 0 0 4 5 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G L O C A T I O N 8'-1"16'-1"1'-6"19'-8 1 / 4 " 11'-8 1/4" 5'-8 1/8"2'-9 1/8"18'-2 1/4"12'-1"4'-1" 1 * 31*1*2 2 1*1*1*332'-5 1/8"2'-7"2'-5 1/8" A A B B 1 " T Y P 1'-2 1/2" TYP 1 ' T Y P 32'-7"8'-7 1/4" 1 0 1 / 2 " X 1 1 / 2 " 1 8 G A U G E S T R A P P I N G L O C A T I O N 10 1/2" X 1 1/2" 18 GAUGESTRAPPING LOCATION33/16"3/16"TYP.1 123/16"3/16"TYP.1/4"1/4"2 " 3 / 8 " x 4 5 ° C H A M F E R L I S T O F M A T E R I A L N O . Q T Y . D E S C R I P T I O N 1 . 7 2 . 1 6 3 . B E A M S U P P O R T ( W 6 X 9 # ) G R A D E 5 0 G R A D E A 9 9 2 W E I G H T 1 0 6 6 . 3 # 2 1 7 7 . 2 # 1 2 7 . 9 # A 3 6 A N G L E , S U P P O R T ( 2 X 2 X 1 / 4 ) P I P E S U P P O R T ( 3 " N O M . S C H 4 0 ) 1 3 7 1 . 4 # T O T A L B L A C K S T E E L W E I G H T A 5 0 0 B N O T E S : U N L E S S O T H E R W I S E S P E C I F I E D A L L D I M E N S I O N S S H O W N O N T H I S D R A W I N G S H A L L H A V E T H E F O L L O W I N G T O L E R A N C E : F R A C T I O N A N G L E W E L D E D A S S E M B L Y T O P V I E W 1 1/2" = 1' SCALESECTION "B-B" 3 / 8 " = 1 ' S C A L E 1 1/2" = 1' SCALESECTION "A-A" 1 . F I N I S H : P A I N T E D W I T H B R O N Z E R U S T P R E V E N T A T I V E P A I N T . AS NOTED CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 12 of 14 Skid 1 1/2" = 1' SCA L E BEAM COPING D E T A I L * 2 . B O T H E N D S O F T H I S B E A M A R E C O P E D , S E E B E A M C O P I N G D E T A I L 3 . S T R A P P I N G T O B E A T T A C H E D T O K I N G S T U D S O N O P E N I N G S M A R K E D 21' - 1 0 " 13'-10"2'4'-6" 12'-334" +1/4" -0" 2 ' 4'-6" 4 ' - 6 " 4 ' - 4 " 1 ' - 2 7 8 " 1'-1" 3 / 4 " X 6 " A N C H O R B O L T S ( 1 4 R E Q U I R E D ) 3 ' - 1 1 8 " 1 ' 1'-718"8" F L O O R P E N E T R A T I O N HOLD DOWN PLATE ANCHOR BOLT(SUPPLIED BY OTHERS)SKID BEAM7"4"2"2"PLATE TO BE1/4" THICKGRADE A36WITH 7/8" DIAHOLE FOUNDATION BUILDINGØ7/8" 3/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 13 of 14 Foundation P L A N V I E W THIS IS NOT A FOUNDATION DESIGN . F O U N D A T I O N D E S I G N M U S T B E C O M P L E T E D B Y A L I C E N S E D P R O F E S S I O N A L . NOT E S : 1. CO N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 2. FO U N D A T I O N M U S T S U P P O R T T H E F U L L W E I G H T O F T H E S H E L T E R . 3. U N L E S S O T H E R W I S E N O T E D , T H E S H E L T E R M U S T B E S U P P O R T E D A T A L L L I F T I N G L O C A T I O N S ( M I N I M U M ) . A D D I T I O N A L S U P P O R T M A Y B E R E Q U I R E D P E R P L A N . 4. SH E L T E R I S D E S I G N E D F O R A S L A B F O U N D A T I O N F O R N O N - S T R U C T U R A L R E A S O N S . I F A D I F F E R E N T D E S I G N I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 5. A N C H O R L O C A T I O N A N D Q U A N T I T Y A R E R E Q U I R E D P E R P L A N . I F A D I F F E R E N T L O C A T I O N O R Q U A N T I T Y I S R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 6. SH E L T E R A N C H O R I N G D E V I C E S M U S T B E E N T I R E L Y A B O V E G R A D E . 7. FO U N D A T I O N M U S T B E S Q U A R E T O W I T H I N + / - 1 / 4 ” . 8. FO U N D A T I O N S U P P O R T L O C A T I O N S M U S T B E L E V E L T O + / - 1 / 4 ” A N D F O U N D A T I O N M A Y N O T B E C R O W N E D B E T W E E N S U P P O R T L O C A T I O N S . 9. FO U N D A T I O N F O O T P R I N T P E R P L A N + / - 2 ” E A C H D I R E C T I O N U N L E S S O T H E R W I S E N O T E D . 1 1/2" = 1' SCALEANCHOR PLATE DETAIL DETAIL CDETAIL D D E T A I L B D E T A I L A PROTECT EXTERNAL FEATURES PROTECTEXTERNALFEATURESSEE INSTALLATIONINSTRUCTIONS DETAIL B& D FOR ALLOWABLEANGLEOF LIFTING SLING 6 " T O 8 " A B CD20°20° M A X I M U M A N G L E P A R A L L E L T O W A L L D O N O T E X C E E D 5 , * * , 1 *  1 2 7 ( 6  1 . T H E S H E L T E R M U S T B E L I F T E D O N L Y A T T H E I N D I C A T E D L I F T I N G P O I N T S . 2 . T H E S H E L T E R M U S T B E L I F T E D U S I N G A L L I N D I C A T E D L I F T I N G P O I N T S . 3 . T H E S H E L T E R M U S T B E L E V E L W H E N L I F T I N G . 4 . A N Y T E M P O R A R Y S T R U C T U R E M U S T R E M A I N I N P L A C E D U R I N G T H E L I F T I N G P R O C E S S . 5 . N O A D D I T I O N A L O N - S I T E E Q U I P M E N T M A Y B E A D D E D T O T H E S H E L T E R P R I O R T O L I F T I N G . 6 . T H E R M O B O N D L I F T I N G P O I N T D E V I C E S M U S T B E U S E D F O R L I F T I N G . I F O T H E R L I F T I N G D E V I C E S A R E R E Q U E S T E D , C O N T A C T T H E R M O B O N D F O R A P P R O V A L . 7 . M O D I F I C A T I O N O F L I F T I N G P O I N T D E V I C E S I S N O T P E R M I T T E D . 8 . I N S P E C T L I F T I N G P O I N T D E V I C E S F O R D A M A G E P R I O R T O L I F T I N G . D O N O T U S E D E V I C E S W I T H D A M A G E A N D C O N T A C T T H E R M O B O N D F O R R E P L A C E M E N T . 9 . R O U T E R I G G I N G A W A Y F R O M R O O F L I N E O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 0 . R O U T E R I G G I N G A W A Y F R O M E X T E R N A L E Q U I P M E N T A N D P R O T R U S I O N S O R P R O T E C T F R O M D A M A G E P R I O R T O L I F T I N G . 1 1 . D O N O T P L A C E T H E S H E L T E R O N U N E V E N O R U N S T A B L E S U R F A C E S . 1 2 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G S A F E T Y A N D Q U A L I T Y R E Q U I R E M E N T S A R E M E T . 1 3 . R I G G I N G C O N T R A C T O R I S R E S P O N S I B L E F O R E N S U R I N G C O M P L I A N C E W I T H A N Y L O C A L , S T A T E , O R F E D E R A L R E G U L A T I O N S . 1 4 . I N S P E C T S H E L T E R A N D E Q U I P M E N T F O R D A M A G E A F T E R P L A C E M E N T . LIFTING P O I N T D E V I C E S W I L L B E P R O V I D E D A S N O T E D B E L O W . A L L O T H E R RIGGIN G E Q U I P M E N T A N D P L A N I S T H E R E S P O N S I B I L I T Y O F T H E R I G G I N G C O N T R A C T O R . L I F T I N G P I P E S P R O V I D E D B Y T H E R M O B O N D 5 ° M A X I M U M A N G L E P E R P E N D I C U L A R T O W A L L D O N O T E X C E E D 1/8" = 1'-0" CITY OF REXBURG THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPRIETARY DATA AND TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO ANY EXTENT (EXCEPT BY OR TO THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 9/7/22 REVISED: 9/7/22 DRAWN BY: NRS PROJECT NUMBER: 2112-534C SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER:7%% REXBURG, ID 12'W. OD x 20'L. OD x 9'H. ID SHELTER 14 of 14 Lifting Detail TYPICAL FOUNDATION DRAWING Note the requirement in the specific drawings for a hole/port to be constructed into the floor matching the building design. The typical drawing does not depict these ports. WideOpenNetworks SHELTER ORIENTATION DRAWINGS WideOpenNetworks WI D E O P E N N E T W O R K S SH E L T E R O R I E N T A T I O N NO R T H W E L L SH E L T E R LA Y O U T DATE: 06/13/2022 REVISION DATE 1: 2: 3: SHEET: Exhibit A AC UNITS FACING NORTH DOOR FACING BUILDING (WEST) NOT TO SCALE PLANNED LOCATION FOR GENERATORS / UTILITY PEDS WI D E O P E N N E T W O R K S SH E L T E R O R I E N T A T I O N WE L L O N E SH E L T E R LA Y O U T DATE: 06/13/2022 REVISION DATE 1: 2: 3: SHEET: Exhibit A AC UNITS FACING NORTH DOOR FACING WEST TOWARD ENTRANCE NOT TO SCALE PLANNED LOCATION FOR GENERATORS / UTILITY PEDS WI D E O P E N N E T W O R K S SH E L T E R O R I E N T A T I O N GO L F C O U R S E SH E L T E R LA Y O U T DATE: 06/13/2022 REVISION DATE 1: 2: 3: SHEET: Exhibit A AC UNITS FACING REAR (EAST) DOOR FACING FRONT (WEST) NOT TO SCALE WI D E O P E N N E T W O R K S SH E L T E R O R I E N T A T I O N BU R T O N SH E L T E R LA Y O U T DATE: 06/13/2022 REVISION DATE 1: 2: 3: SHEET: Exhibit A AC UNITS FACING REAR DOOR FACING ADJACENT BUILDING NOT TO SCALE WI D E O P E N N E T W O R K S SH E L T E R O R I E N T A T I O N PA R K S S H O P SH E L T E R LA Y O U T DATE: 06/13/2022 REVISION DATE 1: 2: 3: SHEET: Exhibit A AC UNITS FACING WEST DOOR FACING SITE ENTRANCE (SOUTH) NOT TO SCALE