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HomeMy WebLinkAboutPLANS - 23-00257 - Juniper Sands Apartments - Bldg #4 - 60 UnitsARCHITECT STRUCTURAL ENGINEER STRUCTURAL ELECTRICAL ENGINEER CIVIL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SEE SEPARATE SUBMITTAL FOR INFORMATION ARCHITECTURAL SEE SEPARATE SUBMITTAL FOR INFORMATION M&P ENGINEER PALISADES APPARTMENTS A NEW BUILDING FOR REXBURG IDAHO M1.0 - LEVEL 0 MECHANICAL FLOOR PLAN M1.1 - LEVEL 1 MECHANICAL FLOOR PLAN M1.2 - LEVEL 2 MECHANICAL FLOOR PLAN M1.3 - LEVEL 3 MECHANICAL FLOOR PLAN M2.0 - LARGE SCALE TYP. APT. MECH. PLANS M3.0 - MECHANICAL SCHEDULES & DETAILS P1.0 - LEVEL 0 PLUMBING FLOOR PLAN P1.1 - LEVEL 1 PLUMBING FLOOR PLAN P1.2 - LEVEL 2 PLUMBING FLOOR PLAN P1.3 - LEVEL 3 PLUMBING FLOOR PLAN P2.0 - LARGE SCALE TYP. APT. PLUMBING PLANS P3.0 - PLUMBING SCHEDULES & DETAILS E1.0 - ELECTRICAL NOTE AND DETAILS E1.1 - ELECTRICAL SITE PLAN E1.2 - ELECTRICAL ELEVATIONS E1.3 - ELECTRICAL ELEVATIONS E2.0 - LEVEL 0 ELECTRICAL PLAN E2.1 - LEVEL 1 ELECTRICAL PLAN E2.2 - LEVEL 2 ELECTRICAL PLAN E2.3 - LEVEL 3 ELECTRICAL PLAN E3.0 - TYPICAL UNITS ELECTRICAL PLAN E3.1 - TYPICAL UNITS ELECTRICAL PLAN E3.2 - TYPICAL UNITS ELECTRICAL & SERVICE OWNER CIVIL ENGINEERGENERAL CONTRACTOR VENTURE BUILDERS REXBURG, ID VENTURE BUILDERS REXBURG, ID EAGLE ROCK ENGINEERING IDAHO FALLS, ID HARRIS ARCHITECTURE OREM, UTAH ACUTE ENGINEERING OREM, UTAH ENGINEERED SYSTEMS POCATELLO, ID PAYNE ENGINEERING POCATELLO, IDAHO COVER - INDEX G01 - PROJECT INFORMATION G02 - LEVEL 0 OCCUPANCY EGRESS PLAN G03 - LEVEL 1 OCCUPANCY EGRESS PLAN G04 - LEVEL 2 OCCUPANCY EGRESS PLAN G05 - LEVEL 3 OCCUPANCY EGRESS PLAN A1.0 - LEVEL 0 FLOOR PLAN A1.1 - LEVEL 1 FLOOR PLAN A1.2 - LEVEL 2 FLOOR PLAN A1.3 - LEVEL 3 FLOOR PLAN A1.4 - UNIT FLOOR PLAN - VERSION 1 A1.5 - UNIT FLOOR PLAN - VERSION 2 A1.6 - UNIT FLOOR PLAN - VERSION 3 A1.7 - UNIT FLOOR PLAN - VERSION 4 A1.8 - UNIT FLOOR PLAN - VERSION 5 A2.0 - FRONT ELEVATION A2.1 - REAR ELEVATION A2.2 - RIGHT AND LEFT SIDE ELEVATIONS A3.0 - CROSS SECTION A3.1 - CROSS SECTION A3.2 - CROSS SECTION A3.3 - CROSS SECTION A3.4 - CROSS SECTION (STAIR DETAILS) A3.7 - WALL TYPE DETAILS A3.8 - WALL / HORIZ. SEPARATION DETAILS A4.0a - DOOR SCHEDULE A4.0b - DOOR SCHEDULE A4.1 - DOOR AND WINDOW TYPES A4.2 - DOOR DETAILS A4.3 - TYPICAL DETAILS A4.4 - DUMPSTER DETAILS A4.5 - SIGNAGE A4.6a - TYPICAL PENETRATION DETAILS A4.6b - TYPICAL PENETRATION DETAILS A4.6c - TYPICAL PENETRATION DETAILS A4.6d - TYPICAL PENETRATION DETAILS A5.1 - ROOF PLAN A6.0 - LEVEL 0 REFLECTED CEILING PLAN A6.1 - LEVEL 1 REFLECTED CEILING PLAN A6.2 - LEVEL 2 REFLECTED CEILING PLAN A6.3 - LEVEL 3 REFLECTED CEILING PLAN A6.4 - TYPICAL UNIT REFLECTED CEILING PLAN A6.5 - SUSPENDED GRID CEILING DETAILS A8.1a - MOUNTING HEIGHTS DETAILS A8.1b - MOUNTING HEIGHTS DETAILS SN1 - STRUCTURAL NOTES S0-0 - FOOTING & FOUNDATION PLAN S0-1 - LEVEL 0 SHEAR WALL PLAN S1-0 - LEVEL 1 FRAMING PLAN S1.1 - LEVEL 1 SHEAR WALL PLAN S2-0 - LEVEL 2 FRAMING PLAN S2-1 - LEVEL 2 SHEAR WALL PLAN S3-0 - LEVEL 3 FRAMING PLAN S3-1 - LEVEL 3 SHEAR WALL PLAN S4-0 - ROOF FRAMING PLAN SD1 - STRUCTURAL DETAILS SD2 - STRUCTURAL DETAILS - PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 0 - T I T L E . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 TITLE SHEET 05/04/23 SUBMITTAL 1 - 5 / 4 / 2023 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 1 - C O D E . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 PROJECT INFORMATION G0.1 05/04/23 LEVEL 0 - OCCUPANCY EGRESS PLAN 3333333 3 3 3 3 3 3 3 3 1 78 ' - 9 " C O M M O N P A T H O F T R A V E L 23 25 70 ' - 9 " C O M M O N P A T H O F T R A V E L 1 1 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 2 - 0 O C C . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 0 OCCUPANCY EGRESS PLAN G02 05/04/23 LEVEL 1 - OCCUPANCY EGRESS PLAN 333 3 3 3 3 3 3 3 3 78 ' - 9 " C O M M O N P A T H O F T R A V E L 22 25 3 3 3 3 70 ' - 9 " C O M M O N P A T H O F T R A V E L 1 1 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 3 - 1 O C C . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 1 OCCUPANCY EGRESS PLAN G03 05/04/23 LEVEL 2 - OCCUPANCY EGRESS PLAN 10 333 3 3 3 3 3 3 3 3 78 ' - 9 " C O M M O N P A T H O F T R A V E L 22 25 3 3 3 3 70 ' - 9 " C O M M O N P A T H O F T R A V E L PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 4 - 2 O C C . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 2 OCCUPANCY EGRESS PLAN G04 05/04/23 LEVEL 3 - OCCUPANCY EGRESS PLAN 333 3 3 3 3 3 3 3 3 78 ' - 9 " C O M M O N P A T H O F T R A V E L 22 25 3 3 3 3 70 ' - 9 " C O M M O N P A T H O F T R A V E L 1 1 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 5 - 3 O C C . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 3 OCCUPANCY EGRESS PLAN G05 05/04/23 AC C E S S I B I L I T Y R E Q U I R E M E N T S G E N E R A L G06 PL O T D A T E : 4/ 1 3 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 6 - A C C E S S I B I L I T Y R E Q U I R E M E N T S . d w g REVISIONS 35 2 0 N U N I V E R S I T Y A V E N U E # 2 0 0 , P R O V O U T 8 4 6 0 4 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M DRAWN BY TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T - C O P Y R I G H T © 2 0 1 4 B Y H A R R I S A R C H I T E C T U R E - A L L R I G H T S R E S E R V E D 05/04/23 AC C E S S I B I L I T Y R E Q U I R E M E N T S G E N E R A L G07 PL O T D A T E : 4/ 1 3 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T _ G 0 6 - A C C E S S I B I L I T Y R E Q U I R E M E N T S . d w g REVISIONS 35 2 0 N U N I V E R S I T Y A V E N U E # 2 0 0 , P R O V O U T 8 4 6 0 4 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M DRAWN BY TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T - C O P Y R I G H T © 2 0 1 4 B Y H A R R I S A R C H I T E C T U R E - A L L R I G H T S R E S E R V E D 05/04/23 LEVEL 0 - FLOOR PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 0 - L V L 0 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 0 FLOOR PLAN A1.0 05/04/23 LEVEL 1 - FLOOR PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 1 - L V L 1 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 1 FLOOR PLAN A1.1 05/04/23 LEVEL 2 - FLOOR PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 2 - L V L 2 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 2 FLOOR PLAN A1.2 05/04/23 LEVEL 3 - FLOOR PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 3 - L V L 3 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 3 FLOOR PLAN A1.3 05/04/23 A1.4 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 4 - U N I T _ v 1 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 UNIT FLOOR PLAN - VERSION 1 05/04/23 ADA UNITS A1.5 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 5 - U N I T _ v 2 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 UNIT FLOOR PLAN - VERSION 2 05/04/23 A1.6 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 6 - U N I T _ v 3 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 UNIT FLOOR PLAN - VERSION 3 05/04/23 A1.7 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 7 - U N I T _ v 4 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 UNIT FLOOR PLAN - VERSION 4 05/04/23 A1.8 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 1 - 8 - U N I T _ v 5 . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 UNIT FLOOR PLAN - VERSION 5 05/04/23 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 2 - 0 - E L E V . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 FRONT ELEVATION A2.0 05/04/23 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 2 - 0 - E L E V . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 REAR ELEVATION A2.1 05/04/23 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 2 - 0 - E L E V . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 RIGHT & LEFT SIDE ELEVATIONS A2.2 05/04/23 BATH LIVING BEDROOM BATH LIVING BEDROOM BATH LIVING BEDROOM BATH LIVING BEDROOM ATTICATTIC UNUSABLE SPACE PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 3 - 1 - C S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 CROSS SECTION A3.0 SCALE: 3/4" = 1'-0" CROSS SECTION 1 05/04/23 BATH LIVING BEDROOM BATH LIVING BEDROOM BATH LIVING BEDROOM BATH LIVING BEDROOM ATTIC FURN. FURN. FURN. FURN. BATHLIVINGBEDROOM BATHLIVINGBEDROOM BATHLIVINGBEDROOM BATHLIVINGBEDROOM ATTIC FURN. FURN. FURN. FURN. PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 3 - 1 - C S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 CROSS SECTION A3.1 05/04/23 BATH LIVING BEDROOM BATH LIVING BEDROOM BATH LIVING BEDROOM BATH LIVING BEDROOM ATTIC PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 3 - 1 - C S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 CROSS SECTION A3.2 05/04/23 LIVING ATTIC LIVING LIVING LIVING LIVING LIVING LIVING LIVING ATTIC LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 3 - 1 - C S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 CROSS SECTION A3.3 SCALE: 1" = 1'-0" DUCT DETAIL 1 05/04/23 SCALE: NTS STAIR DETAILA SCALE: NTS STAIR DETAILB SCALE: NTS HANDRAIL DETAILG A3.4 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 3 - 1 - C S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 CROSS SECTION - STAIR 05/04/23 PARTITION TYPE:PARTITION TYPE: P A R T I T I O N T Y P E : P A R T I T I O N T Y P E : S C A L E = 1 . 1 / 2 " = 1 ' - 0 " W A L L T Y P E D E T A I L S P A R T I T I O N T Y P E : PARTITION TYPE:PARTITION TYPE: P A R T I T I O N T Y P E : A 3 . 7 PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A-03-7-WALL.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT D R A W N B Y 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS R E X B U R G , I D P A L I S A D E S A P P A R T M E N T S A N E W B U I L D I N G F O R J L H 5 / 4 / 2 0 2 3 W A L L T Y P E D E T A I L S 0 5 / 0 4 / 2 3 HORIZONTAL SEPARATION T Y P I C A L R O O F / C E I L I N G A S S E M B L Y S C A L E = 1 . 1 / 2 " = 1 ' - 0 " W A L L T Y P E D E T A I L S TYPICAL HORIZONTAL SEPARATION TYPICAL JOIST / BEARING WALL AT UNIT SEPERATIONS A 3 . 8 PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A-03-7-WALL.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT D R A W N B Y 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS R E X B U R G , I D P A L I S A D E S A P P A R T M E N T S A N E W B U I L D I N G F O R J L H 5 / 4 / 2 0 2 3 W A L L T Y P E D E T A I L S 0 5 / 0 4 / 2 3 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 4 - 0 - D O O R S C H . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 DOOR SCHEDULE A4.0a 05/04/23 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 4 - 0 - D O O R S C H . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 DOOR SCHEDULE A4.0b 05/04/23 A4.1 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 4 - 1 - D O O R . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 DOOR AND WINDOW TYPES 05/04/23 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 4 - 2 - D O O R J A M B . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 DOOR DETAILS A4.2 05/04/23 PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A4-3-DETAILS.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT D R A W N B Y 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS R E X B U R G , I D P A L I S A D E S A P P A R T M E N T S A N E W B U I L D I N G F O R J L H 5 / 4 / 2 0 2 3 T Y P I C A L D E T A I L S A 4 . 3 0 5 / 0 4 / 2 3 WOMEN MENRESTROOM Nearest accessible restroom is located near the main lobby on the ground level. MEN RESTROOMMEN NOT TO SCALE SIGNAGE DETAILS WHERE APPLICABLE IN CASE OF FIRE ELEVATORS ARE OUT OF SERVICE USE EXIT STAIRS IN CASE OF FIRE DO NOT USE ELEVATORS USE STAIRS STAIR 1 FL 2 STAIR 1 FL 2 TYPICAL SIGNAGE LOCATIONS ROOF ACCESS EXIT ROOF ACCESS STAIR 1 LEVEL2 EXIT THIS LEVEL 1 THRU 3 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 4 - 5 - S I G N S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 SIGNAGE DETAILS A4.5 05/04/23 FC Floor/Ceiling 3000 Series Cables Through PenetrationsSystem No. F-C-30081.Floor Assembly – The 1 hr fire rated wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of thematerials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory, as summarized below:A.Trusses – Min 12 in. (305 mm) deep parallel chord trusses fabricated from nom 2 in. by 4 in. (51mm by 102 mm) lumber inconjunction with galv steel truss plates or Structural Wood Members* with bridging as required.B.Flooring – Nom 3/4 in. (19 mm) thick plywood flooring with or without Floor Topping Mixture*. Max diam of opening is 3-1/2 in. (89mm).C.Furring Channels – Rigid or resilient galv steel furring channels installed perpendicular to bottom chord of trusses.D.Gypsum Board* – Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick, screw-attached to furring channels.1.1Chase Wall (Optional, not shown) – The through penetrants (Item No. 2) may be routed through a 1 hr fire-rated single, double orstaggered wood stud/gypsum wallboard chase wall constructed of the materials and in the manner specified in the individual U300 SeriesWall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A.Studs – Nom 2 in. by 6 in. (51 mm by 152 mm) or double nom 2 in. by 4 in. (51 mm by 102 mm) lumber studs.B.Sole Plate – Nom 2 in. by 6 in. (51 mm by 152 mm) or parallel 2 in. by 4 in. (51 mm by 102 mm) lumber plates, tightly butted.C.Top Plate – The double top plate shall consist of two nom 2 in. by 6 in. (51 mm by 152 mm) or two sets of parallel 2 in. by 4 in. (51mm by 102 mm) lumber plates, tightly butted.D.Gypsum Board* – Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.2.Cables – Max seven conductor No. 12 AWG (or smaller) power/control cables or max 100 pair No. 22 AWG (or smaller)telecommunication cables or max four conductor with ground No. 2/0 AWG (or smaller) aluminum SER cables with polyvinyl chlorideinsulation and jacket materials. Tightly bundled group of cables (max 3 in. (76 mm) diam cable bundle) centered in circular cutouts.Circular cutouts to have a diam 1/2 in. to 3/4 in. (13 mm to 19 mm) larger than diam of cable bundle such that a 1/4 in. to 3/8 in. (6 mm to10 mm) annular space is present between the cable bundle and the perimeter of the circular cutout. Cables to be rigidly supported onboth sides of Floor-Ceiling assembly.3.Firestop System – The details of the firestop system shall be as follows:A.Fill, Void or Cavity Materials* – Wrap Strip – Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side withaluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around cable bundle (foil sideexposed), secured with two steel tie wires and slid into hole-sawed opening in flooring (Item 1B) and in gypsum wallboard ceiling (Item1D) or the sole plate (Item 1.1B) and top plate (Item 1.1C) of the chase wall. Bottom edge of wrap strip to project 9/16 in. to 11/16 in.(14 mm to 17.5 mm) below bottom surface of flooring and below bottom (ceiling) surface of gypsum wallboard or the bottom edge ofthe top plate.3M COMPANY – FS-195+.B.Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Applied to fill interstices between cables, to the max extent possible,within confines of wrap strip at both the floor and ceiling elevations. Nom 1/4 in. (6 mm) thickness of caulk or putty to be applied to theexposed edge of the wrap strip layer (top of flooring or sole plate and bottom of gypsum wallboard ceiling or top plate). Generousapplication of caulk or putty to be applied to fill all gaps at the wrap strip/flooring and wrap strip/gypsum wallboard ceiling or wrapstrip/top plate interfaces.3M COMPANY – CP 25WB+, IC 15WB+, FireDam 150+ caulk, FB-3000 WT sealant, or MP+ Stix putty*Bearing the UL Classification MarkingThis material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory.May 18, 2005F Rating – 1 HrT Rating – 1 Hr FC Floor/Ceiling 3000 Series Cables Through Penetrations S y s t e m N o . F - C - 3 0 1 7 1.Floor-Ceiling Assembly – The 1 hr fire-rated s o l i d o r t r u s s e d l u m b e r j o i s t f l o o r - c e i l i n g a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s and in the manner specified in the individual L5 0 0 S e r i e s F l o o r - C e i l i n g D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y . T h e 2 h r f i r e - r a t e d wood joist floor-ceiling assembly shall be const r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n D e s i g n N o s . L 5 0 5 , L 5 1 1 o r L 5 3 6 in the UL Fire Resistance Directory. The F Rati n g o f t h e f i r e s t o p s y s t e m i s e q u a l t o t h e r a t i n g o f t h e f l o o r - c e i l i n g a s s e m b l y . T h e T Rating of the firestop system is 1 and 1-1/ 2 h r f o r 1 a n d 2 h r r a t e d f l o o r - c e i l i n g a s s e m b l i e s , r e s p e c t i v e l y . T h e g e n e r a l construction features of the floor-ceiling assem b l y a r e s u m m a r i z e d b e l o w : A.Flooring System – Lumber or plywood sub f l o o r w i t h f i n i s h f l o o r o f l u m b e r , p l y w o o d o r F l o o r T o p p i n g M i x t u r e * a s s p e c i f i e d i n t h e individual Floor-Ceiling Design. Max diam of o p e n i n g i s 1 - 1 / 2 i n . B.Wood Joists* – For 1 hr fire-rated floor-ceili n g a s s e m b l i e s , n o m 1 0 i n . d e e p ( o r d e e p e r ) l u m b e r , s t e e l o r c o m b i n a t i o n l u m b e r a n d steel joists, trusses or Structural Wood Me m b e r s * w i t h b r i d g i n g a s r e q u i r e d a n d w i t h e n d s f i r e s t o p p e d . F o r 2 h r f i r e - r a t e d floor-ceiling assemblies, nom 2 by 10 in. lu m b e r j o i s t s s p a c e d 1 6 i n . O C w i t h n o m 1 b y 3 i n . l u m b e r b r i d g i n g a n d w i t h e n d s firestopped.C.Gypsum Board* – Nom 4 ft wide by 5/8 in. t h i c k a s s p e c i f i e d i n t h e i n d i v i d u a l F l o o r - C e i l i n g D e s i g n . F i r s t l a y e r o f w a l l b o a r d n a i l e d to wood joists. Second layer of wallboard (2 h r f i r e - r a t e d a s s e m b l y ) s c r e w - a t t a c h e d t o f u r r i n g c h a n n e l s . M a x d i a m o f o p e n i n g i s 1-1/2 in.1.1Chase Wall (Optional not shown) – The throug h p e n e t r a n t s ( I t e m N o . 2 ) m a y b e r o u t e d t h r o u g h a f i r e - r a t e d s i n g l e , d o u b l e o r staggered wood stud/gypsum wallboard chase w a l l h a v i n g a f i r e r a t i n g c o n s i s t e n t w i t h t h a t o f t h e f l o o r - c e i l i n g a s s e m b l y . T h e c h a s e wall shall be constructed of the materials and i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e UL Fire Resistance Directory and shall include t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A.Studs – Nom 2 by 6 in. or double nom 2 by 4 i n . l u m b e r s t u d s . B.Sole Plate – Nom 2 by 6 in. or parallel 2 by 4 i n . l u m b e r p l a t e s , t i g h t l y b u t t e d . C.Top Plate – The double top plate shall cons i s t o f t w o n o m 2 b y 6 i n . o r t w o s e t s o f p a r a l l e l 2 b y 4 i n . l u m b e r p l a t e s , t i g h t l y b u t t e d . Max diam of opening is 1-1/2 in.D.Gypsum Board* – Thickness, type, number o f l a y e r s a n d f a s t e n e r s s h a l l b e a s s p e c i f i e d i n i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . 2.Cables – Max three conductor with ground No. 1 2 A W G ( o r s m a l l e r ) N M c a b l e s w i t h p o l y v i n y l c h l o r i d e i n s u l a t i o n a n d j a c k e t m a t e r i a l s . Min one cable to max seven cables tightly bund l e d t o b e i n s t a l l e d e c c e n t r i c a l l y o r c o n c e n t r i c a l l y i n o p e n i n g w i t h a n n u l a r s p a c e between the cables and the periphery of the op e n i n g o f m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 - 1 / 4 i n . C a b l e s t o b e r i g i d l y s u p p o r t e d o n b o t h sides of Floor-Ceiling assembly.3.Fill, Void or Cavity Materials* – Caulk, Seala n t o r P u t t y – M i n 3 / 4 i n . t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h top surface of floor or sole plate. Min 5/8 in. or 1 - 1 / 4 i n . t h i c k n e s s o f f i l l m a t e r i a l , f o r 1 a n d 2 h r r a t e d a s s e m b l i e s , r e s p e c t i v e l y , a p p l i e d within the annulus, flush with bottom surface of c e i l i n g o r t o p p l a t e . A n a d d i t i o n a l m i n 1 / 4 i n . c r o w n o f f i l l m a t e r i a l a p p l i e d t o p e r i m e t e r of penetrant at its egress from the top of floorin g a n d u n d e r s i d e o f c e i l i n g o r f r o m t o p o f s o l e p l a t e a n d u n d e r s i d e o f t o p p l a t e . 3M COMPANY – CP 25WB+ Caulk, FB- 3 0 0 0 W T s e a l a n t o r M P + S t i x P u t t y *Bearing the UL Classification MarkThis material was extracted and drawn by 3M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . S e p t e m b e r 0 3 , 2 0 0 4 F R a t i n g – 1 a n d 2 H r ( S e e I t e m N o . 1 ) T R a t i n g – 1 a n d 1 - 1 / 2 H r ( S e e I t e m N o . 1 ) FC Floor/Ceiling 3000 Series Cables Through Penetrations S y s t e m N o . F - C - 3 0 4 8 1 . F l o o r - C e i l i n g A s s e m b l y – T h e 1 h r f i r e - r a t e d s o l i d o r t r u s s e d l u m b e r j o i s t f l o o r - c e i l i n g a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l L 5 0 0 S e r i e s F l o o r - C e i l i n g D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y . T h e g e n e r a l c o n s t r u c t i o n d e t a i l s o f t h e f l o o r - c e i l i n g a s s e m b l y a r e s u m m a r i z e d b e l o w : A . F l o o r i n g S y s t e m – L u m b e r o r p l y w o o d s u b f l o o r w i t h f i n i s h f l o o r o f l u m b e r , p l y w o o d o r F l o o r T o p p i n g M i x t u r e * a s s p e c i f i e d i n t h e i n d i v i d u a l F l o o r - C e i l i n g D e s i g n . M a x d i a m o f o p e n i n g i s 1 - 1 / 2 i n . ( 3 8 m m ) . B . W o o d J o i s t s – N o m 1 0 i n . ( 2 5 4 m m ) d e e p ( o r d e e p e r ) l u m b e r , s t e e l o r c o m b i n a t i o n l u m b e r a n d s t e e l j o i s t s , t r u s s e s o r S t r u c t u r a l W o o d M e m b e r s * w i t h b r i d g i n g a s r e q u i r e d a n d w i t h e n d s f i r e s t o p p e d . C . G y p s u m B o a r d * – N o m 4 f t ( 1 2 2 c m ) w i d e b y 5 / 8 i n . ( 1 6 m m ) t h i c k a s s p e c i f i e d i n t h e i n d i v i d u a l F l o o r - C e i l i n g D e s i g n . M a x d i a m o f o p e n i n g i s 1 - 1 / 2 i n . ( 3 8 m m ) . 1 . 1 C h a s e W a l l – ( O p t i o n a l , n o t . s h o w n ) - T h e c a b l e s ( I t e m N o . 2 ) m a y b e r o u t e d t h r o u g h a f i r e - r a t e d s i n g l e , d o u b l e o r s t a g g e r e d w o o d s t u d / g y p s u m w a l l b o a r d c h a s e w a l l h a v i n g a f i r e r a t i n g c o n s i s t e n t w i t h t h a t o f t h e f l o o r - c e i l i n g a s s e m b l y . T h e c h a s e w a l l s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s – N o m 2 i n . b y 6 i n . ( 5 1 m m b y 1 5 2 m m ) o r d o u b l e n o m 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r s t u d s . B . S o l e P l a t e – N o m 2 i n . b y 6 i n . ( 5 1 m m b y 1 5 2 m m ) o r p a r a l l e l 2 b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r p l a t e s , t i g h t l y b u t t e d . C . T o p P l a t e – T h e d o u b l e t o p p l a t e s h a l l c o n s i s t o f t w o n o m 2 i n . b y 6 i n . ( 5 1 m m b y 1 5 2 m m ) o r t w o s e t s o f p a r a l l e l 2 b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r p l a t e s , t i g h t l y b u t t e d . M a x d i a m o f o p e n i n g i s 1 - 1 / 2 i n . ( 3 8 m m ) . D . W a l l b o a r d , G y p s u m * – T h i c k n e s s , t y p e , n u m b e r o f l a y e r s a n d f a s t e n e r s s h a l l b e a s s p e c i f i e d i n i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . 2 . C a b l e s – M a x t h r e e c o n d u c t o r w i t h g r o u n d N o . 1 2 A W G ( o r s m a l l e r ) N M c o p p e r c a b l e w i t h p o l y v i n y l c h l o r i d e i n s u l a t i o n a n d j a c k e t m a t e r i a l s o r N o . 2 0 A W G ( o r s m a l l e r ) T y p e R G c o a x i a l c a b l e w i t h p o l y v i n y l c h l o r i d e i n s u l a t i o n . M i n o n e c a b l e t o m a x s e v e n c a b l e s t i g h t l y b u n d l e d t o b e i n s t a l l e d e c c e n t r i c a l l y o r c o n c e n t r i c a l l y i n o p e n i n g w i t h a n n u l a r s p a c e b e t w e e n t h e c a b l e s a n d t h e p e r i p h e r y o f t h e o p e n i n g o f m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 - 1 / 4 i n . ( 0 m m t o 3 2 m m ) . C a b l e s t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f F l o o r - C e i l i n g a s s e m b l y . 3 . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 3 / 4 i n . ( 1 9 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r s o l e p l a t e . M i n 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h b o t t o m s u r f a c e o f c e i l i n g o r t o p p l a t e . M i n 1 / 2 i n . ( 1 3 m m ) d i a m b e a d o f c a u l k a p p l i e d a t t h e c a b l e / f l o o r o r s o l e p l a t e i n t e r f a c e a t p o i n t c o n t a c t l o c a t i o n o n t h e t o p s u r f a c e o f f l o o r o r s o l e p l a t e a n d a t t h e c a b l e / c e i l i n g o r t o p p l a t e i n t e r f a c e a t p o i n t c o n t a c t l o c a t i o n . 3 M C O M P A N Y – F i r e D a m 1 5 0 + , C P 2 5 W B + , I C 1 5 W B + c a u l k o r F B - 3 0 0 0 W T s e a l a n t * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . M a y 1 8 , 2 0 0 5 F R a t i n g – 1 H r T R a t i n g – 1 H r FC Floor/Ceiling 3000 Series Cables Through Penetrations S y s t e m N o . F - C - 3 0 7 0 M a y 1 9 , 2 0 0 5 F R a t i n g – 1 H r T R a t i n g – 1 H r 1 . F l o o r - C e i l i n g A s s e m b l y – T h e 1 h r f i r e - r a t e d s o l i d o r t r u s s e d l u m b e r j o i s t f l o o r - c e i l i n g a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l L 5 0 0 S e r i e s F l o o r - C e i l i n g D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y . T h e g e n e r a l c o n s t r u c t i o n d e t a i l s o f t h e f l o o r - c e i l i n g a s s e m b l y a r e s u m m a r i z e d b e l o w : A . F l o o r i n g S y s t e m – L u m b e r o r p l y w o o d s u b f l o o r w i t h f i n i s h f l o o r o f l u m b e r , p l y w o o d o r F l o o r T o p p i n g M i x t u r e * a s s p e c i f i e d i n t h e i n d i v i d u a l F l o o r - C e i l i n g D e s i g n . M a x d i a m o f o p e n i n g i s 3 i n . ( 7 6 m m ) . B . W o o d J o i s t s – N o m 1 0 i n . ( 2 5 4 m m ) d e e p ( o r d e e p e r ) l u m b e r , s t e e l o r c o m b i n a t i o n l u m b e r a n d s t e e l j o i s t s , t r u s s e s o r S t r u c t u r a l W o o d M e m b e r s * w i t h b r i d g i n g a s r e q u i r e d a n d w i t h e n d s f i r e s t o p p e d . C . G y p s u m B o a r d * – N o m 4 f t ( 1 2 2 c m ) w i d e b y 5 / 8 i n . ( 1 6 m m ) t h i c k a s s p e c i f i e d i n t h e i n d i v i d u a l F l o o r - C e i l i n g D e s i g n . M a x d i a m o f o p e n i n g i s 3 i n . ( 7 6 m m ) . 1 . 1 C h a s e W a l l ( O p t i o n a l , n o t . s h o w n ) – T h e t h r o u g h p e n e t r a n t s ( I t e m N o . 2 ) m a y b e r o u t e d t h r o u g h a f i r e - r a t e d s i n g l e , d o u b l e o r s t a g g e r e d w o o d s t u d / g y p s u m b o a r d c h a s e w a l l h a v i n g a f i r e r a t i n g c o n s i s t e n t w i t h t h a t o f t h e f l o o r - c e i l i n g a s s e m b l y . T h e c h a s e w a l l s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s – N o m 2 i n . b y 6 i n . ( 5 1 m m b y 1 5 2 m m ) o r d o u b l e n o m 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r s t u d s . B . S o l e P l a t e – N o m 2 i n . b y 6 i n . ( 5 1 m m b y 1 5 2 m m ) o r p a r a l l e l 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r p l a t e s , t i g h t l y b u t t e d . M a x d i a m o f o p e n i n g i s 3 i n . ( 7 6 m m ) . C . T o p P l a t e – T h e d o u b l e t o p p l a t e s h a l l c o n s i s t o f t w o n o m 2 i n . b y 6 i n . ( 5 1 m m b y 1 5 2 m m ) o r t w o s e t s o f p a r a l l e l 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r p l a t e s , t i g h t l y b u t t e d . M a x d i a m o f o p e n i n g i s 3 i n . ( 7 6 m m ) . D . G y p s u m B o a r d * – T h i c k n e s s , t y p e , n u m b e r o f l a y e r s a n d f a s t e n e r s s h a l l b e a s s p e c i f i e d i n i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . 2 . C a b l e s – M a x 2 i n . d i a m c a b l e b u n d l e i n s t a l l e d e c c e n t r i c a l l y o r c o n c e n t r i c a l l y w i t h i n o p e n i n g . A n n u l a r s p a c e b e t w e e n c a b l e b u n d l e a n d p e r i p h e r y o f o p e n i n g t o b e m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 i n . ( 0 m m t o 2 5 m m ) . C a b l e b u n d l e t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f w a l l . T h e f o l l o w i n g t y p e s a n d s i z e s o f c a b l e s m a y b e u s e d : A . M a x 2 0 0 p a i r N o . 2 2 A W G ( o r s m a l l e r ) c o p p e r c o n d u c t o r w i t h p o l y v i n y l c h l o r i d e ( P V C ) i n s u l a t i o n a n d j a c k e t i n g m a t e r i a l . B . M a x 1 / C N o . 3 5 0 k c m i l ( o r s m a l l e r ) c o p p e r c o n d u c t o r c a b l e w i t h c r o s s - l i n k e d p o l y e t h y l e n e ( X L P E ) o r P V C j a c k e t . C . M a x 7 / C N o . 1 2 A W G ( o r s m a l l e r ) c o p p e r c o n d u c t o r p o w e r a n d c o n t r o l c a b l e s w i t h X L P E o r P V C i n s u l a t i o n w i t h X L P E o r P V C j a c k e t . D . M a x 3 / C N o . 2 / 0 A W G ( o r s m a l l e r ) c o p p e r o r a l u m i n u m c o n d u c t o r S E R c a b l e s w i t h X L P E o r P V C i n s u l a t i o n a n d j a c k e t . E . M a x 4 / C N o . 2 / 0 A W G ( o r s m a l l e r ) c o p p e r c o n d u c t o r , a l u m i n u m c l a d o r s t e e l c l a d T E C K 9 0 c a b l e w i t h o r w i t h o u t P V C j a c k e t e d . F . M a x 1 1 0 / 1 2 5 f i b e r o p t i c ( F . O . ) c a b l e w i t h P V C i n s u l a t i o n a n d j a c k e t . G . M a x 3 / C w i t h g r o u n d N o . 8 A W G ( o r s m a l l e r ) c o p p e r c o n d u c t o r N M c a b l e w i t h P V C i n s u l a t i o n a n d j a c k e t . H . M a x R G / U c o a x i a l c a b l e w i t h f l u o r i n a t e d e t h y l e n e i n s u l a t i o n a n d j a c k e t . I . M a x 4 p a i r N o . 2 4 A W G ( o r s m a l l e r ) c o p p e r c o n d u c t o r d a t a c a b l e w i t h H y l a r j a c k e t a n d i n s u l a t i o n . J . T h r o u g h P e n e t r a t i n g P r o d u c t * – A n y c a b l e s , A r m o r e d C a b l e + o r M e t a l C l a d C a b l e + c u r r e n t l y C l a s s i f i e d u n d e r t h e T h r o u g h P e n e t r a t i n g P r o d u c t c a t e g o r y . S e e T h r o u g h P e n e t r a t i n g P r o d u c t ( X H L Y ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s 3 . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 3 / 4 i n . ( 1 9 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r s o l e p l a t e . M i n 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n a n n u l u s , f l u s h w i t h b o t t o m s u r f a c e o f c e i l i n g o r t o p p l a t e . M i n 1 / 4 i n . ( 6 m m ) d i a m b e a d o f c a u l k a p p l i e d a t p o i n t c o n t a c t l o c a t i o n s a t c a b l e b u n d l e / f l o o r o r s o l e p l a t e i n t e r f a c e o n t o p s u r f a c e o f f l o o r o r s o l e p l a t e a n d a t c a b l e b u n d l e / c e i l i n g o r t o p p l a t e i n t e r f a c e . 3 M C O M P A N Y – C P 2 5 W B + , I C 1 5 W B + c a u l k o r F B - 3 0 0 0 W T s e a l a n t * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . FC Wood Frame Floor/Ceiling 2000 Series Non-Metallic Pipes Through PenetrationsSystem No. F-C-2396April 25, 2013F Rating – 1 HrT Rating – 1 Hr1.Floor-Ceiling Assembly - The 1 hr fire rated wood joist floor-ceiling assembly shall be constructed of the materials and in the andin the manner specified in the individual L500 Designs in the UL Fire Resistance Directory, as summarized below:A.Flooring System- Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified inthe individual Floor-Ceiling Design. Max diam of opening is 6 in. (152 mm).B.Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses orStructural Wood Members* with bridging as required and with ends firestopped.C.Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Floor-Ceiling Design. Max diamof opening is 6 in. (152 mm).1.1 Chase Wall - (Optional, not shown) - The tubing (Item No. 2) may be routed through a fire-rated single, double or staggered woodstud/gypsum board chase wall having a fire rating consistent with that of the floor ceiling assembly. The chase wall shall beconstructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL FireResistance Directory and shall include the following construction features:A.Studs - Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs.\B.Sole Plate - Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diameter ofopening shall be 1-1/2 in. (38 mm) larger than the outside diam of tubing (Items 2).C.Top Plate - The double top plate shall consist of nom 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 152 mm)lumber plates, tightly butted. Diameter of opening shall be 1-1/2 in. (38 mm) larger than the outside diam of tubing (Items 2).D.Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design.2.Through Penetrant - One nonmetallic pipe or conduit to be centered within the opening. Annular space between the pipe orconduit and the periphery of the opening shall be nom 34 in, (19 mm). Penetrant to be rigidly supported on both sides of floor-ceilingassembly. The following types and sizes of nonmetallic pi[e or conduit may be used:A.Polyvinyl Chloride (PVC) Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use inclosed (process or supply) or vented (drain, waste or vent) piping systems.B.Rigid Nonmetallic Conduit (RNC) + - Nom 4 in. (102 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordancewith the National Electrical Code (NFPA).3.Fill, Void or Cavity Material* - Wrap Strip - Min 316 in. (5 mm) thick intumescent material supplied in 2-1/2 in. (64 mm) wide strips.Single layer of pre-cut wrap tightly wrapped around nonmetallic pipe and secured with the adhesive closure tab. Wrap strip is to berecessed within the opening in the gypsum board ceiling board ceiling such as that the bottom of the wrap strip layer is 78 in. (22mm) below the bottom plane of the ceiling.3M COMPANY3M FIRE PROTECTION PRODUCTS - Fire Barrier Tuck-In Wrap Strip WS 200, WS 300 or WS 4004.Fill, Void, Cavity Material*- Sealant - Min 34 in (19 mm) thickness of fill material applied within the annulus, flush with the topsurface of the floor. Min 58 in. (16 mm) thickness of gill material applied within the annulus, flush with the bottom surface of thegypsum board ceiling.3M COMPANY3M FIRE PROTECTION PRODUCTS - IC 15WB+, cp25WB+ or FB-3000 WT Sealant* Bearing the UL Classification MarkReprinted from the Online Certifications Directory With permission from UL © 2013 UL LLC FC Wood Frame Floor/Ceiling 2000 Series Non-Metallic Pipes Through Penetrations S y s t e m N o . C - A J - 1 0 0 1 10 (254)10 (254)30 (762) 1 ( 2 5 ) 1 ( 2 5 ) C F o r M W M i n C a u l k T h k n s I n . ( m m ) 1 / 2 ( 1 3 ) ( c ) M a r c h 0 5 , 2 0 0 7 F R a t i n g – 3 H r T R a t i n g – 0 H r W R a t i n g – C l a s s 1 ( S e e I t e m 4 ) 1.Floor or Wall Assembly – Min 4-1/2 in. (114 m m ) t h i c k l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e . W a l l may also be constructed of any UL Classified C o n c r e t e B l o c k s * . M a x d i a m o f c i r c u l a r t h r o u g h o p e n i n g i s 3 2 - 1 / 2 i n . ( 8 2 6 m m ) . See Concrete Blocks (CAZT) category in the F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 1.A.Steel Sleeve (Optional, not shown) – Nom 1 2 i n . ( 3 0 5 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 ( o r h e a v i e r ) s t e e l p i p e s l e e v e c a s t i n t o concrete floor or wall. Sleeve to be flush with o r p r o j e c t m a x 2 i n . ( 5 1 m m ) f r o m t o p s u r f a c e o f f l o o r o r f r o m b o t h s u r f a c e s o f w a l l . A s a n alternate, nom 12 in. (305 mm) diam (or smalle r ) s l e e v e f a b r i c a t e d f r o m n o m 0 . 0 1 9 i n . ( 0 . 4 8 m m ) t h i c k g a l v s t e e l c a s t o r g r o u t e d i n t o floor or wall assembly flush with floor or wall su r f a c e s . 2.Through Penetrant – One metallic pipe, cond u i t o r t u b i n g i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . The annular space between pipe, conduit or tu b i n g a n d p e r i p h e r y o f o p e n i n g s h a l l b e m i n o f 0 i n . ( 0 m m , p o i n t c o n t a c t ) t o m a x 1 - 3 / 8 i n . (35 mm). Pipe, conduit or tubing to be rigidly s u p p o r t e d o n b o t h s i d e s o f w a l l a s s e m b l y . T h e f o l l o w i n g t y p e s a n d s i z e s o f m e t a l l i c p i p e s , conduits or tubing may be used:A.Steel Pipe – Nom 30 in. (762 mm) diam ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e . A1. Iron Pipe – Nom 30 in. (762 mm) diam (or s m a l l e r ) c a s t o r d u c t i l e i r o n p i p e . B.Conduit – Nom 6 in. (152 mm) diam (or s m a l l e r ) r i g i d s t e e l c o n d u i t . C.Conduit – Nom 4 in. (102 mm) diam (or s m a l l e r ) s t e e l e l e c t r i c a l m e t a l l i c t u b i n g . 3.Packing Material – Polyethylene backer rod or n o m 1 i n . ( 2 5 m m ) t h i c k n e s s o f t i g h t l y - p a c k e d c e r a m i c ( a l u m i n a s i l i c a ) f i b e r b l a n k e t , mineral wool batt or glass fiber insulation mater i a l u s e d a s a p e r m a n e n t f o r m . P a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r or from both surfaces of solid concrete or conc r e t e b l o c k w a l l a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f c a u l k f i l l m a t e r i a l (Item 4). As an alternate when max pipe size is 1 0 i n . ( 2 5 4 m m ) d i a m a n d w h e n m a x a n n u l a r s p a c e i s 1 i n . ( 2 5 m m ) , a m i n 1 i n . ( 2 5 mm) thickness of tightly-packed ceramic fiber b l a n k e t o r m i n e r a l w o o l b a t t p a c k i n g m a t e r i a l m a y b e r e c e s s e d m i n 1 / 2 i n . ( 1 3 m m ) f r o m bottom surface of floor or from either side of so l i d c o n c r e t e w a l l . 4.Fill, Void or Cavity Materials* – Caulk or Sea l a n t – A p p l i e d t o f i l l t h e a n n u l a r s p a c e t o t h e m i n t h i c k n e s s s h o w n i n t h e f o l l o w i n g t a b l e : (a) BR = Polyethylene backer rod.CF = Ceramic fiber blanket.GF = Glass fiber insulation.MW = Mineral-wool batt.(b) Caulk installed flush with top surfa c e o f f l o o r o r b o t h s u r f a c e s o f w a l l . (c) Caulk installed flush with bottom s u r f a c e o f f l o o r o r o n e s u r f a c e o f s o l i d ( n o n - c o n c r e t e b l o c k ) w a l l . 3M COMPANY – CP 25WB+ or FB-3 0 0 0 W T (Note: W Rating app l i e s o n l y w h e n F B - 3 0 0 0 W T i s u s e d o n t o p s u r f a c e o f f l o o r a n d w h e n i t l a p s onto concrete for sle e v e d o p e n i n g . ) Max PipeDiam In.(mm) M a x A n n u l a r S p a c e I n . ( m m ) 2 - 1 / 2 ( 6 4 ) P a c k i n g M t l T y p e ( a ) B R , C F , G F , o r M W B R , C F , G F , o r M W 1 / 2 ( 1 3 ) ( b ) 1 ( 2 5 ) ( b ) *Bearing the UL Classification MarkingThis material was extracted and drawn by 3M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . CAJ Concrete 1000 Series Metallic Pipes Through Penetrations S y s t e m N o . C - A J - 1 4 2 8 1 . F l o o r o r W a l l A s s e m b l y – M i n 2 - 1 / 2 i n . ( 6 4 m m ) t h i c k r e i n f o r c e d l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m 3 ) c o n c r e t e f l o o r s o r m i n 3 i n . ( 7 6 m m ) t h i c k r e i n f o r c e d l i g h t w e i g h t o r n o r m a l w e i g h t c o n c r e t e w a l l s . F l o o r a s s e m b l y m a y a l s o b e c o n s t r u c t e d o f a n y m i n 6 i n . ( 1 5 2 m m ) t h i c k U L C l a s s i f i e d h o l l o w - c o r e P r e c a s t C o n c r e t e U n i t s * . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g 1 2 i n . ( 3 0 5 m m ) . M a x d i a m o f o p e n i n g i n f l o o r s c o n s t r u c t e d o f h o l l o w - c o r e c o n c r e t e i s 7 i n . ( 1 7 8 ) . S e e C o n c r e t e B l o c k s ( C A Z T ) a n d P r e c a s t C o n c r e t e U n i t s ( C F T V ) c a t e g o r i e s i n F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2 . S t e e l S l e e v e ( O p t i o n a l ) – N o m 1 0 i n . ( 2 5 4 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l s l e e v e c a s t o r g r o u t e d i n t o f l o o r o r w a l l a s s e m b l y . S t e e l s l e e v e m a y b e i n s t a l l e d f l u s h o r m a y p r o j e c t m a x 2 i n . ( 5 1 m m ) b e y o n d t h e f l o o r o r w a l l s u r f a c e s . 3 . T h r o u g h P e n e t r a n t s – O n e o r m o r e m e t a l l i c p i p e s , c o n d u i t s , t u b e s o r f l e x i b l e m e t a l p i p e s i n s t a l l e d c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n o p e n i n g . A n n u l a r s p a c e b e t w e e n p e n e t r a n t s a n d p e r i p h e r y o f o p e n i n g o r s l e e v e s h a l l b e m i n o f 0 i n . ( p o i n t c o n t a c t ) t o m a x 2 - 1 / 2 i n . ( 0 m m t o m a x 6 4 m m ) . T h e s p a c e b e t w e e n p e n e t r a n t s s h a l l b e m i n o f 1 / 4 i n . t o m a x 2 - 1 / 2 i n . ( 6 m m t o m a x 6 4 m m ) . P e n e t r a n t s t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . T h e f o l l o w i n g t y p e s a n d s i z e s o f p e n e t r a n t s m a y b e u s e d : A . S t e e l P i p e - N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e . B . I r o n P i p e – N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) c a s t o r d u c t i l e i r o n p i p e . C . C o n d u i t – N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) s t e e l c o n d u i t o r s t e e l e l e c t r i c a l m e t a l l i c t u b i n g . D . C o p p e r T u b i n g – N o m 3 i n . ( 7 6 m m ) d i a m ( o r s m a l l e r ) T y p e L ( o r h e a v i e r ) c o p p e r t u b i n g . E . C o p p e r P i p e – N o m 3 i n . ( 7 6 m m ) d i a m ( o r s m a l l e r ) R e g u l a r ( o r h e a v i e r ) c o p p e r p i p e . F . T h r o u g h P e n e t r a t i n g P r o d u c t * – F l e x i b l e M e t a l P i p i n g – T h e f o l l o w i n g t y p e s o f s t e e l f l e x i b l e m e t a l g a s p i p i n g m a y b e u s e d : 1 . N o m 2 i n . ( 5 1 m m ) d i a m ( o r s m a l l e r ) s t e e l f l e x i b l e m e t a l g a s p i p i n g . P l a s t i c c o v e r i n g o n p i p i n g m a y o r m a y n o t b e r e m o v e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . O M E G A F L E X I N C . 2 . N o m 1 i n . ( 2 5 m m ) d i a m ( o r s m a l l e r ) s t e e l f l e x i b l e m e t a l g a s p i p i n g . P l a s t i c c o v e r i n g o n p i p i n g m a y o r m a y n o t b e r e m o v e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . T I T E F L E X C O R P , A B U N D Y C O . 3 . N o m 1 i n . ( 2 5 m m ) d i a m ( o r s m a l l e r ) s t e e l f l e x i b l e m e t a l g a s p i p i n g . P l a s t i c c o v e r i n g o n p i p i n g m a y o r m a y n o t b e r e m o v e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . W A R D M F G I N C . 3 . F i r e s t o p S y s t e m – T h e d e t a i l s o f t h e f i r e s t o p s y s t e m s h a l l b e a s f o l l o w s : A . P a c k i n g M a t e r i a l – M i n 3 i n . ( 7 6 m m ) t h i c k n e s s o f m i n 4 p c f ( 6 4 k g / m ³ ) m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a p e r m a n e n t f o r m . P a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r o r t o p e d g e o f s l e e v e o r f r o m b o t h s u r f a c e s o f w a l l o r b o t h e n d s o f s l e e v e a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . I n f l o o r s c o n s t r u c t e d o f h o l l o w - c o r e c o n c r e t e , p a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p a n d b o t t o m s u r f a c e s o f f l o o r o r s l e e v e a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . B . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 1 / 2 i n . - ( 1 3 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r t o p e d g e o f s l e e v e o r w i t h b o t h s u r f a c e s o f w a l l o r b o t h e n d s o f s l e e v e s . I n f l o o r s c o n s t r u c t e d o f h o l l o w - c o r e c o n c r e t e , m i n 1 / 2 i n . ( 1 3 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p a n d b o t t o m s u r f a c e s o f f l o o r o r s l e e v e . M i n 1 / 4 i n . ( 6 m m ) d i a m b e a d o f c a u l k a p p l i e d t o t h e p e n e t r a n t / c o n c r e t e o r p e n e t r a n t / s l e e v e i n t e r f a c e a t t h e p o i n t c o n t a c t l o c a t i o n o n t h e t o p s u r f a c e o f f l o o r o r b o t h s u r f a c e s o f w a l l o r h o l l o w - c o r e c o n c r e t e . 3 M C O M P A N Y – I C 1 5 W B + , C P 2 5 W B + c a u l k o r F B - 3 0 0 0 W T s e a l a n t . ( N o t e : W R a t i n g a p p l i e s o n l y w h e n F B - 3 0 0 0 W T i s u s e d . ) * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 6 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . M a y 1 8 , 2 0 0 5 F R a t i n g – 2 H r T R a t i n g – 0 H r W R a t i n g – C l a s s I ( S e e I t e m 4 ) CAJ Concrete 2000 Series Non-Metallic Pipes Through Penetrations S y s t e m N o . C - A J - 2 2 1 3 1 . F l o o r o r W a l l A s s e m b l y – M i n 4 - 1 / 2 i n . ( 1 1 4 m m ) t h i c k r e i n f o r c e d l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g i s 3 i n . ( 7 6 m m ) . S e e C o n c r e t e B l o c k s ( C A Z T ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2 . C r o s s l i n k e d P o l y e t h y l e n e ( P E X ) T u b i n g – N o m 1 i n . ( 2 5 m m ) d i a m ( o r s m a l l e r ) S D R 9 P E X t u b i n g f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) p i p i n g s y s t e m s i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . T h e a n n u l a r s p a c e b e t w e e n t u b i n g a n d p e r i p h e r y o f o p e n i n g s h a l l b e m i n o f 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 - 7 / 8 i n . ( 0 m m t o m a x 4 8 m m ) . T u b i n g t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . 3 . F i r e s t o p S y s t e m – T h e d e t a i l s o f t h e f i r e s t o p s y s t e m s h a l l b e a s f o l l o w s : A . P a c k i n g M a t e r i a l – M i n 2 i n . ( 5 1 m m ) t h i c k n e s s o f m i n 4 p c f ( 6 4 k g / m ³ ) m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a p e r m a n e n t f o r m . P a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r o r f r o m b o t h s u r f a c e s o f w a l l a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . B . F i l l , V o i d o r C a v i t y M a t e r i a l * – C a u l k o r S e a l a n t – M i n 1 / 2 i n . ( 1 3 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r w i t h b o t h s u r f a c e s o f w a l l . M i n 1 / 2 i n . ( 1 3 m m ) d i a m b e a d o f c a u l k a p p l i e d t o t h e c o n c r e t e / t u b i n g i n t e r f a c e a t t h e p o i n t c o n t a c t l o c a t i o n o n t h e t o p s u r f a c e o f f l o o r o r b o t h s u r f a c e s o f w a l l . 3 M C O M P A N Y – C P 2 5 W B + , I C 1 5 W B + - c a u l k o r F B - 3 0 0 0 W T s e a l a n t . ( N o t e : W R a t i n g a p p l i e s o n l y w h e n F B - 3 0 0 0 W T s e a l a n t i s u s e d . ) * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k R e p r i n t e d f r o m t h e O n l i n e C e r t i f i c a t i o n s D i r e c t o r y w i t h p e r m i s s i o n f r o m U n d e r w r i t e r s L a b o r a t o r i e s I n c . C o p y r i g h t © 2 0 1 1 U n d e r w r i t e r s L a b o r a t o r i e s I n c . ® M a y 1 8 , 2 0 0 5 F R a t i n g – 2 H r T R a t i n g – 2 H r W R a t i n g – C l a s s I ( S e e I t e m 3 ) A 4 . 6 a TYPICAL PENETRATION DETAILS PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A4-6-PEN.dwg R E V I S I O N S 3520 N UNIVERSITY AVENUE #200, PROVO UT 84604 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM D R A W N B Y THESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT - COPYRIGHT © 2014 BY HARRIS ARCHITECTURE - ALL RIGHTS RESERVED 0 5 / 0 4 / 2 3 CAJ Concrete 2000 Series Non-Metallic Pipes Through PenetrationsSystem No. C-AJ-2278August 23, 2004F Rating – 2 HrT Rating – 0 HrW Rating – Class I (See Item 3)1.Floor or Wall Assembly – Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also beconstructed of any UL Classified Concrete Blocks*. Max diam of opening is 4 in.See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2.Through Penetrants – One nonmetallic pipe or conduit to be installed concentrically within the firestop system. The annular spacebetween the pipe or conduit and the periphery of the opening shall be 1/4 in. Pipe or conduit to be rigidly supported on both sides ofthe floor or wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used:A.Polyvinyl Chloride (PVC) Pipe Pipe – Nom 3 in. diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use inclosed (process or supply) or vented (drain, waste or vent) piping systems.B.Rigid Nonmetallic Conduit++ – Nom 3 in. diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 ofthe National Electrical Code (NFPA No. 70).C.Chlorinated Polyvinyl Chloride (CPVC) Pipe – Nom 3 in. diam (or smaller) SDR13.5 CPVC pipe for use in closed (process orsupply) piping systems.D.Acrylonitrile Butadiene Styrene (ABS) Pipe – Nom 3 in. diam (or smaller) Schedule 40 solid core or cellular core ABS pipe foruse in closed (process or supply) or vented (drain, waste or vent) piping systems.3.Firestop System – The firestop system shall consist of the following:A.Fill, Void or Cavity Materials* – Wrap Strip – Min 1/8 in. thick intumescent material supplied in 2 in. wide strips. Wrap striptightly wrapped around nonmetallic pipe with continuous layers and secured with two 1/4 in. wide bands of filament tape placed 1/2in. from bottom and top of wrap strip. The layers of wrap strip are to be recessed within the opening such that the top of the wrapstrip layers is 14 in.below top surface of floor. For wall assemblies, wrap strip layers to be installed on both sides of wall andrecessed within wall such that the end of the layers is recessed 1/4 in. from both surfaces of wall. For nom 2 in. diam (and smaller)pipes, one layer is required. For nom 2-1/2 in. and 3 in. diam pipes, two layers are required.3M COMPANY – Ultra GSB.Fill, Void or Cavity Materials* – Sealant – Min 1/4 in. thickness of sealant applied within annular space, flush with top surface offloor or both surfaces of wall.3M COMPANY – FB-1000 NS, FB-1003 SL or FB-3000 WT sealant.*Bearing the UL Classification Mark++Bearing the UL Listing MarkReprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 UnderwritersLaboratories Inc.® CAJ Concrete 3000 Series CABLES Through Penetrations S y s t e m N o . C - A J - 3 0 2 1 M a r c h 2 8 , 2 0 1 2 A N S I / U L 1 4 7 9 ( A S T M E 8 1 4 ) C A N / U L C S 1 1 5 F R a t i n g – 2 H r T R a t i n g – 0 H r F R a t i n g – 2 H r F T R a t i n g – 0 H r F H R a t i n g – 2 H r F T H R a t i n g – 0 H r 1.Floor or Wall Assembly – Min 4-1/2 in. (114 m m ) t h i c k l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m 3 ) c o n c r e t e . Wall may also be constructed of any UL Class i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g i s 6 - 1 / 4 i n . ( 1 5 9 m m ) . See Concrete Blocks* (CAZT) category in th e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 1A.Steel Sleeve – (Optional, Not Shown) – Nom 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e s l e e v e c a s t i n t o floor or wall assembly. Sleeve to be flush with f l o o r o r w a l l s u r f a c e s . 2.Cables – Min 12 percent to max 40 percent fill a r e a p e r m a x 4 i n . ( 1 0 2 m m ) d i a m s t e e l s l e e v e d t h r o u g h o p e n i n g . M i n 2 0 p e r c e n t t o max 40 percent fill area per max 6-1/4 in. (159 m m ) d i a m n o n - s l e e v e d t h r o u g h o p e n i n g . C a b l e s t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s of floor or wall assembly. The following types a n d s i z e s o f c a b l e s m a y b e u s e d : A.Max 7/C No. 12 AWG multiple copper cond u c t o r p o w e r a n d c o n t r o l c a b l e s w i t h p o l y v i n y l c h l o r i d e ( P V C ) i n s u l a t i o n a n d j a c k e t materials.B.Multiple fiber optical communication cables j a c k e t e d w i t h P V C a n d h a v i n g a m a x o u t s i d e d i a m o f 3 / 4 i n . C.Max 200 pair No. 24 AWG copper conduct o r t e l e p h o n e c a b l e s w i t h P V C i n s u l a t i o n a n d j a c k e t m a t e r i a l s . D.Max 350 kcmil power cables with PVC insu l a t i o n a n d j a c k e t m a t e r i a l . 3.Packing Material – Nom 1 in. (25 mm) thickn e s s o f c e r a m i c ( a l u m i n u m s i l i c a ) f i b e r b l a n k e t o r m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y packed into opening as a permanent form. Pa c k i n g m a t e r i a l t o b e r e c e s s e d m i n 1 i n . ( 2 5 m m ) f r o m t o p s u r f a c e o f f l o o r o r s l e e v e o r from both surfaces of wall.3A.Forming Material* – As an alternate to the pa c k i n g m a t e r i a l i n I t e m 3 , n o m 4 i n . ( 1 0 2 m m ) w i d e s t r i p s o f m i n 1 / 2 i n ( 1 3 M M ) t h i c k compressible mat to be stacked to a thickness g r e a t e r t h a n t h e w i d t h o f t h e a n n u l a r s p a c e a n d c o m p r e s s i o n - f i t t e d , e d g e - f i r s t , t o f i l l the annular space to a min 4 in. (102 mm) dep t h . A s a n o p t i o n , t h e s t r i p s o f m i n 1 / 2 i n . ( 1 3 m m ) t h i c k c o m p r e s s i b l e m a t m a y b e f o l d e d in half, lengthwise, and stacked to a thickness g r e a t e r t h a n t h e w i d t h o f t h e a n n u l a r s p a c e a n d c o m p r e s s i o n - f i t t e d , e d g e - f i r s t , t o f i l l t h e annular space to a min 2 in. (51 mm) depth. T o p o f f o r m i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r o r f r o m b o t h s u r f a c e s o f wall as necessary to accommodate the requir e d t h i c k n e s s o f c a u l k f i l l m a t e r i a l . 3M COMPANY3M FIRE PROTECTION PRODUCTS – Fire B a r r i e r P a c k i n g M a t e r i a l 4.Fill, Void, or Cavity Materials* – Putty – Molda b l e p u t t y m a t e r i a l k n e a d e d b y h a n d a n d a p p l i e d t o f i l l a n n u l a r s p a c e ( a n d i n t e r s t i c e s b e t w e e n cables to max extent possible) to a min depth of 1 i n . ( 2 5 m m ) , f l u s h w i t h t o p s u r f a c e o f f l o o r o r s l e e v e I n w a l l a s s e m b l i e s , r e q u i r e d p u t t y depth to be installed symmetrically on both sides o f w a l l . 3M COMPANY3M FIRE PROTECTION PRODUCTS – Type M P S - 2 + *Bearing the UL Classification MarkReprinted from the Online C e r t i f i c a t i o n s D i r e c t o r y w i t h p e r m i s s i o n f r o m U L © 2 0 1 3 U L L L C CAJ Concrete 3000 Series CABLES Through Penetrations S y s t e m N o . C - A J - 3 1 6 4 M a y 2 2 , 2 0 0 9 F R a t i n g – 2 H r T R a t i n g – 0 H r 1 . F l o o r o r W a l l A s s e m b l y – M i n 4 - 1 / 2 i n . ( 1 1 4 m m ) t h i c k r e i n f o r c e d l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g i s 4 i n . ( 1 0 2 m m ) . S e e C o n c r e t e B l o c k s ( C A Z T ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2 . C a b l e s – A g g r e g a t e c r o s s - s e c t i o n a l a r e a o f c a b l e s i n o p e n i n g t o b e m i n 2 4 p e r c e n t t o m a x 6 0 p e r c e n t o f t h e c r o s s - s e c t i o n a l a r e a i n s i d e t h e o p e n i n g . T h e a n n u l a r s p a c e b e t w e e n c a b l e s a n d p e r i p h e r y o f o p e n i n g s h a l l b e m i n o f 0 i n . ( p o i n t c o n t a c t ) t o m a x 2 i n . ( 0 m m t o 5 1 m m ) . C a b l e s t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . A n y c o m b i n a t i o n o f t h e f o l l o w i n g t y p e s a n d s i z e s o f c a b l e m a y b e u s e d : A . M a x 1 / C 3 5 0 k c m i l ( o r s m a l l e r ) c o p p e r c o n d u c t o r c a b l e w i t h c r o s s - l i n k e d p o l y e t h y l e n e ( X L P E ) j a c k e t . B . M a x 2 5 0 p a i r N o . 2 4 A W G c o p p e r c o n d u c t o r t e l e c o m m u n i c a t i o n c a b l e s w i t h p o l y v i n y l c h l o r i d e ( P V C ) i n s u l a t i o n a n d j a c k e t . C . M a x 7 / C N o . 1 2 A W G c o p p e r c o n d u c t o r p o w e r a n d c o n t r o l c a b l e s w i t h X L P E o r P V C i n s u l a t i o n w i t h X L P E o r P V C j a c k e t . D . M a x 3 / C N o . 2 / 0 A W G c o p p e r o r a l u m i n u m c o n d u c t o r c a b l e s w i t h P V C i n s u l a t i o n a n d j a c k e t . E . M a x 3 / C N o . 2 / 0 ( o r s m a l l e r ) c o p p e r c o n d u c t o r P V C j a c k e t e d a l u m i n u m c l a d o r s t e e l c l a d T E K c a b l e . F . M a x 1 - 1 0 / 1 2 5 F i b e r O p t i c ( F . O . ) c a b l e w i t h P V C i n s u l a t i o n a n d j a c k e t . G . M a x 3 / C w i t h g r o u n d N o . 1 2 A W G ( o r s m a l l e r ) c o p p e r c o n d u c t o r N M c a b l e w i t h P V C i n s u l a t i o n a n d j a c k e t . H . M a x 3 / C N o . 2 / 0 A W G c o p p e r c o n d u c t o r X H H W - 2 w / g r d a l u m i n u m i n t e r l o c k e d a r m o r c a b l e w i t h o r w i t h o u t P V C j a c k e t . S E R V I C E W I R E C O I . M a x 3 / C N o . 2 / 0 A W G c o p p e r c o n d u c t o r X H H W - 2 w / g r d t r a y c a b l e . S E R V I C E W I R E C O 3 . F i r e s t o p S y s t e m – T h e d e t a i l s o f t h e f i r e s t o p s y s t e m s h a l l b e a s f o l l o w s : A . P a c k i n g M a t e r i a l – M i n 3 i n . ( 7 6 m m ) t h i c k n e s s o f m i n 4 p c f ( 6 4 k g / m ³ ) m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a p e r m a n e n t f o r m . P a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r o r f r o m b o t h s u r f a c e s o f w a l l a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l B . F i l l V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 1 / 2 i n . ( 1 3 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r w i t h b o t h s u r f a c e s o f w a l l . M i n 1 / 2 ( 1 3 m m ) i n . t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d i n t o i n t e r s t i c e s o f c a b l e s o n t h e t o p s u r f a c e o f f l o o r o r b o t h s u r f a c e s o f w a l l . M i n 1 / 2 i n . ( 1 3 m m ) d i a m b e a d o f c a u l k a p p l i e d t o t h e c a b l e / c o n c r e t e i n t e r f a c e a t t h e p o i n t c o n t a c t l o c a t i o n o n t h e t o p s u r f a c e o f f l o o r o r b o t h s u r f a c e s o f w a l l . 3 M C O M P A N Y – F D - 1 5 0 + , C P 2 5 W B + , I C 1 5 W B + c a u l k o r F B - 3 0 0 0 W T s e a l a n t * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 9 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . WL Gypsum 1000 Series Metallic Pipes Through Penetrations S y s t e m N o . W - L - 1 1 4 6 S e p t e m b e r 0 3 , 2 0 0 4 F R a t i n g s – 1 a n d 2 H r ( S e e I t e m 1 ) T R a t i n g – 0 H r 1 . W a l l A s s e m b l y – T h e 1 o r 2 h r f i r e r a t e d g y p s u m w a l l b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r d e s c r i b e d i n t h e i n d i v i d u a l U 3 0 0 o r U 4 0 0 S e r i e s W a l l o r P a r t i t i o n D e s i g n i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s – W a l l f r a m i n g m a y c o n s i s t o f e i t h e r w o o d s t u d s o r s t e e l c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r s p a c e d 1 6 i n . ( 4 0 6 m m ) O C . S t e e l s t u d s t o b e m i n 3 - 1 / 2 i n . ( 8 9 m m ) w i d e a n d s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . W h e n s t e e l s t u d s a r e u s e d a n d t h e d i a m o f o p e n i n g e x c e e d s t h e w i d t h o f s t u d c a v i t y , t h e o p e n i n g s h a l l b e f r a m e d o n a l l s i d e s u s i n g l e n g t h s o f s t e e l s t u d i n s t a l l e d b e t w e e n t h e v e r t i c a l s t u d s a n d s c r e w - a t t a c h e d t o t h e s t e e l s t u d s a t e a c h e n d . T h e f r a m e d o p e n i n g i n t h e w a l l s h a l l b e 4 i n . t o 6 i n . ( 1 0 2 t o 1 5 2 m m ) w i d e r a n d 4 i n . t o 6 i n . ( 1 0 2 t o 1 5 2 m m ) h i g h e r t h a n t h e d i a m o f t h e p e n e t r a t i n g i t e m s u c h t h a t , w h e n t h e p e n e t r a t i n g i t e m i s c e n t e r e d i n t h e o p e n i n g , a 2 i n . t o 3 i n . ( 5 1 m m t o 7 6 m m ) c l e a r a n c e i s p r e s e n t b e t w e e n t h e p e n e t r a t i n g i t e m a n d t h e f r a m i n g i n a l l f o u r s i d e s . B . G y p s u m B o a r d * – T h e g y p s u m w a l l b o a r d t y p e , t h i c k n e s s , n u m b e r o f l a y e r s , f a s t e n e r t y p e a n d s h e e t o r i e n t a t i o n s h a l l b e a s s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 o r U 4 0 0 S e r i e s D e s i g n i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y . M a x d i a m o f o p e n i n g i s 2 6 i n . ( 6 6 0 m m ) f o r s t e e l s t u d w a l l s . M a x d i a m o f o p e n i n g i s 1 4 - 1 / 2 i n . ( 3 6 8 m m ) f o r w o o d s t u d w a l l s . T h e h o u r l y F R a t i n g o f t h e f i r e s t o p s y s t e m i s e q u a l t o t h e h o u r l y f i r e r a t i n g o f t h e w a l l a s s e m b l y i n w h i c h i t i s i n s t a l l e d . 2 . T h r o u g h P e n e t r a n t – O n e m e t a l l i c p i p e , c o n d u i t o r t u b i n g i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . T h e a n n u l a r s p a c e b e t w e e n p i p e , c o n d u i t o r t u b i n g a n d p e r i p h e r y o f o p e n i n g s h a l l b e m i n o f 0 i n . ( p o i n t c o n t a c t ) t o m a x 2 i n . ( 0 m m t o 5 1 m m ) . P i p e , c o n d u i t o r t u b i n g t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f w a l l a s s e m b l y . T h e f o l l o w i n g t y p e s a n d s i z e s o f m e t a l l i c p i p e s , c o n d u i t s o r t u b i n g m a y b e u s e d : A . S t e e l P i p e – N o m 2 4 i n . ( 6 1 0 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e . B . I r o n P i p e – N o m 2 4 i n . ( 6 1 0 m m ) d i a m ( o r s m a l l e r ) s e r v i c e w e i g h t ( o r h e a v i e r ) c a s t i r o n s o i l p i p e , n o m 1 2 i n ( 3 0 5 m m ) d i a m ( o r s m a l l e r ) o r C l a s s 5 0 ( o r h e a v i e r ) d u c t i l e i r o n p r e s s u r e p i p e . C . C o n d u i t – N o m 6 i n . ( 1 5 2 m m ) d i a m ( o r s m a l l e r ) s t e e l c o n d u i t o r n o m 4 i n ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) s t e e l e l e c t r i c a l m e t a l l i c t u b i n g D . C o p p e r T u b i n g – N o m 6 i n . ( 1 5 2 m m ) d i a m ( o r s m a l l e r ) T y p e L ( o r h e a v i e r ) c o p p e r t u b i n g E . C o p p e r P i p e – N o m 6 i n . ( 1 5 2 m m ) d i a m ( o r s m a l l e r ) R e g u l a r ( o r h e a v i e r ) c o p p e r p i p e . 3 . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h b o t h s u r f a c e s o f w a l l . M i n 1 / 2 i n . ( 1 3 m m ) d i a m b e a d o f c a u l k a p p l i e d t o t h e p e n e t r a n t / w a l l b o a r d i n t e r f a c e a t t h e p o i n t c o n t a c t l o c a t i o n o n b o t h s i d e s o f w a l l . 3 M C O M P A N Y – C P 2 5 W B + c a u l k o r F B - 3 0 0 0 W T s e a l a n t . * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . WL Gypsum 1000 Series Metallic Pipes Through PenetrationsSystem No. W-L-1287May 19, 2005F Ratings – 1 & 2 Hr (See Item 1)T Ratings – 0 & 1/4 Hr (See Item 1)1.Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall includethe following construction features:A.Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mmby 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide spaced max 24 in. (610 mm) OC.B.Gypsum Board* – The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specifiedin the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 8 in. (203 mm)The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.The hourly T Rating is 0 and 1/4 Hr for 1 and 2 Hr rated assemblies, respectively.2.Through Penetrants – One or more metallic pipes, conduits, tubes or flexible metal pipes installed concentrically or eccentricallywithin opening. Annular space between penetrants and periphery of opening to be min 0 in. (point contact) to max 2 in. (0 mm to max51 mm). Space between penetrants to be min 1/4 in. to max 2 in. (6 mm to max 51 mm). Penetrants to be rigidly supported on bothsides of wall. The following types and sizes of penetrants may be used:A.Steel Pipe – Nom 3 in. (76 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.B.Iron Pipe – Nom 3 in. (76 mm) diam (or smaller) cast or ductile iron pipe.C.Conduit – Nom 3 in. (76 mm) diam (or smaller) steel conduit or steel electrical metallic tubing.D.Copper Tubing – Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing.E.Copper Pipe – Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe.F.Through Penetrating Product* – Flexible Metal Piping – The following types of steel flexible metal gas piping may be used:1.Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed onboth sides of floor or wall assembly.OMEGA FLEX INC.2.Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed onboth sides of floor or wall assembly.TITEFLEX CORP, A BUNDY CO3.Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed onboth sides of floor or wall assembly.WARD MFG INC.3.Fill, Void or Cavity Material* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with bothsurfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sidesof wall.3M COMPANY – IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant.*Bearing the UL Classification MarkingThis material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. U L S y s t e m N o . W - L - 1 3 5 3 M a y 0 2 , 2 0 1 7 ANSI/UL1479 (AST M E 8 1 4 ) F Ratings – 1 and 2 Hr (See Ite m 1 ) T Rating – 0 Hr C A N / U L C S 1 1 5 F R a t i n g s – 1 a n d 2 H r ( S e e I t e m 1 ) F T R a t i n g – 0 H r F H R a t i n g s – 1 a n d 2 H r ( S e e I t e m 1 ) F T H R a t i n g – 0 H r XHE Z – T h r o u g h - p e n e t r a t i o n F i r e s t o p S y s t e m s XHEZ7 – Throu g h - p e n e t r a t i o n F i r e s t o p S y s t e m s C e r t i f i e d f o r C a n a d a WL Gypsum 1000 Series Metallic Pipes Through Penetrations 1.Wall Assembly – The 1 or 2 hr fire rated gyp s u m b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r specified in the individual U300, U400 or V40 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e the following construction features:A.Studs – Wall framing may consist of eithe r w o o d s t u d s o r s t e e l c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 b y 4 i n . ( 5 1 b y 1 0 2 mm)(or larger) lumber spaced 16 in. (406 m m ) O C . S t e e l s t u d s t o b e m i n 3 - 1 / 2 i n . ( 8 9 m m ) w i d e a n d s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) OC.B.Gypsum Board* – Thickness, type, numb e r o f l a y e r s a n d f a s t e n e r s a s r e q u i r e d i n t h e i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . M a x diam. of opening is 3-1/2 in. (89 mm).The hourly F Rating of the firestop system is e q u a l t o t h e h o u r l y f i r e r a t i n g o f t h e w a l l a s s e m b l y i n w h i c h i t i s i n s t a l l e d . 2.Metallic Pipe – Metallic pipe, tube or conduit i n s t a l l e d w i t h i n t h e s t u d c a v i t y a n d c o n n e c t e d t o m e t a l l i c t e e f o r u s e i n c l o s e d ( p r o c e s s or supply) or vented (drain, waste or vent) pip i n g s y s t e m s . P i p e , t u b e o r c o n d u i t p e n e t r a t i n g w a l l a s s e m b l y o n o n e s i d e o f w a l l t o b e installed either concentrically or eccentrically w i t h t h e a n n u l a r s p a c e b e t w e e n t h e p e n e t r a n t a n d t h e p e r i p h e r y o f o p e n i n g o f m i n 0 i n . ( 0 mm, point contact) to max 1 in. (25 mm). T h e f o l l o w i n g t y p e s o f m e t a l l i c p i p e s , t u b e s , c o n d u i t s a n d t e e s m a y b e u s e d : A.Steel Pipe – Nom 2 in. (51 mm) diam (or s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e . B.Iron Pipe – Nom 2 in. (51 mm) diam (or s m a l l e r ) c a s t o r d u c t i l e i r o n p i p e . C.Copper Tubing – Nom 2 in. (51 mm) dia m ( o r s m a l l e r ) T y p e L ( o r h e a v i e r ) c o p p e r t u b i n g . D.Copper Pipe – Nom 2 in. (51 mm) diam ( o r s m a l l e r ) R e g u l a r ( o r h e a v i e r ) c o p p e r p i p e . E.Conduit – Nom 2 in. (51 mm) diam (or sm a l l e r ) r i g i d s t e e l c o n d u i t o r e l e c t r i c a l m e t a l l i c s t e e l t u b i n g ( E M T ) . 2A.Conduit Body* – (Not Shown) - When a steel c o n d u i t o r E M T i s u s e d , n o m 2 i n . s i z e ( o r s m a l l e r ) s t e e l c o n d u i t b o d y w i t h s t e e l f i t t i n g s as an alternate to the metallic tee. Refer to C o n d u i t F i t t i n g s ( D W T T ) c a t e g o r y i n t h e U L E l e c t r i c a l C o n s t r u c t i o n D i r e c t o r y . 3.Fill, Void or Cavity Material* – Caulk – Min 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h s u r f a c e o f wall. At the point contact location between du c t a n d w a l l b o a r d , a m i n 1 / 2 i n . ( 1 3 m m ) d i a m b e a d o f s e a l a n t s h a l l b e a p p l i e d a t t h e wallboard/duct interface on both surfaces of w a l l a s s e m b l y . 3M COMPANY – IC 15WB+ caulk, CP 25 W B + c a u l k o r F B - 3 0 0 0 W T S e a l a n t WL Gypsum 1000 Series Metallic Pipes Through Penetrations S y s t e m N o . W - L - 2 0 8 8 1 / 2 t o 3 ( 1 3 t o 7 6 ) 1 / 2 t o 1 - 1 / 4 ( 1 3 t o 3 2 ) 1 / 2 t o 1 - 1 / 4 ( 1 3 t o 3 2 ) 1 / 2 t o 1 - 1 / 4 ( 1 3 t o 3 2 ) 2 ( 5 1 ) 2 ( 5 1 ) 1 c 1 2 2 1 2 v c v v v 1 1 2 1 0 0 M a y 2 3 , 2 0 0 5 F R a t i n g s – 1 a n d 2 H r ( S e e I t e m 1 ) T R a t i n g s – 0 , 1 a n d 2 H r ( S e e I t e m 2 ) 1 . W a l l A s s e m b l y – T h e 1 o r 2 h r f i r e r a t e d g y p s u m b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 , U 4 0 0 o r V 4 0 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s – W a l l f r a m i n g m a y c o n s i s t o f e i t h e r w o o d s t u d s o r s t e e l c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r s p a c e d 1 6 i n . ( 4 0 6 m m ) O C . S t e e l s t u d s t o b e m i n 3 - 1 / 2 i n . ( 8 9 m m ) w i d e a n d s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . B . G y p s u m B o a r d * – T h i c k n e s s , t y p e ` , n u m b e r o f l a y e r s a n d f a s t e n e r s a s r e q u i r e d i n t h e i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . D i a m o f o p e n i n g s h a l l b e 7 / 8 i n . ( 2 2 m m ) l a r g e r t h a n t h e o u t s i d e d i a m o f n o n m e t a l l i c p i p e o r c o n d u i t ( I t e m 2 ) . T h e h o u r l y F R a t i n g o f t h e f i r e s t o p s y s t e m i s e q u a l t o t h e h o u r l y f i r e r a t i n g o f t h e w a l l a s s e m b l y i n w h i c h i t i s i n s t a l l e d . 2 . T h r o u g h P e n e t r a n t s – O n e n o n m e t a l l i c p i p e o r c o n d u i t t o b e i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . T h e a n n u l a r s p a c e f o r m a x 1 - 1 / 4 i n . ( 3 2 m m ) d i a m p i p e o r c o n d u i t s h a l l b e m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 7 / 8 i n . ( 0 m m t o m a x 2 2 m m ) . T h e a n n u l a r s p a c e f o r p i p e o r c o n d u i t l a r g e r t h a n n o m 1 - 1 / 4 i n . ( 3 2 m m ) . d i a m s h a l l b e m i n 1 / 2 i n . t o m a x 1 i n . ( 1 3 m m t o m a x 2 5 m m ) . P i p e o r c o n d u i t t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f w a l l a s s e m b l y . T h e f o l l o w i n g t y p e s a n d s i z e s o f n o n m e t a l l i c p i p e s o r c o n d u i t s m a y b e u s e d : A . P o l y v i n y l C h l o r i d e ( P V C ) P i p e – N o m 2 i n . ( 5 1 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 s o l i d c o r e o r c e l l u l a r c o r e P V C p i p e f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) o r v e n t e d ( d r a i n , w a s t e o r v e n t ) p i p i n g s y s t e m . B . P o l y v i n y l C h l o r i d e ( P V C ) P i p e – N o m 3 i n . ( 7 6 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 s o l i d c o r e P V C p i p e f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) p i p i n g s y s t e m . C . C h l o r i n a t e d P o l y v i n y l C h l o r i d e ( C P V C ) P i p e – N o m 3 i n . ( 7 6 m m ) d i a m ( o r s m a l l e r ) S D R 1 1 C P V C p i p e f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) p i p i n g s y s t e m s . D . R i g i d N o n m e t a l l i c C o n d u i t + + – N o m 3 i n . ( 7 6 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 P V C c o n d u i t i n s t a l l e d i n a c c o r d a n c e w i t h A r t i c l e 3 4 7 o f t h e N a t i o n a l E l e c t r i c a l C o d e ( N F P A N o 7 0 ) . E . E l e c t r i c a l N o n m e t a l l i c T u b i n g ( E N T ) + + – N o m 1 i n . ( 2 5 m m ) d i a m ( o r s m a l l e r ) E N T f o r m e d o f P V C , i n s t a l l e d i n a c c o r d a n c e w i t h A r t i c l e 3 3 1 o f t h e N a t i o n a l E l e c t r i c a l C o d e ( N F P A N o . 7 0 ) . S e e R i g i d N o n m e t a l l i c C o n d u i t ( D Z K T ) a n d b ( F K H U ) c a t e g o r i e s i n t h e U L E l e c t r i c a l C o n s t r u c t i o n E q u i p m e n t D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . F . A c r y l o n i t r i l e B u t a d i e n e S t y r e n e ( A B S ) P i p e – N o m . 2 i n . ( 5 1 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 s o l i d c o r e o r c e l l u l a r c o r e A B S p i p e f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) o r v e n t e d ( d r a i n , w a s t e o r v e n t ) p i p i n g s y s t e m s . T h e h o u r l y T R a t i n g i s d e p e n d e n t o n t h e h o u r l y r a t i n g o f t h e w a l l a s s e m b l y , t h e p i p e o r c o n d u i t s i z e a n d w h e t h e r t h e p i p e i s i n t e n d e d f o r u s e a s a c l o s e d o r v e n t e d s y s t e m , a s s h o w n i n t h e f o l l o w i n g t a b l e . N o m P i p e D i a m I n . ( m m ) W a l l A s s e m b l y R a t i n g H r C l o s e d ( c ) o r V e n t e d ( v ) T R a t i n g H r 3 . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k , S e a l a n t o r P u t t y – M i n t h i c k n e s s o f 5 / 8 i n . a n d 1 - 1 / 4 i n . ( 1 6 m m a n d 3 2 m m ) o f c a u l k o r p u t t y f o r 1 a n d 2 h r r a t e d w a l l a s s e m b l i e s , r e s p e c t i v e l y , a p p l i e d w i t h i n a n n u l u s b e t w e e n p i p e o r c o n d u i t a n d p e r i p h e r y o f t h e o p e n i n g , f l u s h w i t h b o t h s u r f a c e s o f w a l l a s s e m b l y . A t t h e p o i n t c o n t a c t l o c a t i o n b e t w e e n p i p e o r c o n d u i t a n d g y p s u m b o a r d , a m i n 1 / 2 i n . ( 1 3 m m ) d i a m b e a d o f c a u l k o r p u t t y s h a l l b e a p p l i e d a t t h e p i p e o r c o n d u i t / w a l l b o a r d i n t e r f a c e o n b o t h s u r f a c e s o f w a l l a s s e m b l y . 3 M C O M P A N Y – C P 2 5 W B + , I C 1 5 W B + c a u l k , F B - 3 0 0 0 W T s e a l a n t o r M P + S t i x p u t t y ( N o t e : C P 2 5 W B + n o t s u i t a b l e f o r u s e w i t h C P V C p i p e s . ) + + + B e a r i n g t h e U L L i s t i n g M a r k . * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g R e p r i n t e d f r o m t h e O n l i n e C e r t i f i c a t i o n s D i r e c t o r y w i t h p e r m i s s i o n f r o m U n d e r w r i t e r s L a b o r a t o r i e s I n c . C o p y r i g h t © 2 0 1 1 U n d e r w r i t e r s L a b o r a t o r i e s I n c . ® S y s t e m N o . W - L - 2 3 0 0 M a y 1 9 , 2 0 0 5 F R a t i n g s – 1 & 2 H r ( S e e I t e m 1 ) T R a t i n g s – 0 & 1 / 2 H r ( S e e I t e m 1 ) WL Gypsum 2000 Series Non-Metallic Pipes Through Penetrations 1 . W a l l A s s e m b l y – T h e 1 o r 2 h r f i r e r a t e d g y p s u m b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r d e s c r i b e d i n t h e i n d i v i d u a l U 3 0 0 , U 4 0 0 o r V 4 0 0 S e r i e s W a l l o r P a r t i t i o n D e s i g n i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s – W a l l f r a m i n g m a y c o n s i s t o f e i t h e r w o o d s t u d s o r s t e e l c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r s p a c e d 1 6 i n . ( 4 0 6 m m ) O C . S t e e l s t u d s t o b e m i n 3 - 1 / 2 i n . ( 8 9 m m ) w i d e s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . B . G y p s u m B o a r d * – T h e g y p s u m b o a r d t y p e , t h i c k n e s s , n u m b e r o f l a y e r s , f a s t e n e r t y p e a n d s h e e t o r i e n t a t i o n s h a l l b e a s s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 o r U 4 0 0 S e r i e s D e s i g n i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y . M a x d i a m o f o p e n i n g i s 4 i n . ( 1 0 2 m m ) . T h e h o u r l y F R a t i n g o f t h e f i r e s t o p s y s t e m i s e q u a l t o t h e h o u r l y f i r e r a t i n g o f t h e w a l l a s s e m b l y i n w h i c h i t i s i n s t a l l e d . T h e h o u r l y T R a t i n g i s 0 a n d 1 / 2 H r f o r 1 a n d 2 H r r a t e d a s s e m b l i e s , r e s p e c t i v e l y . 2 . T h r o u g h P e n e t r a n t s – O n e o r m o r e n o n m e t a l l i c p i p e s , c o n d u i t s o r t u b e s i n s t a l l e d c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n o p e n i n g . A n n u l a r s p a c e b e t w e e n p e n e t r a n t s a n d p e r i p h e r y o f o p e n i n g t o b e m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 i n . ( 0 m m t o m a x 2 5 m m ) . S p a c e b e t w e e n p e n e t r a n t s s h a l l b e m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 i n . ( 0 m m t o m a x 2 5 m m ) . P e n e t r a n t s t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f w a l l . T h e f o l l o w i n g t y p e s a n d s i z e s o f p e n e t r a n t s m a y b e u s e d : A . P o l y v i n y l C h l o r i d e ( P V C ) P i p e – N o m 1 - 1 / 2 i n . ( 3 8 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 s o l i d o r c e l l u l a r c o r e P V C p i p e f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) o r v e n t e d ( d r a i n , w a s t e o r v e n t ) p i p i n g s y s t e m s . B . R i g i d N o n m e t a l l i c C o n d u i t + + – N o m 1 - 1 / 2 i n . ( 3 8 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 P V C c o n d u i t i n s t a l l e d i n a c c o r d a n c e w i t h A r t i c l e 3 4 7 o f t h e N a t i o n a l E l e c t r i c a l C o d e ( N F P A N o . 7 0 ) . C . C h l o r i n a t e d P o l y v i n y l C h l o r i d e ( C P V C ) P i p e – N o m 1 - 1 / 2 i n . ( 3 8 m m ) d i a m ( o r s m a l l e r ) S D R 1 3 . 5 C P V C p i p e f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) p i p i n g s y s t e m s . D . C r o s s l i n k e d P o l y e t h y l e n e ( P E X ) T u b i n g – N o m 1 i n . ( 2 5 m m ) d i a m ( o r s m a l l e r ) S D R 9 P E X t u b i n g f o r u s e i n c l o s e d ( p r o c e s s o r s u p p l y ) o r v e n t e d ( d r a i n , w a s t e o r v e n t ) p i p i n g s y s t e m s . 3 . F i l l , V o i d o r C a v i t y M a t e r i a l * – C a u l k o r S e a l a n t – M i n 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n a n n u l u s , f l u s h w i t h b o t h s u r f a c e s o f w a l l . M i n 1 / 4 i n . ( 6 m m ) d i a m b e a d o f c a u l k a p p l i e d t o g y p s u m b o a r d / p e n e t r a n t i n t e r f a c e a t p o i n t c o n t a c t l o c a t i o n o n b o t h s i d e s o f w a l l . 3 M C O M P A N Y – I C 1 5 W B + , C P 2 5 W B + c a u l k o r F B - 3 0 0 0 W T s e a l a n t ( N o t e : C P 2 5 W B + n o t s u i t a b l e f o r u s e w i t h C P V C p i p e s . ) * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g R e p r i n t e d f r o m t h e O n l i n e C e r t i f i c a t i o n s D i r e c t o r y w i t h p e r m i s s i o n f r o m U n d e r w r i t e r s L a b o r a t o r i e s I n c . C o p y r i g h t © 2 0 1 1 U n d e r w r i t e r s L a b o r a t o r i e s I n c . ® A 4 . 6 b TYPICAL PENETRATION DETAILS PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A4-6-PEN.dwg R E V I S I O N S 3520 N UNIVERSITY AVENUE #200, PROVO UT 84604 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM D R A W N B Y THESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT - COPYRIGHT © 2014 BY HARRIS ARCHITECTURE - ALL RIGHTS RESERVED 0 5 / 0 4 / 2 3 System No. W-L-2355May 19, 2005F Rating – 1 HrT Rating – 1 HrWLGypsum2000 Series Non-Metallic Pipes Through Penetrations1.Wall Assembly – The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specifiedin the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the followingconstruction features:A.Studs – Wall framing to consist of nom 2 in. by 6 in. (51 mm by 152 mm) (or larger) wood studs or doubled or staggered non 2 in.by 4 in. (51 mm by 102 mm) (or larger) wood studs spaced in accordance with the individual U300 Series Wall and PartitionDesigns.B.Insulation* – R13 (or higher) glass fiber or mineral fiber batt insulation friction fitted into stud cavity.C.Gypsum Board* – One layer of nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design.Max diam of opening is 5 in. (127 mm).2.Piping System – One Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe with PVC tee clean-outfor use in closed (process or supply) or vented (drain, waste or vent) piping systems, installed within stud cavity. PVC clean-out to belocated behind opening in gypsum board.3.Fill, Void or Cavity Material* – Caulk, Sealant or Putty – Min 1/2 in.(13 mm) diam of fill material applied completely aroundperimeter of opening.3M COMPANY – IC 15WB+, CP 25WB+ caulk, FB-3000 WT sealant or MPP+ putty4.Cover Plate – Min 6-1/2 in. (165 mm) diam 24 gauge (or heavier) stainless steel cover plate secured to PVC clean-out with stainlesssteel screw through center of plate. Cover plate to be tightened squarely to wall and shall overlap surface of gypsum board a min 3/4in. (19 mm) around entire perimeter of opening.*Bearing the UL Classification MarkingReprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2010 UnderwritersLaboratories Inc.® WL Gypsum 3000 Series Cables Through Penetrations S y s t e m N o . W - L - 3 0 3 0 M a y 1 9 , 2 0 0 5 ( F o r m e r l y S y s t e m N o . 5 7 1 ) F R a t i n g s – 1 a n d 2 H r ( S e e I t e m 1 ) T R a t i n g – 1 / 2 H r L Rati n g A t A m b i e n t – 7 6 C F M / s q f t ( S e e I t e m 4 ) L Ra t i n g A t 4 0 0 F – 7 C F M / s q f t ( S e e I t e m 4 ) 1.Wall Assembly – The 1 or 2 hr fire rated gyp s u m b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r described in the individual U300, U400 or V40 0 S e r i e s W a l l o r P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e the following construction features:A.Studs – Wall framing may consist of either w o o d s t u d s o r s t e e l c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 i n . b y 4 i n . ( 5 1 m m by 102 mm) lumber spaced 16 in. (406 m m ) O C w i t h n o m 2 i n . b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) l u m b e r e n d p l a t e s a n d c r o s s b r a c e s . Steel studs to be min 3-5/8 in. (92 mm) wi d e b y 1 - 3 / 8 i n . ( 3 5 m m ) d e e p c h a n n e l s s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . B.Gypsum Board* – Nom 5/8 in. (16 mm) th i c k , 4 f t . ( 1 2 2 c m ) w i d e w i t h s q u a r e o r t a p e r e d e d g e s . T h e g y p s u m b o a r d t y p e , n u m b e r of layers and sheet orientation shall be as s p e c i f i e d i n t h e i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . D i a m o f c i r c u l a r c u t o u t i n g y p s u m board layers on each side of wall to be 1/2 i n . t o 3 / 4 i n . ( 1 3 m m t o 1 9 m m ) l a r g e r t h a n d i a m o f t i g h t c a b l e b u n d l e ( I t e m 2 ) . M a x diam of cutouts is 4-1/2 in. (114 mm).The hourly F Rating of the firestop system i s 1 h r w h e n i n s t a l l e d i n a 1 h r f i r e r a t e d w a l l a n d 2 h r w h e n i n s t a l l e d i n a 2 h r f i r e rated wall.2.Cables – Max 4 in. (102 mm) diam tight bundl e o f c a b l e s c e n t e r e d i n c i r c u l a r c u t o u t s i n g y p s u m b o a r d a n d r i g i d l y s u p p o r t e d o n b o t h sides of wall assembly. Any combination of th e f o l l o w i n g t y p e s a n d s i z e s o f c o p p e r c o n d u c t o r c a b l e s m a y b e u s e d : A.Max 350 kcmil single-conductor power cab l e s ; c r o s s - l i n k e d p o l y e t h y l e n e ( X L P E ) o r p o l y v i n y l c h l o r i d e ( P V C ) i n s u l a t i o n . B.Max 7/C No. 12 AWG cables; PVC insulati o n a n d j a c k e t . C.Max 3/C No. 2/0 AWG multi conductor po w e r a n d c o n t r o l c a b l e s ; X L P E o r P V C i n s u l a t i o n , X L P E o r ( P V C ) j a c k e t . D.Max 200 pair No. 24 AWG telecommunicat i o n c a b l e s ; P V C i n s u l a t i o n a n d j a c k e t . E.Max 6/94 Fiber Optic (F.O.) cable; PVC in s u l a t i o n a n d j a c k e t . 3.Fill, Void or Cavity Material* – Wrap Strip – N o m 1 / 4 i n . ( 6 m m ) t h i c k i n t u m e s c e n t e l a s t o m e r i c m a t e r i a l f a c e d o n o n e s i d e w i t h aluminum foil, supplied in nom 2 in. (51 mm) w i d e s t r i p s . N o m 2 i n . ( 5 1 m m ) w i d e s t r i p t i g h t l y - w r a p p e d a r o u n d c a b l e b u n d l e ( f o i l s i d e out) with seam butted. Wrap strip layer secur e l y b o u n d w i t h s t e e l w i r e t i e a n d s l i d i n t o a n n u l a r s p a c e a p p r o x 1 - 1 / 4 i n . ( 3 2 m m ) s u c h that approx 3/4 in. (19 mm) of the wrap strip w i d t h p r o t r u d e s f r o m t h e w a l l s u r f a c e o n e a c h s i d e o f t h e a s s e m b l y . 3M COMPANY – FS-195+4.Fill, Void or Cavity Materials* – Caulk, Seal a n t o r P u t t y – M i n 1 / 4 i n . ( 6 m m ) d i a m c o n t i n u o u s b e a d o f c a u l k o r p u t t y a p p l i e d t o t h e wrap strip/wall interface and to the exposed e d g e o f t h e w r a p s t r i p a p p r o x i m a t e 3 / 4 i n . ( 1 9 m m ) f r o m t h e w a l l s u r f a c e o n e a c h s i d e o f wall assembly. Caulk or putty to be forced int o t h e i n t e r s t i c e s o f t h e c a b l e b u n d l e t o t h e m a x e x t e n t p o s s i b l e w i t h i n t h e c o n f i n e s o f t h e wrap strip on each side of the wall assembly.3M COMPANY – CP 25WB+, IC 15WB+, F i r e D a m 1 5 0 + c a u l k , F B - 3 0 0 0 W T s e a l a n t o r M P + S t i x p u t t y (Note: L Ratings apply only when CP 25W B + c a u l k o r F B - 3 0 0 0 W T i s u s e d . ) *Bearing the UL Classification MarkingThis material was extracted and drawn by 3M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . S y s t e m N o . W - L - 5 0 1 4 A u g u s t 2 3 , 2 0 1 1 1 . W a l l A s s e m b l y — T h e 1 o r 2 h r f i r e - r a t e d g y p s u m b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r d e s c r i b e d i n t h e i n d i v i d u a l U 3 0 0 , U 4 0 0 o r V 4 0 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s — W a l l f r a m i n g m a y c o n s i s t o f e i t h e r w o o d s t u d s o r s t e e l c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 b y 4 i n . ( 5 1 b y 1 0 2 m m ) l u m b e r s p a c e d m a x 1 6 i n . ( 4 0 6 m m ) O C . S t e e l s t u d s t o b e m i n 3 - 5 / 8 i n . ( 9 2 m m ) w i d e a n d s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . B . G y p s u m B o a r d * — 5 / 8 i n . ( 1 6 m m ) t h i c k , 4 f t ( 1 . 2 m ) w i d e w i t h s q u a r e o r t a p e r e d e d g e s . T h e g y p s u m b o a r d t y p e , t h i c k n e s s , n u m b e r o f l a y e r s , f a s t e n e r t y p e a n d s h e e t o r i e n t a t i o n s h a l l b e a s s p e c i f i e d i n t h e i n d i v i d u a l U 3 0 0 , U 4 0 0 o r V 4 0 0 S e r i e s D e s i g n i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y . M a x d i a m o f o p e n i n g i s 1 8 i n . ( 4 5 7 m m ) . T h e h o u r l y F R a t i n g o f t h e f i r e s t o p s y s t e m i s e q u a l t o t h e h o u r l y f i r e r a t i n g o f t h e w a l l a s s e m b l y i n w h i c h i t i s i n s t a l l e d . 1 A . M e t a l l i c S l e e v e — ( O p t i o n a l , N o t S h o w n ) - C y l i n d r i c a l s l e e v e f a b r i c a t e d f r o m m i n 0 . 0 1 6 i n . ( 0 . 4 1 m m ) t o m a x 0 . 1 0 5 i n . ( 2 . 7 m m ) t h i c k s h e e t s t e e l . L e n g t h o f s t e e l s l e e v e t o b e e q u a l t o t h e t h i c k n e s s o f w a l l . L o n g i t u d i n a l s e a m o f s l e e v e w e l d e d o r o v e r l a p p e d m i n 1 i n . ( 2 5 m m ) . T h e e n d s o f t h e s t e e l s l e e v e s h a l l b e f l u s h o r r e c e s s e d m a x 1 / 4 i n . ( 6 m m ) f r o m w a l l s u r f a c e s . 2 . T h r o u g h P e n e t r a n t s — O n e m e t a l l i c p i p e o r t u b i n g t o b e i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . P i p e o r t u b i n g t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f w a l l a s s e m b l y . T h e f o l l o w i n g t y p e s a n d s i z e s o f m e t a l l i c p i p e s o r t u b i n g m a y b e u s e d : A . S t e e l P i p e — N o m 1 2 i n . ( 3 0 5 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e . B . I r o n P i p e — N o m 1 2 i n . ( 3 0 5 m m ) d i a m ( o r s m a l l e r ) c a s t o r d u c t i l e i r o n p i p e . C . C o p p e r T u b i n g — N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) T y p e M ( o r h e a v i e r ) c o p p e r t u b e . D . C o p p e r P i p e — N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) R e g u l a r ( o r h e a v i e r ) c o p p e r p i p e . 3 . P i p e C o v e r i n g s * — O n e o f t h e f o l l o w i n g t y p e s o f p i p e c o v e r i n g s s h a l l b e u s e d : A . P i p e a n d E q u i p m e n t C o v e r i n g M a t e r i a l s * — M a x 2 i n . ( 5 1 m m ) t h i c k h o l l o w c y l i n d r i c a l h e a v y d e n s i t y ( m i n 3 . 5 p c f o r 5 6 k g / m 3 ) g l a s s f i b e r u n i t s j a c k e t e d o n t h e o u t s i d e w i t h a n a l l s e r v i c e j a c k e t . L o n g i t u d i n a l j o i n t s s e a l e d w i t h m e t a l f a s t e n e r s o r f a c t o r y - a p p l i e d s e l f - s e a l i n g l a p t a p e . T r a n s v e r s e j o i n t s s e c u r e d w i t h m e t a l f a s t e n e r s o r w i t h b u t t t a p e s u p p l i e d w i t h t h e p r o d u c t . T h e a n n u l a r s p a c e b e t w e e n i n s u l a t e d p e n e t r a t i n g i t e m a n d t h e e d g e o f t h e t h r o u g h o p e n i n g s h a l l b e m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 - 1 / 4 i n . ( 3 2 m m ) . S e e P i p e a n d E q u i p m e n t C o v e r i n g - M a t e r i a l s * — ( B R G U ) c a t e g o r y i n t h e B u i l d i n g M a t e r i a l s D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . A n y p i p e c o v e r i n g m a t e r i a l m e e t i n g t h e a b o v e s p e c i f i c a t i o n s a n d b e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g w i t h a F l a m e S p r e a d I n d e x o f 2 5 o r l e s s a n d a S m o k e D e v e l o p e d I n d e x o f 5 0 o r l e s s m a y b e u s e d . B . P i p e C o v e r i n g M a t e r i a l s * — M a x 2 i n . ( 5 1 m m ) t h i c k u n f a c e d m i n e r a l f i b e r p i p e i n s u l a t i o n s i z e d t o t h e o u t s i d e d i a m o f p i p e o r t u b e . P i p e i n s u l a t i o n s e c u r e d w i t h m i n 1 8 S W G s t e e l w i r e s p a c e d m a x 1 2 i n . ( 3 0 5 m m ) O C . T h e a n n u l a r s p a c e b e t w e e n i n s u l a t e d p e n e t r a t i n g i t e m a n d t h e e d g e o f t h e t h r o u g h o p e n i n g s h a l l b e m i n 0 i n . ( p o i n t c o n t a c t ) t o m a x 1 - 1 / 4 i n . ( 3 2 m m ) . I N D U S T R I A L I N S U L A T I O N G R O U P L L C — H i g h T e m p e r a t u r e P i p e I n s u l a t i o n 1 2 0 0 , H i g h T e m p e r a t u r e P i p e I n s u l a t i o n B W T o r H i g h T e m p e r a t u r e P i p e I n s u l a t i o n T h e r m a l o c . C . S h e a t h i n g M a t e r i a l * — U s e d i n c o n j u n c t i o n w i t h I t e m 3 B . F o i l - s c r i m - k r a f t o r a l l s e r v i c e j a c k e t m a t e r i a l s h a l l b e w r a p p e d a r o u n d t h e o u t e r c i r c u m f e r e n c e o f t h e p i p e i n s u l a t i o n ( I t e m 3 B ) w i t h t h e k r a f t s i d e e x p o s e d . L o n g i t u d i n a l j o i n t s a n d t r a n s v e r s e j o i n t s s e a l e d w i t h m e t a l f a s t e n e r s o r b u t t t a p e . S e e S h e a t h i n g M a t e r i a l s ( B V D V ) c a t e g o r y i n t h e B u i l d i n g M a t e r i a l s D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . A n y s h e a t h i n g m a t e r i a l m e e t i n g t h e a b o v e s p e c i f i c a t i o n s a n d b e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g w i t h a F l a m e S p r e a d I n d e x o f 2 5 o r l e s s a n d a S m o k e D e v e l o p e d I n d e x o f 5 0 o r l e s s m a y b e u s e d . 4 . F i l l , V o i d o r C a v i t y M a t e r i a l * — S e a l a n t — M i n 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n a n n u l u s , f l u s h w i t h b o t h s u r f a c e s o f w a l l . A t p o i n t c o n t a c t l o c a t i o n b e t w e e n i n s u l a t e d t h r o u g h p e n e t r a n t a n d g y p s u m b o a r d , a m i n 3 / 8 i n . ( 1 0 m m ) b e a d o f f i l l m a t e r i a l s h a l l b e a p p l i e d t o t h e i n s u l a t e d t h r o u g h p e n e t r a n t / g y p s u m b o a r d i n t e r f a c e o n b o t h s i d e s o f t h e w a l l . S P E C I F I E D T E C H N O L O G I E S I N C — S p e c S e a l S e r i e s S S S S e a l a n t o r S p e c S e a l L C I S e a l a n t S y s t e m N o . C - A J - 5 2 0 9 M a r c h 0 5 , 2 0 0 7 F R a t i n g s – 1 a n d 2 H r ( S e e I t e m 3 ) T R a t i n g s – 0 , 3 / 4 a n d 1 H r ( S e e I t e m 4 ) CAJ Concrete 5000 Series Insulated Through Penetrations 1 . F l o o r o r W a l l A s s e m b l y – M i n 2 - 1 / 2 i n . ( 6 4 m m ) t h i c k r e i n f o r c e d l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e f l o o r s o r m i n 3 i n . ( 7 6 m m ) t h i c k r e i n f o r c e d l i g h t w e i g h t o r n o r m a l w e i g h t c o n c r e t e w a l l s . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g 9 i n . ( 2 2 9 m m ) . S e e C o n c r e t e B l o c k s ( C A Z T ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2 . S t e e l S l e e v e – ( O p t i o n a l ) - N o m 9 i n . ( 2 2 9 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l s l e e v e c a s t o r g r o u t e d i n t o f l o o r o r w a l l a s s e m b l y . S t e e l s l e e v e m a y b e i n s t a l l e d f l u s h o r m a y p r o j e c t m a x 2 i n . ( 5 1 m m ) b e y o n d t h e f l o o r o r w a l l s u r f a c e s . A s a n a l t e r n a t e , n o m 9 i n . ( 2 2 9 m m ) d i a m ( o r s m a l l e r ) s l e e v e f a b r i c a t e d f r o m n o m 0 . 0 1 9 i n . ( 0 . 4 8 m m ) t h i c k g a l v s t e e l c a s t o r g r o u t e d i n t o f l o o r o r w a l l a s s e m b l y f l u s h w i t h f l o o r o r w a l l s u r f a c e s . 3 . T h r o u g h P e n e t r a n t s – O n e m e t a l l i c p i p e t o b e i n s t a l l e d c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n o p e n i n g . P e n e t r a n t t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . T h e f o l l o w i n g t y p e s a n d s i z e s o f m e t a l l i c p i p e s m a y b e u s e d : A . S t e e l P i p e – N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l p i p e . B . I r o n P i p e – N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) c a s t o r d u c t i l e i r o n p i p e . C . C o p p e r T u b i n g – N o m 2 i n . ( 5 1 m m ) d i a m ( o r s m a l l e r ) T y p e L ( o r h e a v i e r ) c o p p e r t u b i n g . D . C o p p e r P i p e – N o m 2 i n . ( 5 1 m m ) d i a m ( o r s m a l l e r ) R e g u l a r ( o r h e a v i e r ) c o p p e r p i p e . F R a t i n g i s 2 H r f o r P e n e t r a n t s A a n d B . F R a t i n g i s 1 H r f o r P e n e t r a n t s C a n d D . 4 . P i p e C o v e r i n g – N o m 1 - 1 / 2 i n . ( 3 8 m m ) t h i c k ( o r l e s s ) h o l l o w c y l i n d r i c a l h e a v y d e n s i t y g l a s s f i b e r u n i t s j a c k e t e d o n t h e o u t s i d e w i t h a n a l l s e r v i c e j a c k e t . L o n g i t u d i n a l j o i n t s s e a l e d w i t h m e t a l f a s t e n e r s o r f a c t o r y - a p p l i e d s e l f - s e a l i n g l a p t a p e . T r a n s v e r s e j o i n t s s e c u r e d w i t h m e t a l f a s t e n e r s o r w i t h b u t t t a p e s u p p l i e d w i t h p r o d u c t . A n n u l a r s p a c e b e t w e e n t h e p i p e c o v e r i n g a n d p e r i p h e r y o f o p e n i n g o r s l e e v e s h a l l b e m i n 1 / 2 i n . t o m a x 1 i n . ( 1 3 m m t o 2 5 m m ) . S e e P i p e a n d E q u i p m e n t C o v e r i n g – M a t e r i a l s – ( B R G U ) c a t e g o r y i n t h e B u i l d i n g M a t e r i a l s D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . A n y p i p e c o v e r i n g m a t e r i a l m e e t i n g t h e a b o v e s p e c i f i c a t i o n s a n d b e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g w i t h a F l a m e S p r e a d I n d e x o f 2 5 o r l e s s a n d a s m o k e D e v e l o p e d I n d e x o f 5 0 o r l e s s m a y b e u s e d . T R a t i n g i s 3 / 4 H r f o r n o m 1 - 1 / 2 i n . ( 3 8 m m ) t h i c k p i p e c o v e r i n g f o r p e n e t r a n t s A a n d B . T R a t i n g i s 1 H r f o r n o m 1 - 1 / 2 i n . ( 3 8 m m ) t h i c k p i p e c o v e r i n g f o r P e n e t r a n t s C a n d D . T R a t i n g i s 0 H r f o r a l l P e n e t r a n t s w h e n p i p e c o v e r i n g s l e s s t h a n n o m 1 - 1 / 2 i n . ( 3 8 m m ) t h i c k . 5 . F i r e s t o p S y s t e m – T h e d e t a i l s o f t h e f i r e s t o p s y s t e m s h a l l b e a s f o l l o w s : A . P a c k i n g M a t e r i a l – M i n 2 i n . ( 5 1 m m ) t h i c k n e s s o f m i n 4 p c f ( 6 4 k g / m ³ ) m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a p e r m a n e n t f o r m . P a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r o r t o p e d g e o f s l e e v e o r f r o m b o t h s u r f a c e s o f w a l l o r b o t h e n d s o f s l e e v e a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . I n f l o o r s c o n s t r u c t e d o f h o l l o w - c o r e c o n c r e t e , p a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p a n d b o t t o m s u r f a c e s o f f l o o r o r s l e e v e a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . B . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 1 / 2 i n . ( 1 3 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r t o p e d g e o f s l e e v e o r w i t h b o t h s u r f a c e s o f w a l l o r b o t h e n d s o f s l e e v e s . I n f l o o r s c o n s t r u c t e d o f h o l l o w - c o r e c o n c r e t e , m i n 1 / 2 i n . ( 1 3 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p a n d b o t t o m s u r f a c e s o f f l o o r o r s l e e v e . M i n 1 / 4 i n . ( 6 m m ) d i a m b e a d o f c a u l k a p p l i e d t o t h e p i p e c o v e r i n g / c o n c r e t e o r p i p e c o v e r i n g / s l e e v e i n t e r f a c e a t t h e p o i n t c o n t a c t l o c a t i o n o n t h e t o p s u r f a c e o f f l o o r o r b o t h s u r f a c e s o f w a l l o r h o l l o w - c o r e c o n c r e t e . 3 M C O M P A N Y – I C 1 5 W B + , C P 2 5 W B + C a u l k , o r F B - 3 0 0 0 W T S e a l a n t * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . System No. W-L-7077October 07, 2002F Ratings — 1 and 2 Hr (See Item 1)T Ratings — 0 and 1 Hr (See Item 1)1.Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the mannerspecified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include thefollowing construction features:A.Studs — Wall framing shall consist of either wood or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.B.Gypsum Board* — One or two layers of 5/8 in. thick, 4 ft wide gypsum board with square or tapered edges. The gypsum boardtype, thickness, number of layers and orientation shall be as specified in the individual U300 or U400 Wall and Partition Design.Max diam of opening is 5 in.The hourly F Rating is equal to the hourly rating of the assembly in which the firestop system is installed. When the F Rating is 2hr, the T Rating is 1 hr. When the F Rating is 1 hr, the T Rating is 0 hr.2.Through Penetrants — One metallic vent duct to be installed concentrically or eccentrically within the firestop system. A nomannular space of min. 0 in. (point contact) to max 1 in. is required within the firestop system. Duct to be rigidly supported on bothsides of wall assembly. The following types and sizes of ducts may be used:A.Steel Rigid Vent Duct — Nom 4 in. diam (or smaller) 28 ga (or heavier) steel rigid vent duct.B.Firestop System — The firestop system shall consist of the following:C.Packing Material — For 2 Hr wall assemblies, foam backer rod firmly packed into opening as a permanent form. Packing materialto be recessed from both surfaces of wall as required to accommodate the required thickness of fill material.D.Fill, Void or Cavity Material*- Caulk — Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces ofwall. At point contact location, a min 1/2 in. diam bead of fill material shall be applied to the gypsum board/duct interface on bothsurfaces of wall. RECTORSEAL — Biostop 500+* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such asCanada), respectively. WL Gypsum 7000 Series Misc. Mechanical Through Penetrations S y s t e m N o . W - L - 7 0 5 2 M a y 1 9 , 2 0 0 5 F R a t i n g – 1 H r T R a t i n g – 0 H r 1.Wall Assembly – The 1 hr fire rated gypsum b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r specified in the individual U300, U400 or V40 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e the following construction features.A.Studs – Wall framing may consist of either w o o d s t u d s o r s t e e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 b y 4 i n . ( 5 1 m m b y 1 0 2 m m ) lumber spaced 16 in.( 406 mm) OC. Steel s t u d s t o b e m i n 3 - 1 / 2 i n . ( 8 9 m m ) w i d e a n d s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . B.Gypsum Board* – Thickness, type, numb e r o f l a y e r s a n d f a s t e n e r s a s r e q u i r e d i n t h e i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . M a x size of opening is 14 by 14 in. (356 mm by 3 5 6 m m ) s q u a r e . 2.Steel Duct – Nom 12 by 12 in. (305 mm by 3 0 5 m m ) ( o r s m a l l e r ) N o . 2 4 g a u g e ( o r h e a v i e r ) g a l v s t e e l d u c t t o b e c e n t e r e d w i t h i n opening with a nom annular space of 1 in. (25 m m ) . D u c t t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f o p e n i n g . 3.Fill, Void or Cavity Material* – Caulk or Sea l a n t – M i n 5 / 8 i n . ( 1 6 m m ) t h i c k n e s s o f c a u l k a p p l i e d w i t h i n a n n u l u s , f l u s h w i t h b o t h surfaces of wall assembly.3M COMPANY – CP 25WB+, IC 15WB+ c a u l k o r F B - 3 0 0 0 W T s e a l a n t *Bearing the UL Classification MarkThis material was extracted and drawn by 3M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . WL Gypsum 7000 Series Misc. Mechanical Through Penetrations S y s t e m N o . W - L - 7 0 5 6 M a y 1 9 , 2 0 0 5 F R a t i n g – 2 H r T R a t i n g – 1 / 4 H r 1 . W a l l A s s e m b l y – T h e 2 h r f i r e r a t e d g y p s u m b o a r d / s t u d w a l l a s s e m b l y s h a l l b e c o n s t r u c t e d o f t h e m a t e r i a l s a n d i n t h e m a n n e r s p e c i f i e d i n t h e i n d i v i d u a l U 4 0 0 o r V 4 0 0 S e r i e s W a l l a n d P a r t i t i o n D e s i g n s i n t h e U L F i r e R e s i s t a n c e D i r e c t o r y a n d s h a l l i n c l u d e t h e f o l l o w i n g c o n s t r u c t i o n f e a t u r e s : A . S t u d s – W a l l f r a m i n g m a y c o n s i s t o f m i n 2 - 1 / 2 i n . ( 6 4 m m ) w i d e s t e e l c h a n n e l s t u d s s p a c e d m a x 2 4 i n . ( 6 1 0 m m ) O C . B . G y p s u m B o a r d * – T h i c k n e s s , t y p e , n u m b e r o f l a y e r s a n d f a s t e n e r s a s r e q u i r e d i n t h e i n d i v i d u a l W a l l a n d P a r t i t i o n D e s i g n . M a x a r e a o f o p e n i n g i s 4 9 s q i n . ( 3 1 6 c m ² ) w i t h m a x d i m e n s i o n o f 7 i n . ( 1 7 8 m m ) . 2 . S t e e l D u c t – N o m 6 b y 6 i n . ( 1 5 2 m m b y 1 5 2 m m ) ( o r s m a l l e r ) N o . 2 4 g a u g e ( o r h e a v i e r ) s t e e l d u c t t o b e i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e o p e n i n g . T h e a n n u l a r s p a c e s h a l l b e m i n 1 / 4 i n . t o m a x 3 / 4 i n . ( 6 m m t o m a x 1 9 m m ) . D u c t t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f w a l l a s s e m b l y . 3 . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k , S e a l a n t o r P u t t y – M i n 1 - 1 / 4 i n . ( 3 2 m m ) t h i c k n e s s o f m o l d a b l e p u t t y , a p p l i e d w i t h i n t h e a n n u l u s f l u s h w i t h b o t h s u r f a c e s o f t h e w a l l . 3 M C O M P A N Y – C P 2 5 W B + , I C 1 5 W B + c a u l k , F B - 3 0 0 0 W T s e a l a n t o r M P + S t i x p u t t y * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . WL Gypsum 7000 Series Misc. Mechanical Through Penetrations S y s t e m N o . C - A J - 7 0 0 3 O c t o b e r 0 5 , 2 0 0 6 F R a t i n g – 3 H r T R a t i n g – 0 H r L R a t i n g A t A m b i e n t – 1 C F M / s q f t ( S e e I t e m 3 ) L R a t i n g A t 4 0 0 F – l e s s t h a n 1 C F M / s q f t ( S e e I t e m 3 ) W R a t i n g – C l a s s I ( S e e I t e m 3 B ) 1 . F l o o r o r W a l l A s s e m b l y – M i n 4 - 1 / 2 i n . ( 1 1 4 m m ) t h i c k l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g i s 1 8 i n . ( 4 5 7 m m ) . S e e C o n c r e t e B l o c k s ( C A Z T ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 1 A . S t e e l S l e e v e – N o m 6 i n . ( 1 5 2 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 4 0 ( o r h e a v i e r ) s t e e l p i p e s l e e v e , c a s t i n t o f l o o r o r w a l l f l u s h w i t h f l o o r o r w a l l s u r f a c e s . 2 . T h r o u g h P e n e t r a n t – O n e s t e e l d u c t t o b e i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . A n a n n u l a r s p a c e o f m i n 1 / 2 i n . ( 1 3 m m ) t o m a x 1 - 1 / 2 i n . ( 3 8 m m ) i s r e q u i r e d w i t h i n t h e f i r e s t o p s y s t e m . S t e e l d u c t t o b e r i g i d l y s u p p o r t e d o n b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y . T h e f o l l o w i n g s i z e s o f s t e e l d u c t s m a y b e u s e d : A . S t e e l D u c t – N o m 1 6 i n . ( 4 0 6 m m ) d i a m ( o r s m a l l e r ) N o . 2 4 g a u g e ( o r h e a v i e r ) s p i r a l w o u n d g a l v s t e e l d u c t . B . S t e e l V e n t D u c t – N o m 1 0 i n . ( 2 5 4 m m ) d i a m ( o r s m a l l e r ) N o . 2 8 g a u g e ( o r h e a v i e r ) g a l v s t e e l v e n t d u c t . 3 . F i r e s t o p S y s t e m – T h e f i r e s t o p s y s t e m s h a l l c o n s i s t o f t h e f o l l o w i n g : A . P a c k i n g M a t e r i a l – N o m 1 i n . ( 2 5 m m ) t h i c k n e s s o f t i g h t l y - p a c k e d m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a p e r m a n e n t f o r m . P o l y e t h y l e n e b a c k e r r o d o r n o m 1 i n . ( 2 5 m m ) t h i c k g l a s s f i b e r i n s u l a t i o n m a y b e u s e d w i t h s t e e l v e n t d u c t s ( I t e m 2 B ) i n l i e u o f m i n e r a l b a t t i n s u l a t i o n . P a c k i n g m a t e r i a l t o b e r e c e s s e d f r o m t o p s u r f a c e o f f l o o r o r f r o m b o t h s u r f a c e s o f w a l l a s r e q u i r e d t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f c a u l k f i l l m a t e r i a l . B . F i l l , V o i d o r C a v i t y M a t e r i a l s * – C a u l k o r S e a l a n t – M i n 1 i n . ( 2 5 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n t h e a n n u l u s , f l u s h w i t h t o p s u r f a c e o f f l o o r o r b o t h s u r f a c e s o f w a l l a s s e m b l y . W R a t i n g a p p l i e s o n l y w h e n F B - 3 0 0 0 W T s e a l a n t i s u s e d . W a t e r r e s i s t a n c e o f t h r o u g h p e n e t r a n t ( I t e m 2 ) m u s t b e c o n s i d e r e d i n a d d i t i o n t o w a t e r r e s i s t a n c e o f f i r e s t o p s y s t e m . 3 M C O M P A N Y – C P 2 5 W B + o r F B - 3 0 0 0 W T ( N o t e : W R a t i n g a p p l i e s o n l y w h e n F B - 3 0 0 0 W T s e a l a n t i s u s e d . ) * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g T h i s m a t e r i a l w a s e x t r a c t e d a n d d r a w n b y 3 M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 7 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . A 4 . 6 c TYPICAL PENETRATION DETAILS PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A4-6-PEN.dwg R E V I S I O N S 3520 N UNIVERSITY AVENUE #200, PROVO UT 84604 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM D R A W N B Y THESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT - COPYRIGHT © 2014 BY HARRIS ARCHITECTURE - ALL RIGHTS RESERVED 0 5 / 0 4 / 2 3 System No. F-C-7014F Rating – 1 hrT Rating – 1 hr1.Floor - Ceiling Assembly - The 1 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in themanner specified in the individual L500 Designs in the UL Fire Resistance Directory, as summarized below:A.Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in theindividual Floor-Ceiling Design. Diam of opening is to be max 1 in. (25 mm) larger than diam of steel duct.B.Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or StructuralWood Members* with bridging as required and with ends firestopped.C.Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Floor-Ceiling Design. Diam ofopening is to be max 1 in. (25 mm) larger than diam. of steel duct.1A.Chase Wall - (Optional, Not Shown) - The through penetrant (Item 2) may be routed through a single, double or staggered woodstud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. (13 mm) greater than diameter of opening cut in sole andtop plates to accommodate the through penetrant (Item 2). The chase wall shall include the following construction features:A.Studs - Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs.B.Sole Plate - Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm)or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightlybutted. Diam. of opening is to be max 1 in. (25 mm) larger than diam of steel pipe.C.Top Plate - The single or double top plate shall consist of one or two nom 2 by 4 in (51 by 102 mm) or one or two nom 2 by 6 in.(51 by 152 mm) or one or two sets of parallel nom 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam of opening is to bemax 1 in. (25 mm) larger than diam. of steel duct.D.Gypsum Board* - Min 1/2 in. (13 mm) thick rated or nonrated gypsum board.2.Steel Duct - One nom 4 in. (102 mm) diam. (or smaller) No. 30 GA (or heavier) steel duct or one nom 10 in. (254 mm) diam (orsmaller) No. 28 GA (or heavier) steel duct to be installed either concentrically or eccentrically within the opening. Annular space to bemin 0 in. (point contact) to max 1 in. (25 mm). Steel duct to be rigidly supported on both sides of floor-ceiling assembly.T, FT and FTH Ratings are 1 hr for nom 4 in. (102 mm) diam. (or smaller) ducts. T, FT and FTH Ratings are 1/4 hr for ductsgreater than nom 4 in. (102 mm) diam.3.Fill, Void or Cavity Material* - Sealant - Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the topsurface of the floor or sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with bottom surface ofceiling or top plate. Min 1/4 in. (6 mm) diam. bead of fill material applied at point contact location on the top surface of floor or chasewall sole plate and at the penetrant/ceiling or chase wall top plate interface.SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant or Type WF300 Firestop Caulk* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively CAJ Concrete 7000 Series Misc. Mechanical Through Penetrations S y s t e m N o . C - A J - 7 0 1 6 J a n u a r y 0 2 , 2 0 0 9 F R a t i n g – 2 & 3 H r ( S e e I t e m 1 ) T R a t i n g – 0 H r 1.Floor or Wall Assembly – Min 2-1/2 in. (64 m m ) t h i c k o r m i n 4 - 1 / 2 i n . ( 1 1 4 m m ) t h i c k l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1600 - 2400 kg/m³) concrete. Wall may also b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . T h e F R a t i n g i s 2 h r a n d 3 h r for min 2-1/2 in. (64 mm) or min 4-1/2 in. (1 1 4 m m ) t h i c k a s s e m b l i e s . M a x a r e a o f o p e n i n g i s 5 7 6 s q i n . ( 3 7 1 6 c / m ² ) w i t h m a x dimension of 36 in. (914 mm) for 2 hr assembl i e s a n d 5 4 4 s q i n . ( 3 5 1 0 c / m ² ) w i t h m a x d i m e n s i o n o f 3 4 i n . ( 8 6 4 m m ) f o r 3 h r assemblies.See Concrete Blocks (CAZT) category in the F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2.Through-Penetrants – One steel duct to be i n s t a l l e d e i t h e r c o n c e n t r i c a l l y o r e c c e n t r i c a l l y w i t h i n t h e f i r e s t o p s y s t e m . A n a n n u l a r space of min 0 in. (point contact) to max 4 in. ( 0 m m t o m a x 1 0 2 m m ) i s r e q u i r e d w i t h i n t h e f i r e s t o p s y s t e m f o r 2 h r a s s e m b l i e s a n d min 0 in. (point contact) to max 2 in. (0 mm to m a x 5 1 m m ) i s r e q u i r e d w i t h i n t h e f i r e s t o p s y s t e m f o r 3 h r a s s e m b l i e s . S t e e l d u c t t o b e rigidly supported on both sides of floor or wall a s s e m b l y . T h e f o l l o w i n g s i z e s o f s t e e l d u c t s m a y b e u s e d : A.Steel Duct – Nom 32 in. by 14 (813 mm b y 3 5 6 m m ) ( o r s m a l l e r ) N o . 2 2 g a u g e ( o r h e a v i e r ) g a l v s t e e l d u c t . B.Steel Duct – Nom 30 in. by 12 (762 mm b y 3 0 5 m m ) ( o r s m a l l e r ) N o . 2 4 g a u g e ( o r h e a v i e r ) g a l v s t e e l d u c t . 3.Firestop System – The firestop system shall c o n s i s t o f t h e f o l l o w i n g : A.Packing Material – Nom 1 in. (25 mm) thi c k n e s s o f t i g h t l y p a c k e d m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a permanent form. Packing material to be re c e s s e d f r o m t o p s u r f a c e o f f l o o r o r f r o m b o t h s u r f a c e s o f w a l l a s r e q u i r e d t o accommodate the required thickness of ca u l k f i l l m a t e r i a l . B.Fill, Void or Cavity Material* – Caulk or S e a l a n t – M i n 1 i n . ( 2 5 m m ) t h i c k n e s s o f f i l l m a t e r i a l a p p l i e d w i t h i n a n n u l u s , f l u s h w i t h top surface of floor or both surfaces of wall a s s e m b l y . A t t h e p o i n t c o n t a c t l o c a t i o n b e t w e e n d u c t a n d c o n c r e t e , a m i n 1 / 4 i n . ( 6 mm) diam bead of sealant shall be applied t o t h e c o n c r e t e / d u c t i n t e r f a c e o n t h e t o p s u r f a c e o f f l o o r a n d o n b o t h s u r f a c e s o f w a l l assembly.3M COMPANY – CP 25WB+, FB-3000 W T o r I C 1 5 W B + C.Retaining Angles – Min 16 gauge galv st e e l a n g l e s s i z e d t o l a p d u c t a m i n o f 2 i n . ( 5 1 m m ) a n d l a p t o p s u r f a c e o f f l o o r o r b o t h surfaces of wall a min of 1 in. (25 mm) Ang l e s a t t a c h e d t o d u c t w i t h m i n 1 / 2 i n . ( 1 3 m m ) l o n g , N o . 1 0 ( o r l a r g e r ) s h e e t m e t a l screws spaced a max of 1 in. (25 mm) fro m e a c h e n d o f d u c t a n d s p a c e d a m a x o f 6 i n . ( 1 5 2 m m ) O C . *Bearing the UL Classification MarkThis material was extracted and drawn by 3M F i r e P r o t e c t i o n P r o d u c t s f r o m t h e 2 0 0 9 e d i t i o n o f t h e U L F i r e R e s i s t a n c e D i r e c t o r y . CAJ Concrete 0000 Series Blanks Through Penetrations S y s t e m N o . C - A J - 0 0 0 4 J u n e 2 8 , 2 0 1 0 F R a t i n g s – 1 , 2 , 3 a n d 4 H r ( S e e I t e m s 1 a n d 3 ) T R a t i n g s – 0 a n d 1 - 1 / 2 H r ( S e e I t e m 3 ) L R a t i n g A t A m b i e n t – l e s s t h a n 1 C F M / s q f t ( S e e I t e m 2 ) L R a t i n g A t 4 0 0 F – l e s s t h a n 1 C F M / s q f t ( S e e I t e m 2 ) 1 . F l o o r o r W a l l A s s e m b l y – L i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e . M i n t h i c k n e s s o f c o n c r e t e f l o o r o r w a l l a s s e m b l y t o b e 2 - 1 / 2 i n . ( 6 4 m m ) f o r 1 a n d 2 h r F R a t i n g , 4 - 1 / 2 i n . ( 1 1 4 m m ) f o r 3 h F r a t i n g a n d 5 - 1 / 2 i n . ( 1 4 0 m m ) f o r 4 h F r a t i n g . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x a r e a o f o p e n i n g 3 6 s q f t ( 3 . 3 4 m ³ ) w i t h o n e d i m e n s i o n o f o p e n i n g b e i n g 3 6 i n . ( 9 1 4 m m ) o r l e s s . S e e C o n c r e t e B l o c k s ( C A Z T ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2 . F i l l , V o i d O r C a v i t y M a t e r i a l s * – G r a p h i t e S e a l , C a u l k , S e a l a n t o r P u t t y ( N o t S h o w n ) – O n e l a y e r o f 1 / 2 i n . ( 1 3 m m ) x 1 / 1 6 i n . ( 1 . 6 m m ) a d h e s i v e b a c k e d g r a p h i t e i n t u m e s c e n t s e a l p o s i t i o n e d u n d e r i n t u m e s c e n t s h e e t a r o u n d e n t i r e p e r i m e t e r o f t h r o u g h o p e n i n g o r m i n 1 / 4 i n . ( 6 m m ) d i a m c o n t i n u o u s b e a d o f c a u l k o r p u t t y a p p l i e d t o e d g e o f i n t u m e s c e n t s h e e t a t i t s i n t e r f a c e w i t h s u r f a c e o f f l o o r o r w a l l a r o u n d e n t i r e p e r i m e t e r o f t h r o u g h o p e n i n g . 3 M C O M P A N Y – E - F I S o r U l t r a G S s e a l s , C P 2 5 W B + c a u l k , M P S - 2 + p u t t y , F B - 3 0 0 0 W T s e a l a n t ( N o t e : L R a t i n g s a p p l y o n l y w h e n T y p e C P 2 5 W B + o r F B - 3 0 0 0 W T s e a l a n t c a u l k i s u s e d . ) 3 . F i l l , V o i d O r C a v i t y M a t e r i a l s * – I n t u m e s c e n t S h e e t – R i g i d a l u m i n u m f o i l - f a c e d s h e e t s w i t h g a l v s t e e l s h e e t b a c k e r . S h e e t c u t t o l a p a m i n o f 2 i n . ( 5 1 m m ) o n t h e f l o o r o r w a l l s u r f a c e o n a l l s i d e s o f t h e t h r o u g h o p e n i n g . S h e e t s t o b e i n s t a l l e d w i t h t h e g a l v s t e e l s h e e t b a c k e r e x p o s e d ( a l u m i n u m f o i l f a c i n g a g a i n s t f l o o r o r w a l l s u r f a c e ) . S h e e t s s e c u r e d t o b o t h s i d e s o f f l o o r o r w a l l a s s e m b l y u s i n g m i n 3 / 1 6 i n . ( 4 . 8 m m ) d i a m b y 1 - 1 / 4 i n . ( 3 2 m m ) l o n g s t e e l m a s o n r y f a s t e n e r s w i t h m i n 1 - 1 / 4 i n . ( 3 2 m m ) d i a m s t e e l w a s h e r s . M a x s p a c i n g o f f a s t e n e r s n o t t o e x c e e d 6 i n . ( 1 5 2 m m ) O C . A s a n o p t i o n f o r 1 , 2 a n d 3 h F r a t i n g s i n f l o o r a s s e m b l i e s o n l y , t h e s h e e t m a y b e i n s t a l l e d o n l y o n t h e t o p s u r f a c e o f t h e f l o o r ( s e e C o n f i g u r a t i o n A a b o v e ) . W h e n t h e s h e e t i s i n s t a l l e d o n l y o n t h e t o p s u r f a c e o f t h e f l o o r , T R a t i n g i s 0 h . 3 M C O M P A N Y – T y p e C S - 1 9 5 + 4 . S u p p o r t C h a n n e l – ( N o t s h o w n ) – W h e n a r e a o f t h r o u g h o p e n i n g e x c e e d s 1 4 4 0 s q i n . , ( 9 , 2 9 0 c m ² ) a n i n t e r m e d i a t e s u p p o r t c h a n n e l s h a l l b e i n s t a l l e d o n e a c h s i d e o f f l o o r o r w a l l a s s e m b l y , f l u s h w i t h f l o o r o r w a l l s u r f a c e , n e a r t h e c e n t e r o f t h e o p e n i n g . S u p p o r t c h a n n e l s t o b e m i n 1 - 5 / 8 b y 1 - 5 / 8 i n . ( 4 1 b y 4 1 m m ) a n d f o r m e d o f m i n 0 . 0 9 3 i n . ( 2 . 3 6 m m ) t h i c k ( N o . 1 2 g a u g e ) p a i n t e d o r g a l v s t e e l . E n d s o f s t e e l c h a n n e l b o l t e d o r w e l d e d t o s t e e l a n g l e s a n c h o r e d t o i n s i d e w a l l s o f t h r o u g h o p e n i n g . I n t u m e s c e n t s h e e t s s e c u r e d t o s t e e l s u p p o r t c h a n n e l s w i t h s t e e l s h e e t m e t a l s c r e w s i n c o n j u n c t i o n w i t h m i n 1 - 1 / 4 i n . ( 3 2 m m ) d i a m s t e e l f e n d e r w a s h e r s s p a c e d a m a x o f 4 i n . ( 1 0 2 m m ) O C . * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k i n g R e p r i n t e d f r o m t h e O n l i n e C e r t i f i c a t i o n s D i r e c t o r y w i t h p e r m i s s i o n f r o m U n d e r w r i t e r s L a b o r a t o r i e s I n c . C o p y r i g h t © 2 0 1 0 U n d e r w r i t e r s L a b o r a t o r i e s I n c . ® CAJ Concrete 0000 Series Blanks Through Penetrations S y s t e m N o . C - A J - 0 0 0 7 M a y 2 1 , 2 0 1 2 A N S I / U L 1 4 7 9 ( A S T M E 8 1 4 ) C A N / U L C S 1 1 5 F R a t i n g – 3 H r F T R a t i n g s – 0 a n d 2 H r ( S e e I t e m 2 ) F H R a t i n g – 3 H r F T H R a t i n g s – 0 a n d 2 H r ( S e e I t e m 2 ) F R a t i n g – 3 H r T R a t i n g s – 0 a n d 2 H r ( S e e I t e m 2 ) 1 . F l o o r o r W a l l A s s e m b l y – M i n 4 - 1 / 2 i n . ( 1 1 4 m m ) t h i c k l i g h t w e i g h t o r n o r m a l w e i g h t ( 1 0 0 - 1 5 0 p c f o r 1 6 0 0 - 2 4 0 0 k g / m ³ ) c o n c r e t e . W a l l m a y a l s o b e c o n s t r u c t e d o f a n y U L C l a s s i f i e d C o n c r e t e B l o c k s * . M a x d i a m o f o p e n i n g i s 4 i n . ( 1 0 2 m m ) . S e e C o n c r e t e B l o c k s ( C A Z T ) c a t e g o r y i n t h e F i r e R e s i s t a n c e D i r e c t o r y f o r n a m e s o f m a n u f a c t u r e r s . 2 . S t e e l S l e e v e – ( O p t i o n a l ) – N o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) S c h e d u l e 1 0 ( o r h e a v i e r ) s t e e l s l e e v e c a s t o r g r o u t e d i n t o f l o o r o r w a l l a s s e m b l y . S t e e l s l e e v e m a y b e i n s t a l l e d f l u s h o r m a y p r o j e c t m a x 2 i n . ( 5 1 m m ) b e y o n d t h e f l o o r o r w a l l s u r f a c e s . A s a n a l t e r n a t e , n o m 4 i n . ( 1 0 2 m m ) d i a m ( o r s m a l l e r ) s l e e v e f a b r i c a t e d f r o m n o m 0 . 0 1 9 i n . ( 0 . 4 8 m m ) t h i c k g a l v s t e e l c a s t o r g r o u t e d i n t o f l o o r o r w a l l a s s e m b l y f l u s h w i t h f l o o r o r w a l l s u r f a c e s . W h e n s t e e l s l e e v e i s u s e d , T R a t i n g i s 0 H r . 3 . P a c k i n g M a t e r i a l – M i n 1 i n . ( 2 5 m m ) t h i c k n e s s o f c e r a m i c ( a l u m i n a s i l i c a ) f i b e r b l a n k e t o r m i n e r a l w o o l b a t t i n s u l a t i o n f i r m l y p a c k e d i n t o o p e n i n g a s a p e r m a n e n t f o r m . W h e n s t e e l s l e e v e ( I t e m 2 ) i s u s e d , m i n p a c k i n g m a t e r i a l t h i c k n e s s i s 2 i n . ( 5 1 m m ) . P a c k i n g m a t e r i a l t o b e r e c e s s e d m i n 1 i n . ( 2 5 m m ) f r o m t o p s u r f a c e o f f l o o r o r f l o o r s l e e v e o r f r o m b o t h s u r f a c e s o f w a l l o r b o t h e n d s o f w a l l s l e e v e t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . 3 A . F o r m i n g M a t e r i a l * – A s a n a l t e r n a t e t o t h e p a c k i n g m a t e r i a l i n I t e m 3 , n o m 4 i n . ( 1 0 2 m m ) w i d e s t r i p s o f m i n 1 / 2 i n ( 1 3 m m ) t h i c k c o m p r e s s i b l e m a t t o b e f o l d e d i n h a l f , l e n g t h w i s e , a n d t i g h t l y - r o l l e d i n t o a s o l i d 2 i n . ( 5 1 m m ) h i g h c y l i n d e r h a v i n g a d i a m e t e r g r e a t e r t h a n t h e i n s i d e d i a m e t e r o f t h e o p e n i n g a n d i n s t a l l e d e d g e - f i r s t i n t o t h e o p e n i n g . T o p o f f o r m i n g m a t e r i a l t o b e r e c e s s e d m i n 1 i n . ( 2 5 m m ) f r o m t o p s u r f a c e o f f l o o r o r f l o o r s l e e v e o r f r o m b o t h s u r f a c e s o f w a l l o r b o t h e n d s o f w a l l s l e e v e t o a c c o m m o d a t e t h e r e q u i r e d t h i c k n e s s o f f i l l m a t e r i a l . 3 M C O M P A N Y – F i r e B a r r i e r P a c k i n g M a t e r i a l 4 . F i l l , V o i d o r C a v i t y M a t e r i a l s * – P u t t y – M o l d a b l e p u t t y m a t e r i a l , a p p l i e d t o f i l l t h r o u g h o p e n i n g t o a m i n d e p t h o f 1 i n . ( 2 5 m m ) . I n f l o o r s , f i l l m a t e r i a l t o b e i n s t a l l e d f l u s h w i t h t o p s u r f a c e o f f l o o r o r f l o o r s l e e v e . I n w a l l s , f i l l m a t e r i a l t o b e i n s t a l l e d f l u s h w i t h w a l l s u r f a c e o r e n d o f s l e e v e o n b o t h s i d e s o f w a l l a s s e m b l y . 3 M C O M P A N Y – M P S - 2 + P u t t y * B e a r i n g t h e U L C l a s s i f i c a t i o n M a r k R e p r i n t e d f r o m t h e O n l i n e C e r t i f i c a t i o n s D i r e c t o r y w i t h p e r m i s s i o n f r o m U L © 2 0 1 2 U L L L C CAJ Concrete 0000 Series Blanks Through PenetrationsSystem No. C-AJ-0060March 05, 2007F Rating – 3 HrT Ratings – 1, 2 and 3 Hr (See Item 2) LRating At Ambient – Less Than 1 CFM/sq ftL Rating At 400 F – 2 CFM/sq ftW Rating – Class 11.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick reinforced light-weight or normal weight (100-150 pcf or 1600-2400 kg/m³)concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. (152 mm).See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2.Sleeves (Optional) – The following sleeves may be used:A.Metallic Sleeve – Nom 6 in. (152 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast or grouted into floor orwall assembly, flush with floor or wall surfaces. As an alternate, nom 6 in. (152 mm) diam (or smaller) sleeve fabricated from nom0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. T Rating is 1 Hrwhen metallic sleeve is used.B.Nonmetallic Sleeve – Nom 6 in. (152 mm) diam (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe cast or grouted into flooror wall assembly, flush with floor or wall surfaces. T Rating is 2 Hr when PVC sleeve is used.T Rating is 3 Hr when no sleeve is used.3.Firestop System – The firestop system shall consist of the following:A.Packing Material – Min 3-3/4 in. (95 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into openingas a permanent form so that the width of the wool is compressed at least 50 percent. Packing material to be recessed from topsurface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.B.Fill, Void or Cavity Material* – Sealant – Min 1/4 in. (6 mm) thickness of sealant applied within the annulus, flush with the topsurface of floor or with both surfaces of wall. Sealant to lap onto top surface of concrete floor to attain W Rating.3M COMPANY – FB-1000 NS (floors or walls) or FB-1003 SL*Bearing the UL Classification MarkThis material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. A 4 . 6 d TYPICAL PENETRATION DETAILS PLOT DATE: 5/4/2023 Q:\ACADFile\PALISADES APPT - REXBURG\WORKING\PAL_APT-A4-6-PEN.dwg R E V I S I O N S 3520 N UNIVERSITY AVENUE #200, PROVO UT 84604 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM D R A W N B Y THESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT - COPYRIGHT © 2014 BY HARRIS ARCHITECTURE - ALL RIGHTS RESERVED 0 5 / 0 4 / 2 3 ROOF PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 5 - 1 - R O O F . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 ROOF PLAN A5.1 05/04/23 LEVEL 0 - REFLECTED CEILING PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 6 - 0 - 0 R C P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 0 REFLECTED CEILING PLAN A6.0 05/04/23 LEVEL 1 - REFLECTED CEILING PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 6 - 1 - 1 R C P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 1 REFLECTED CEILING PLAN A6.1 05/04/23 LEVEL 2 - REFLECTED CEILING PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 6 - 2 - 2 R C P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 2 REFLECTED CEILING PLAN A6.2 05/04/23 LEVEL 3 - REFLECTED CEILING PLAN PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 6 - 3 - 3 R C P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 LEVEL 3 REFLECTED CEILING PLAN A6.3 05/04/23 A6.4 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 6 - 4 - U N I T R C P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 TYPICAL UNIT REFLECTED CEILING PLAN 05/04/23 A6.5 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A 6 - 5 - R C P D E T A I L S . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 SUSPENDED GRID CEILING DETAILS 05/04/23 PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A - 0 8 - 0 1 - I E . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 MOUNTING HEIGHT DETAILS A8.1a 05/04/23 W243 STUDS WOOD OR METAL GYPSUM BOARD DRY-SET OR LATEX- PORTLAND CEMENT CERAMIC TILE MORTAR BOND COAT Gypsum Board Dry-Set Mortar or Latex Portland Cement Mortar • • • • • • • — • — • — • — • — • — • — • — • — • — • — • — CERAMIC TILE MORTAR BED METAL LATH BOND COAT Metal Lath Cement Mortar SUBFLOOR F145 CLEAVAGE MEMBRANE • • • • • • • — • — • — • — • • — • — • — F122 • • • • • • — • — • — • — • • — • • — • — • — CERAMIC TILE Thin-Set MORTAR BED LATEX-PORTLAND CEMENT MORTAR BOND COAT WATERPROOF MEMBRANE: SHEET OR LIQUID APPLIED MAPEILASTIC MEMBRANE CONC. OR CURED PL O T D A T E : 5/ 4 / 2 0 2 3 Q: \ A C A D F i l e \ P A L I S A D E S A P P T - R E X B U R G \ W O R K I N G \ P A L _ A P T - A - 0 8 - 0 1 - I E . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APPARTMENTS A NEW BUILDING FOR JLH 5 / 4 / 2023 MOUNTING HEIGHT DETAILS A8.1b 05/04/23 G E N E R A L S T R U C T U R A L N O T E S SOIL AND FOUNDATIONS1.Geotechnical investigations shall confo r m t o 2 0 1 8 I B C 1 8 0 3 . E x c a v a t i o n , g r a d i n g a n d f i l l s h a l l c o n f o r m t o 2 0 1 8 I B C 1 8 0 4 . Footings and foundations shall be cons t r u c t e d i n a c c o r d a n c e w i t h 2 0 1 8 I B C 1 8 0 7 t h r o u g h 1 8 1 0 . 2.Where required, the owner shall submi t a g e o t e c h n i c a l i n v e s t i g a t i o n r e p o r t t o t h e b u i l d i n g o f f i c i a l i n a c c o r d a n c e w i t h 2 0 1 8 IBC 1803. The contractor shall inform t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l i n r e s p o n s i b l e c h a r g e i f t h e s o i l c o n d i t i o n s a r e n o t consistent with the investigation report a n d t h e f o u n d a t i o n d e s i g n d a t a . 3.Excavations for any purpose shall not r e m o v e l a t e r a l s u p p o r t f r o m a n y f o o t i n g o r f o u n d a t i o n w i t h o u t f i r s t u n d e r p i n n i n g o r protecting the footing or foundation ag a i n s t s e t t l e m e n t o r l a t e r a l t r a n s l a t i o n ( 2 0 1 8 I B C 1 8 0 4 . 1 ) . 4.Excavation outside the foundation shall b e b a c k f i l l e d w i t h s o i l t h a t i s f r e e o f o r g a n i c m a t e r i a l , c o n s t r u c t i o n d e b r i s , c o b b l e s and boulders or with a controlled low-s t r e n g t h m a t e r i a l ( C L S M ) . T h e b a c k f i l l s h a l l b e p l a c e d i n l i f t s a n d c o m p a c t e d , i n a manner that does not damage the foun d a t i o n o r t h e w a t e r p r o o f i n g o r d a m p p r o o f i n g m a t e r i a l ( 2 0 1 8 I B C 1 8 0 4 . 3 ) . 5.The ground immediately adjacent to th e f o u n d a t i o n s h a l l h a v e a 5 - p e r c e n t s l o p e a w a y f r o m t h e b u i l d i n g f o r a m i n i m u m distance of 10 feet measured perpendi c u l a r t o t h e f a c e o f t h e f o u n d a t i o n w a l l . I f p h y s i c a l o b s t r u c t i o n s o r l o t l i n e s p r o h i b i t 1 0 feet of horizontal distance, a 5-percent s l o p e s h a l l b e p r o v i d e d t o a n a p p r o v e d a l t e r n a t i v e m e t h o d o f d i v e r t i n g w a t e r a w a y from the foundation. Impervious surfac e s w i t h i n 1 0 f e e t o f t h e b u i l d i n g f o u n d a t i o n s h a l l h a v e a m i n i m u m 2 - p e r c e n t s l o p e (2018 IBC 1804.4).6.Footings and foundations shall be built o n u n d i s t u r b e d s o i l , c o m p a c t e d f i l l m a t e r i a l o r C L S M . C o m p a c t e d f i l l m a t e r i a l a n d CLSM shall conform to 2018 IBC 1804. 6 a n d 2 0 1 8 I B C 1 8 0 4 . 7 , r e s p e c t i v e l y ( 2 0 1 8 I B C 1 8 0 9 . 2 ) . 7.The top surface of the footings shall be l e v e l . T h e b o t t o m s u r f a c e o f f o o t i n g s i s p e r m i t t e d t o h a v e a m a x i m u m 1 0 - p e r c e n t slope. Footings shall be stepped wher e i t i s n e c e s s a r y t o c h a n g e t h e e l e v a t i o n o f t h e t o p s u r f a c e o f t h e f o o t i n g o r w h e r e t h e surface of the ground has more than a 1 0 - p e r c e n t s l o p e ( 2 0 1 8 I B C 1 8 0 9 . 3 ) . 8.The minimum depth of footings below t h e u n d i s t u r b e d g r o u n d s u r f a c e s h a l l b e 1 2 i n c h e s ( 2 0 1 8 I B C 1 8 0 9 . 4 ) . F o u n d a t i o n walls, piers and other permanent supp o r t s s h a l l b e e x t e n d e d b e l o w t h e f r o s t l i n e , e x c e p t w h e r e o t h e r w i s e p r o t e c t e d f r o m frost (2018 IBC 1809.5).9.The placement of footings on or adjace n t t o 3 3 - p e r c e n t s l o p e s a n d s t e e p e r s h a l l c o n f o r m t o 2 0 1 8 I B C 1 8 0 8 . 7 . 10.Floors of basements shall be placed ov e r b a s e c o u r s e n o t l e s s t h a n 4 i n c h e s i n t h i c k n e s s a n d a d r a i n s h a l l b e i n s t a l l e d around the foundation perimeter that c o n s i s t s o f g r a v e l o r c r u s h e d s t o n e c o n t a i n i n g n o t m o r e t h a n 1 0 - p e r c e n t m a t e r i a l t h a t passes through a No. 4 sieve (2018 IB C 1 8 0 5 . 4 . 1 , 1 8 0 5 . 4 . 2 ) . 11.Backfill shall not be placed against a fo u n d a t i o n w a l l u n t i l t h e w a l l h a s s u f f i c i e n t s t r e n g t h a n d i s a n c h o r e d t o t h e f l o o r a b o v e , or is sufficiently braced to prevent dam a g e b y t h e b a c k f i l l , e x c e p t b r a c i n g i s n o t r e q u i r e d f o r w a l l s s u p p o r t i n g l e s s t h a n 4 feet of unbalanced backfill (R404.1.7).CONCRETE1.Concrete materials, quality control, and c o n s t r u c t i o n s h a l l c o m p l y w i t h 2 0 1 8 I B C C h a p t e r 1 9 a n d A C I 3 1 8 - 1 4 . 2.Compressive strength (minimum specif i e d a t 2 8 d a y s ) 2.1.Footings: 3,0 0 0 p s i ( 2 0 1 8 I B C 1 8 0 8 . 8 . 1 ) ( 2 , 5 0 0 p s i u s e d i n d e s i g n ) 2.2.Interior floor slabs on grade:3,0 0 0 p s i 2.3.Exterior floor slabs on grade:4,0 0 0 p s i 2.4.Suspended slabs: 4,0 0 0 p s i 2.5.Walls: 3,0 0 0 p s i ( 2 0 1 8 I B C 1 9 0 4 . 1 ) f o r R - 2 , R - 3 o c c u p a n c i e s a n d a p p u r t e n a n c e s 4,0 0 0 p s i f o r o t h e r o c c u p a n c i e s 3.Materials3.1.Cements (ASTM C 150). Concret e e x p o s e d t o f r e e z i n g a n d t h a w i n g o r d e i c i n g c h e m i c a l s s h a l l c o n f o r m t o t h e maximum water-cementitious mat e r i a l r a t i o s a n d m i n i m u m c o m p r e s s i v e s t r e n g t h r e q u i r e m e n t s o f A C I 3 1 8 - 1 4 t a b l e 19.3.1.1 & 19.3.2.1.3.2.Aggregates (ASTM C 33): nomina l m a x i m u m s i z e o f c o a r s e a g g r e g a t e s h a l l n o t b e l a r g e r t h a n 1 / 5 t h e n a r r o w e s t dimension between forms, nor 1/3 t h e d e p t h o f s l a b s , n o r 3 / 4 t h e m i n i m u m c l e a r s p a c i n g b e t w e e n r e i n f o r c i n g b a r s o r wires, tendons, or ducts (ACI 318- 1 4 2 6 . 4 . 2 . 1 ) . 3.3.Water used in mixing concrete sh a l l b e p o t a b l e , c l e a n a n d f r e e f r o m i n j u r i o u s a m o u n t s o f o i l s , a c i d s , a l k a l i s , s a l t s , organic materials, or other substa n c e s d e l e t e r i o u s t o c o n c r e t e o r r e i n f o r c e m e n t ( A C I 3 1 8 - 1 4 2 6 . 4 . 1 . 3 . 1 . b ) . 3.4.Admixtures shall be subject to pri o r a p p r o v a l b y t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l i n r e s p o n s i b l e c h a r g e ( A C I 3 1 8 - 1 4 26.4.1.4.1.b).3.5.Concrete exposed to freezing and t h a w i n g o r d e i c i n g c h e m i c a l s s h a l l b e a i r - e n t r a i n e d w i t h a i r c o n t e n t i n d i c a t e d i n A C I 318-14 Table 19.3.3.1. Tolerance o n a i r c o n t e n t a s d e l i v e r e d s h a l l b e p l u s / m i n u s 1 . 5 p e r c e n t ( A C I 3 1 8 - 1 4 R26.4.2.1(a)(5)).4.Steel Reinforcement4.1.Deformed bars: fy = 60 ks i ( A S T M A 6 1 5 ) 4.2.Welded plain wire: fy = 60 ks i ( A S T M A 1 0 6 4 ) 4.3.Deformed Bar Anchors (DBA) (AS T M A 1 0 6 4 ) 4.4.Headed Stud Anchors (HSA) (AS T M A 1 0 8 ) 4.5.At the time concrete is placed, rei n f o r c e m e n t s h a l l b e f r e e f r o m i c e , m u d , o i l , o r o t h e r n o n m e t a l l i c c o a t i n g s t h a t decrease bond (ACI 318-14 26.6. 1 . 2 ) . 4.6.Reinforcement shall be accurately p l a c e d a n d a d e q u a t e l y s u p p o r t e d b e f o r e c o n c r e t e i s p l a c e d , a n d s h a l l b e s e c u r e d against displacement (ACI 318-14 2 6 . 6 . 2 . 2 ) . 4.7.Details of reinforcement shall conf o r m t o A C I 3 1 8 - 1 4 C h a p t e r 2 5 . 5.Minimum concrete cover (ACI 318-14 T a b l e 2 0 . 6 . 1 . 3 . 1 ) 5.1.Concrete cast against and expose d t o e a r t h : 3 i n c h e s 5.2.Concrete exposed to earth or wea t h e r : 5.2.1.No. 6 through No. 18 bars: 2 i n c h e s 5.2.2.No. 5 bar, W31 wire, and sm a l l e r : 1 . 5 i n c h e s 5.3.Concrete not exposed to earth or w e a t h e r : 5.3.1.Slabs, walls, joists No. 11 ba r a n d s m a l l e r : 0 . 7 5 i n c h e s 5.3.2.Beams, columns primary rein f . , t i e s , s t i r r u p s : 1 . 5 i n c h e s 6.Formwork shall conform to ACI 318-14 S e c t i o n s 2 6 . 1 1 a n d 2 6 . 1 2 a n d A C I 3 4 7 . F o r m s s h a l l b e r e m o v e d i n a m a n n e r a s n o t to impair safety and serviceability of th e s t r u c t u r e . C o n c r e t e e x p o s e d b y f o r m r e m o v a l s h a l l h a v e s u f f i c i e n t s t r e n g t h n o t t o be damaged by removal operation (AC I 3 1 8 - 1 4 2 6 . 1 1 . 2 ) . 7.Conduits, pipes, and sleeves of any m a t e r i a l n o t h a r m f u l t o c o n c r e t e a n d w i t h i n t h e l i m i t a t i o n s o f A C I 3 1 8 - 1 4 2 0 . 7 s h a l l b e approved by the registered design prof e s s i o n a l i n r e s p o n s i b l e c h a r g e ( A C I 3 1 8 - 1 4 2 0 . 7 ) . 8.Construction joints shall be so made a n d l o c a t e d a s n o t t o i m p a i r t h e s t r e n g t h o f t h e s t r u c t u r e ( A C I 3 1 8 - 1 4 1 8 . 1 0 . 9 ) . S a w c u t or tooled joint 25% of slab thickness wi t h i n 1 2 h o u r s o f p o u r o r p r o v i d e e x p a n s i o n s t r i p s w i t h # 4 x 4 8 " @ 1 6 " O . C . c r o s s i n g the joint. Max spacing between joints s h a l l n o t e x c e e d 3 6 t i m e s t h e s l a b t h i c k n e s s o r 1 5 ' - 0 " . 9.The thickness of concrete floor slabs o n g r a d e s h a l l n o t b e l e s s t h a n 3 . 5 i n c h e s . A 6 - m i l p o l y e t h y l e n e v a p o r r e t a r d e r w i t h joints lapped not less than 6 inches (or a n e q u i v a l e n t m a t e r i a l ) s h a l l b e p l a c e d b e t w e e n t h e b a s e c o u r s e o r s u b g r a d e a n d the concrete floor slab, except a vapor r e t a r d e r i s n o t r e q u i r e d i n d e t a c h e d u t i l i t y b u i l d i n g s o r o t h e r u n h e a t e d f a c i l i t i e s ( 2 0 1 8 IBC 1907).MASONRY1.Masonry materials, construction, and q u a l i t y s h a l l c o n f o r m t o 2 0 1 8 I B C 2 1 0 3 - 2 1 0 5 , T M S 4 0 2 / 6 0 2 - 1 6 1.1.Compressive strength: f'c = 2,000 p s i ( T M S 6 0 2 - 1 6 1 . 4 B . 2 T A B L E 2 ) 2.Concrete masonry units (CMU) (ASTM C 9 0 ) 2.1.Grade N2.2.Comprehensive strength: f'm = 2, 0 0 0 p s i ( T M S 6 0 2 - 1 6 1 . 4 B . 2 T A B L E 2 ) 3.Mortar (ASTM C 270)3.1.Type S Portland cement (TMS 40 2 - 1 6 7 . 4 . 4 . 2 . 2 ) 3.2.Compressive strength: f'c = 2,000 p s i ( T M S 6 0 2 - 1 6 1 . 4 B . 2 T A B L E 2 ) 4.Grout (ASTM C 476)4.1.Type: fine or coarse (2018 IBC 21 0 3 . 3 ) 4.2.Compressive strength (minimum s p e c i f i e d a t 2 8 d a y s ) : f ' c = 2 , 0 0 0 p s i ( A S T M C 1 0 1 9 ) 5.Steel reinforcement5.1.Deformed bars: fy = 60 ksi (ASTM A 6 1 5 G r . 6 0 ) 6.Bed joint thickness shall be 5/8 inch m a x i m u m ( T M S 6 0 2 - 1 6 1 . 4 B . 2 ) 7.Grout shall have an 8”-11” slump using a 3 / 8 ” m a x i m u m a g g r e g a t e . G r o u t l i f t s s h a l l n o t e x c e e d 5 f e e t i n h e i g h t u n l e s s n o t e d otherwise. Consolidate by mechanical v i b r a t i o n p o u r s t h a t e x c e e d 1 2 i n c h e s i n h e i g h t . 8.The clear distance between parallel ba r s s h a l l n o t b e l e s s t h a n t h e n o m i n a l d i a m e t e r o f t h e b a r s , n o r l e s s t h a n 1 i n c h ( T M S 402-16 6.1.3). Joint reinforcement shal l h a v e c o v e r n o t l e s s t h a n 5 / 8 " . ( T M S 4 0 2 - 1 6 6 . 1 . 4 . 2 ) 9.The diameter of bend measured on the i n s i d e o f r e i n f o r c i n g b a r s , o t h e r t h a n f o r s t i r r u p s a n d t i e s , s h a l l n o t b e l e s s t h a n specified in table 6.1.8 (TMS 402-16 6. 1 . 8 . 2 ) 10. All masonry below grade shall be solid g r o u t e d . 11. Control joint spacing not to exceed 30' - 0 " . S e e A r c h i t e c t u r a l f o r l o c a t i o n s . MASONRY AND STONE VENEER1.Masonry veneer materials, constructio n , a n d q u a l i t y s h a l l c o n f o r m t o 2 0 1 8 I B C 2 1 0 3 - 2 1 0 5 a n d T M S 4 0 2 - 1 6 C h a p . 6 . 2.Lintels2.1.Veneer shall not support any verti c a l l o a d o t h e r t h a n t h e d e a d l o a d o f t h e v e n e e r a b o v e . V e n e e r a b o v e o p e n i n g s s h a l l be supported on lintels of noncom b u s t i b l e m a t e r i a l s . L i n t e l s s h a l l h a v e 1 i n c h o f b e a r i n g f o r e a c h 1 f o o t o f s p a n , b u t n o t less than 4 inches of bearing.3.Anchorage3.1.Veneer shall be anchored to the s u p p o r t i n g w a l l f r a m i n g w i t h h o t - d i p p e d g a l v a n i z e d m e t a l t i e s . ( S t r a n d w i r e o r corrugated sheet metal)3.2.Engage all anchor ties with a No. 9 g a g e w i r e i n t h e c e n t e r o f t h e v e n e e r a n d e m b e d d e d i n t h e m o r t a r j o i n t . (R703.8.4.1)3.3.Each tie shall be spaced not more t h a n 1 6 i n c h e s o n c e n t e r h o r i z o n t a l l y a n d v e r t i c a l l y a n d s h a l l s u p p o r t n o t m o r e t h a n 2 square feet of wall area. Additio n a l m e t a l t i e s s h a l l b e p r o v i d e d a r o u n d a l l w a l l o p e n i n g s g r e a t e r t h a n 1 6 i n c h e s i n either dimension. (R703.8.4.1) W O O D 1 . W o o d m a t e r i a l s , q u a l i t y , a n d c o n s t r u c t i o n s h a l l c o n f o r m t o 2 0 1 8 I B C C h a p t e r 2 3 a n d T a b l e 2 3 0 4 . 1 0 . 2 . S t r u c t u r a l l u m b e r ( 2 0 1 8 I B C 2 3 0 3 . 1 . 1 - 9 , 2 0 1 8 N D S ) 2 . 1 . B e a r i n g w a l l s : D o u g l a s - F i r L a r c h ( D F ) S t u d ( A S T M D 1 9 9 0 , D O C P S 2 0 ) 2 . 2 . P o s t s : D o u g l a s - F i r L a r c h ( D F ) S t u d ( A S T M D 1 9 9 0 , D O C P S 2 0 ) 2 . 3 . B e a m s a n d h e a d e r s : D o u g l a s - F i r L a r c h ( D F ) N o . 2 ( A S T M D 1 9 9 0 , D O C P S 2 0 ) 2 . 4 . H e a v y t i m b e r : D o u g l a s - F i r L a r c h ( D F ) N o . 1 ( A S T M D 1 9 9 0 , D O C P S 2 0 ) 2 . 5 . S i l l p l a t e s : P r e s e r v a t i v e - t r e a t e d w o o d , r e d w o o d ( A W P A U 1 M 4 ) 2 . 6 . N a t u r a l l y d u r a b l e o r p r e s e r v a t i v e - t r e a t e d w o o d s h a l l b e u s e d w h e r e s t r u c t u r a l l u m b e r i s 1 8 i n c h e s o r c l o s e r t o e x p o s e d g r o u n d ; w h e r e s t r u c t u r a l l u m b e r i s i n c o n t a c t w i t h e x t e r i o r m a s o n r y o r c o n c r e t e w a l l s b e l o w g r a d e ; w h e r e s l e e p e r s , s i l l s , p o s t s , a n d c o l u m n s a r e o n a c o n c r e t e o r m a s o n r y s l a b o r f o o t i n g t h a t i s i n d i r e c t c o n t a c t w i t h e a r t h ; a n d w h e r e s t r u c t u r a l l u m b e r i s a t t a c h e d d i r e c t l y t o e x t e r i o r m a s o n r y o r c o n c r e t e w a l l s , u n l e s s a 0 . 5 i n c h a i r s p a c e o n t o p , s i d e s , a n d e n d i s p r o v i d e d ( 2 0 1 8 I B C 2 3 0 4 . 1 2 ) . 3 . S t r u c t u r a l l o g s ( A S T M D 3 9 5 7 ) - I C C - 4 0 0 s t a n d a r d f o r t h e d e s i g n a n d c o n s t r u c t i o n o f l o g s t r u c t u r e s 4 . S t r u c t u r a l g l u e d - l a m i n a t e d t i m b e r ( 2 0 1 8 I B C 2 3 0 3 . 1 . 3 , 2 0 1 8 N D S 5 . 1 . 1 ) 4 . 1 . S i n g l e s p a n : 2 4 F - 1 . 8 E ( 2 4 F - V 4 ) ( A S T M D 3 7 3 7 , A N S I / A I T C A 1 9 0 . 1 ) 4 . 2 . M u l t i p l e s p a n : 2 4 F - 1 . 8 E B a l a n c e d l a y u p ( 2 4 F - V 8 ) ( A S T M D 3 7 3 7 , A N S I / A I T C A 1 9 0 . 1 ) 4 . 3 . C a n t i l e v e r s p a n : 2 4 F - 1 . 8 E B a l a n c e d l a y u p ( 2 4 F - V 8 ) ( A S T M D 3 7 3 7 , A N S I / A I T C A 1 9 0 . 1 ) 5 . S t r u c t u r a l c o m p o s i t e l u m b e r a n d e n g i n e e r e d w o o d ( 2 0 1 8 I B C 2 3 0 3 . 1 . 1 0 , 2 0 1 8 N D S 8 . 1 . 1 ) 5 . 1 . L a m i n a t e d s t r a n d l u m b e r ( L S L ) 5 . 1 . 1 . E x = 1 . 3 E ( A S T M D 5 4 5 6 ) 5 . 1 . 2 . E x = 1 . 5 E ( A S T M D 5 4 5 6 ) 5 . 1 . 3 . E x = 1 . 5 5 E ( A S T M D 5 4 5 6 ) 5 . 1 . 4 . 1 . 1 2 5 i n c h A P A P e r f o r m a n c e - R a t e d ( o r e q u i v a l e n t ) r i m b o a r d - ( 2 0 1 8 I B C 2 3 0 3 . 1 . 1 3 , A S T M 7 6 7 2 , A N S I / A P A P R R 4 1 0 ) 5 . 2 . L a m i n a t e d v e n e e r l u m b e r ( L V L ) 5 . 2 . 1 . E x = 2 . 0 E ( A S T M D 5 4 5 6 ) 5 . 3 . P a r a l l e l s t r a n d l u m b e r ( P S L ) 5 . 3 . 1 . E x = 2 . 0 E ( b e a m s ) ( A S T M D 5 4 5 6 ) 5 . 3 . 2 . E x = 1 . 8 E ( c o l u m n s ) ( A S T M D 5 4 5 6 ) 5 . 4 . P r e f a b r i c a t e d w o o d I - j o i s t ( 2 0 1 8 I B C 2 3 0 3 . 1 . 2 , 2 0 1 8 N D S 7 . 1 . 1 ) ( A S T M D 5 0 5 5 ) 6 . W o o d s t r u c t u r a l p a n e l s ( 2 0 1 8 I B C 2 3 0 4 . 8 , 2 0 1 8 N D S 9 . 1 . 3 ) 6 . 1 . R o o f , f l o o r , a n d w a l l s h e a t h i n g : o r i e n t e d s t r a n d b o a r d ( O S B ) ( D O C P S 1 , 2 ) . 6 . 2 . S h e a t h i n g s h a l l b e m a n u f a c t u r e d w i t h e x t e r i o r g l u e a n d n o t l e s s t h a n 4 X 8 f e e t , e x c e p t a t b o u n d a r i e s a n d a t c h a n g e s i n f r a m i n g ( 2 0 1 8 I B C 2 3 0 5 . 1 , A W C S D P W S - 2 0 1 5 ) . 6 . 3 . W a l l s h e a t h i n g 6 . 3 . 1 . O r i e n t e d s t r a n d b o a r d ( O S B ) ( D O C P S 1 , 2 ) 6 . 3 . 2 . A l l p a n e l j o i n t s i n w a l l s s h a l l o c c u r o v e r s t u d s o r b l o c k i n g u s i n g a m i n i m u m o f 8 d c o m m o n n a i l s s p a c e d a m a x i m u m o f 6 i n c h e s a t p a n e l e d g e s a n d 1 2 i n c h e s a t i n t e r m e d i a t e f r a m i n g ( 2 0 1 8 I B C 2 3 0 6 . 3 ) . 6 . 4 . R o o f a n d f l o o r s h e a t h i n g s h a l l b e p l a c e d p e r p e n d i c u l a r t o s u p p o r t i n g f r a m i n g . S t a g g e r s h e a t h i n g j o i n t s . 7 . F a s t e n e r s 7 . 1 . N a i l s ( 2 0 1 8 I B C 2 3 0 3 . 6 , 2 0 1 8 N D S T a b l e L 4 ) ( A S T M F 1 6 6 7 ) P e n n y w e i g h t C o m m o n B o x S i n k e r 7 . 1 . 1 . 8 d = 0 . 1 3 1 " X 2 . 5 " 0 . 1 1 3 " X 2 . 5 " 0 . 1 1 3 " X 2 . 3 7 5 " 7 . 1 . 2 . 1 0 d = 0 . 1 4 8 " X 3 . 0 " 0 . 1 2 8 " X 3 . 0 " 0 . 1 2 0 " X 2 . 8 7 5 " 7 . 1 . 3 . 1 6 d = 0 . 1 6 2 " X 3 . 5 " 0 . 1 3 5 " X 3 . 5 " 0 . 1 4 8 " X 3 . 2 5 0 " 7 . 2 . S t a p l e s ( 2 0 1 8 I B C 2 3 0 3 . 6 ) 7 . 2 . 1 . 1 6 g a g e = 1 . 5 X 0 . 4 3 7 5 i n c h c r o w n ( A S T M F 1 6 6 7 ) 7 . 3 . B o l t s ( 2 0 1 8 N D S 1 2 . 1 . 3 , T a b l e L 1 ) 7 . 3 . 1 . C o n n e c t o r b o l t s ( A 3 0 7 ) 7 . 3 . 2 . A n c h o r b o l t s ( A 3 0 7 ) w i t h a 3 X 3 X 0 . 2 2 9 i n c h w a s h e r ( 2 0 1 8 I B C 2 3 0 8 . 3 . 1 ) a n d 7 " m i n e m b e d m e n t . 7 . 3 . 3 . B o l t h o l e s s h a l l b e d r i l l e d w i t h a b i t 1 / 3 2 i n c h t o 1 / 1 6 i n c h l a r g e r t h a n t h e n o m i n a l b o l t d i a m e t e r . 7 . 4 . L a g S c r e w s ( 2 0 1 8 N D S 1 2 . 1 . 4 , T a b l e L 2 ) ( A 3 0 7 ) 7 . 4 . 1 . L a g s c r e w s s h a l l b e i n s e r t e d i n a d r i l l e d p i l o t h o l e t h a t i s 6 0 % - 7 5 % o f t h e s h a n k d i a m e t e r b y t u r n i n g w i t h a w r e n c h . D o n o t d r i v e s c r e w s w i t h a h a m m e r . L a g s c r e w s s h a l l b e p r o v i d e d w i t h a n o v e r s i z e d w a s h e r . 7 . 5 . F a s t e n e r s i n p r e s e r v a t i v e - t r e a t e d a n d f i r e - r e t a r d a n t - t r e a t e d w o o d s h a l l b e o f h o t d i p p e d z i n c - c o a t e d g a l v a n i z e d s t e e l , s i l i c o n b r o n z e o r c o p p e r ( 2 0 1 8 I B C 2 3 0 4 . 1 0 . 5 ) . 7 . 6 . S h e a t h i n g f a s t e n e r s s h a l l b e d r i v e n s o t h e h e a d o r c r o w n i s f l u s h w i t h t h e s h e a t h i n g s u r f a c e ( 2 0 1 8 I B C 2 3 0 4 . 1 0 . 2 ) . 8 . J o i s t h a n g e r s a n d c o n n e c t o r s ( 2 0 1 8 I B C 2 3 0 3 . 5 ) 8 . 1 . H a n g e r h a r d w a r e a n d o t h e r w o o d c o n n e c t i o n s s h a l l b e d e s i g n e d t o c a r r y t h e c a p a c i t y o f t h e s u p p o r t i n g m e m b e r s . 9 . F l o o r f r a m i n g ( 2 0 1 8 I B C 2 3 0 8 . 4 . 2 ) 9 . 1 . J o i s t s s h a l l n o t h a v e l e s s t h a n 1 . 5 i n c h e s o f b e a r i n g o n w o o d o r m e t a l , o r l e s s t h a n 3 i n c h e s o n m a s o n r y ( 2 0 1 8 I B C 2 3 0 8 . 4 . 2 . 2 ) . P r e - f a b r i c a t e d w o o d I - j o i s t s s h a l l h a v e m i n i m u m b e a r i n g a c c o r d i n g t o t h e m a n u f a c t u r e r ' s r e c o m m e n d a t i o n s a n d s p e c i f i c a t i o n s . 9 . 2 . J o i s t s s h a l l b e s u p p o r t e d l a t e r a l l y a t t h e e n d s a n d a t e a c h s u p p o r t b y f u l l - d e p t h s o l i d b l o c k i n g , e x c e p t w h e r e n a i l e d t o a h e a d e r o r b a n d o r r i m j o i s t . S o l i d b l o c k i n g s h a l l n o t b e l e s s t h a n 2 i n c h e s t h i c k ( 2 0 1 8 I B C 2 3 0 8 . 4 . 2 . 3 ) . 9 . 3 . N o t c h e s o n t h e e n d s o f j o i s t s s h a l l n o t e x c e e d o n e - f o u r t h t h e j o i s t d e p t h . H o l e s b o r e d i n j o i s t s s h a l l n o t b e w i t h i n 2 i n c h e s o f t h e t o p o r b o t t o m o f t h e j o i s t . N o t c h e s i n t h e t o p o r b o t t o m o f j o i s t s s h a l l n o t e x c e e d o n e - s i x t h t h e d e p t h a n d s h a l l n o t b e l o c a t e d i n t h e m i d d l e t h i r d o f t h e s p a n ( 2 0 1 8 I B C 2 3 0 8 . 4 . 2 . 4 ) . 9 . 4 . T h e d i a m e t e r o f h o l e s b o r e d o r c u t i n t o s t r u c t u r a l f l o o r m e m b e r s s h a l l n o t e x c e e d o n e - t h i r d t h e d e p t h o f t h e m e m b e r . H o l e s s h a l l n o t b e c l o s e r t h a n 2 i n c h e s t o t h e t o p o r b o t t o m o f t h e m e m b e r , o r t o a n y o t h e r h o l e l o c a t e d i n t h e m e m b e r . W h e r e t h e m e m b e r i s a l s o n o t c h e d , t h e h o l e s h a l l n o t b e c l o s e r t h a n 2 i n c h e s t o t h e n o t c h ( R 5 0 2 . 8 . 1 ) . 1 0 . W a l l c o n s t r u c t i o n ( 2 0 1 8 I B C 2 3 0 8 . 5 ) 1 0 . 1 . S t u d s s h a l l b e p l a c e d w i t h t h e i r w i d e d i m e n s i o n p e r p e n d i c u l a r t o t h e w a l l . N o t l e s s t h a n t h r e e s t u d s s h a l l b e i n s t a l l e d a t e a c h c o r n e r o f a n e x t e r i o r w a l l ( 2 0 1 8 I B C 2 3 0 8 . 5 . 2 ) . 1 0 . 2 . B e a r i n g a n d e x t e r i o r w a l l s t u d s s h a l l b e c a p p e d w i t h 2 - i n c h t h i c k n o m i n a l d o u b l e t o p p l a t e s , h a v e a w i d t h a t l e a s t e q u a l t o t h e w i d t h o f t h e s t u d s , a n d s h a l l b e i n s t a l l e d t o p r o v i d e o v e r l a p p i n g a t c o r n e r s a n d i n t e r s e c t i o n s w i t h o t h e r p a r t i t i o n s . E n d j o i n t s i n p a r t i t i o n s s h a l l b e o f f s e t a t l e a s t 4 8 i n c h e s , a n d s h a l l b e n a i l e d w i t h n o t l e s s t h a n e i g h t 1 6 d c o m m o n f a c e n a i l s o n e a c h s i d e o f t h e j o i n t . ( 2 0 1 8 I B C 2 3 0 8 . 5 . 3 . 2 ) . 1 0 . 3 . S t u d s s h a l l h a v e f u l l b e a r i n g o n a 2 - i n c h t h i c k n o m i n a l ( o r l a r g e r ) b o t t o m p l a t e o r s i l l h a v i n g a w i d t h a t l e a s t e q u a l t o t h e w i d t h o f t h e s t u d ( 2 0 1 8 I B C 2 3 0 8 . 5 . 3 . 1 ) . 1 0 . 4 . I n e x t e r i o r w a l l s a n d b e a r i n g p a r t i t i o n s , a n y w o o d s t u d i s p e r m i t t e d t o b e c u t o r n o t c h e d t o a d e p t h n o t e x c e e d i n g 2 5 p e r c e n t o f i t s w i d t h . I n n o n b e a r i n g p a r t i t i o n s , c u t t i n g o r n o t c h i n g o f s t u d s t o a d e p t h o f n o t g r e a t e r t h a n 4 0 p e r c e n t o f t h e w i d t h i s p e r m i t t e d ( 2 0 1 8 I B C 2 3 0 8 . 5 . 9 ) . 1 0 . 5 . A h o l e w i t h a d i a m e t e r n o t g r e a t e r t h a n 4 0 p e r c e n t o f t h e s t u d w i d t h i s p e r m i t t e d t o b e b o r e d i n a n y w o o d s t u d . I n n o c a s e s h a l l t h e e d g e o f t h e b o r e d h o l e b e n e a r e r t h a n 0 . 6 2 5 i n c h e s t o t h e e d g e o f t h e s t u d . B o r e d h o l e s s h a l l n o t b e l o c a t e d a t t h e s a m e s e c t i o n o f s t u d a s a c u t o r n o t c h ( 2 0 1 8 I B C 2 3 0 8 . 5 . 1 0 ) . 1 0 . 6 . B e a r i n g w a l l s w i t h o u t w o o d s h e a t h i n g o r g y p s u m w a l l b o a r d o n e i t h e r s i d e s h a l l h a v e b l o c k i n g b e t w e e n w a l l s t u d s a t m i d - h e i g h t . 1 0 . 7 . S t u d s s h a l l b e s p a c e d a t 1 6 i n c h e s o n c e n t e r f o r e x t e r i o r w a l l s , i n t e r i o r b e a r i n g w a l l s , a n d s h e a r w a l l s , u n l e s s n o t e d o t h e r w i s e o n t h e p l a n s . 1 1 . P o s t s a n d c o l u m n s 1 1 . 1 . C o l u m n s s h a l l b e a s w i d e a s t h e m e m b e r t h e y s u p p o r t , l a t e r a l l y s u p p o r t e d a t a l l f l o o r l e v e l s , a n d e x t e n d d o w n t h r o u g h t h e s t r u c t u r e t o t h e f o u n d a t i o n . P r o v i d e s q u a s h b l o c k i n g a t r i m j o i s t b e l o w a l l c o l u m n s , t r i m m e r s , a n d p o s t s . 1 1 . 2 . W o o d c o l u m n s a n d p o s t s s h a l l b e f r a m e d t o p r o v i d e f u l l e n d b e a r i n g ( 2 0 1 8 I B C 2 3 0 4 . 1 0 . 7 ) . 1 1 . 3 . P o s t s a n d c o l u m n s s h a l l b e s u p p o r t e d b y c o n c r e t e p i e r s o r m e t a l p e d e s t a l s p r o j e c t i n g a b o v e c o n c r e t e o r m a s o n r y f l o o r s o r d e c k s e x p o s e d t o w e a t h e r o r w a t e r s p l a s h , o r i n b a s e m e n t s , a n d w h i c h s u p p o r t p e r m a n e n t s t r u c t u r e s , u n l e s s n a t u r a l l y d u r a b l e o r p r e s e r v a t i v e - t r e a t e d w o o d i s u s e d . T h e p e d e s t a l s h a l l p r o j e c t a t l e a s t 6 i n c h e s a b o v e e x p o s e d e a r t h a n d a t l e a s t 1 i n c h a b o v e f l o o r s . 1 1 . 4 . B u i l t - u p 2 x p o s t s / c o l u m n s s h a l l h a v e p l i e s f a c e n a i l e d t o g e t h e r w i t h ( 2 ) r o w s 1 6 d c o m m o n @ 1 2 " O . C . 1 2 . R o o f a n d c e i l i n g f r a m i n g ( 2 0 1 8 I B C 2 3 0 8 . 7 ) . 1 2 . 1 . R o o f r a f t e r s a n d c e i l i n g j o i s t s s h a l l b e s u p p o r t e d l a t e r a l l y t o p r e v e n t r o t a t i o n a n d l a t e r a l d i s p l a c e m e n t i n a c c o r d a n c e w i t h 2 0 1 8 I B C 2 3 0 8 . 7 . 8 . 1 2 . 2 . R a f t e r s a n d j o i s t s o v e r t h r e e f e e t l o n g s h a l l b e s u p p o r t e d u s i n g h a n g e r h a r d w a r e i f n o t s u p p o r t e d b y b e a r i n g . 1 2 . 3 . P a n e l e d g e c l i p s a t u n s u p p o r t e d r o o f s h e a t h i n g e d g e s a r e r e c o m m e n d e d f o r i m p r o v e d p e r f o r m a n c e ( A P A N 3 3 5 ) . P R E F A B R I C A T E D M E T A L P L A T E W O O D T R U S S E S 1 . P r e f a b r i c a t e d m e t a l p l a t e w o o d t r u s s e s s h a l l b e d e s i g n e d i n a c c o r d a n c e w i t h 2 0 1 8 I B C 2 3 0 3 . 4 a n d s h a l l c o n f o r m t o t h e s t r u c t u r a l s p e c i f i c a t i o n s a n d d e s i g n c r i t e r i a . 2 . T h e t r u s s d e s i g n e r s h a l l p r o v i d e a t r u s s p a c k a g e t h a t i n c l u d e s t h e f o l l o w i n g i t e m s : 2 . 1 . D e s i g n d r a w i n g s o f e a c h i n d i v i d u a l t r u s s ( 2 0 1 8 I B C 2 3 0 3 . 4 . 3 ) . 2 . 2 . T r u s s p l a c e m e n t d i a g r a m f o r t h e p r o j e c t ( 2 0 1 8 I B C 2 3 0 3 . 4 . 2 ) . 2 . 3 . T r u s s m e m b e r p e r m a n e n t b r a c i n g s p e c i f i c a t i o n ( 2 0 1 8 I B C 2 3 0 3 . 4 . 1 . 2 ) . 3 . T r a n s f e r o f l o a d s a n d a n c h o r a g e o f e a c h t r u s s t o t h e s u p p o r t i n g s t r u c t u r e s h a l l b e a p p r o v e d b y t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l i n r e s p o n s i b l e c h a r g e ( 2 0 1 8 I B C 2 3 0 3 . 4 . 4 ) . 4 . T r u s s m e m b e r s a n d c o m p o n e n t s s h a l l n o t b e c u t , n o t c h e d , d r i l l e d , s p l i c e d o r o t h e r w i s e a l t e r e d i n a n y w a y w i t h o u t w r i t t e n c o n c u r r e n c e a n d a p p r o v a l o f t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l i n r e s p o n s i b l e c h a r g e . A l t e r a t i o n s r e s u l t i n g i n t h e a d d i t i o n o f l o a d s t o a n y m e m b e r ( e . g . H V A C e q u i p m e n t ) s h a l l n o t b e p e r m i t t e d w i t h o u t v e r i f i c a t i o n t h a t t h e t r u s s i s c a p a b l e o f s u p p o r t i n g s u c h a d d i t i o n a l l o a d i n g ( 2 0 1 8 I B C 2 3 0 3 . 4 . 5 ) . S T E E L 1 . S t r u c t u r a l s t e e l w o r k s h a l l c o n f o r m t o 2 0 1 8 I B C 2 2 0 5 , A I S C 3 4 1 - 1 6 , A I S C 3 5 8 - 1 6 , a n d A I S C 3 6 0 - 1 6 . 2 . S t r u c t u r a l s h a p e s 2 . 1 . W : f y = 5 0 k s i ( A S T M A 9 9 2 ) 2 . 2 . M , S , C , M C , a n d L : f y = 3 6 k s i ( A S T M A 3 6 ) 2 . 3 . H S S R e c t a n g u l a r : f y = 4 6 k s i ( A S T M A 5 0 0 G r . B ) 2 . 4 . H S S R o u n d : f y = 4 2 k s i ( A S T M A 5 0 0 G r . B ) 2 . 5 . P i p e : f y = 3 5 k s i ( A S T M A 5 3 G r . B ) 3 . P l a t e s a n d b a r s : f y = 3 6 k s i ( A S T M A 3 6 ) 4 . S t r u c t u r a l f a s t e n e r s 4 . 1 . H i g h - s t r e n g t h b o l t s : f u = 1 2 0 - 1 5 0 k s i ( A S T M F 3 1 2 5 ) 4 . 2 . C o m m o n b o l t s : f u = 6 0 k s i ( A S T M A 3 0 7 G r . A ) 4 . 2 . 1 . N u t s ( A S T M A 5 6 3 ) 4 . 2 . 2 . W a s h e r s ( A S T M F 4 3 6 ) 4 . 2 . 3 . S t e e l t o s t e e l b o l t e d c o n n e c t i o n s s h a l l b e m a d e w i t h h i g h s t r e n g t h - b o l t s , u n l e s s n o t e d o t h e r w i s e . B o l t s s h a l l c a r r y t h e i d e n t i f y i n g m a r k o f t h r e e r a d i a l l i n e s . A l l o t h e r b o l t e d c o n n e c t i o n s s h a l l b e m a d e w i t h b o l t s a n d n u t s c o n f o r m i n g t o A S T M A 3 0 7 u n l e s s n o t e o t h e r w i s e . B o l t e d c o n n e c t i o n s s h a l l b e t i g h t e n e d a n d s h a l l h a v e w a s h e r s a s r e q u i r e d b y A I S C u n l e s s n o t e d o t h e r w i s e . E n l a r g i n g h o l e s s h a l l b e a c c o m p l i s h e d b y m e a n s o f r e a m i n g . D o n o t u s e a t o r c h o n a n y b o l t h o l e s . 4 . 3 . S h e a r s t u d s : f u = 6 5 k s i ( A S T M A 1 0 8 ) 4 . 4 . T h r e a d e d r o d s : f y = 3 6 k s i ( A S T M A 3 6 ) 4 . 5 . A n c h o r r o d s : f y = 3 6 k s i ( A S T M F 1 5 5 4 G r . 3 6 ) 5 . S t e e l d e c k f y = 3 6 k s i ( A S T M A 1 0 0 8 ) 6 . W e l d i n g f u = 7 0 k s i . 6 . 1 . W e l d i n g w o r k s h a l l c o m p l y w i t h t h e A m e r i c a n W e l d i n g S o c i e t y ( A W S ) “ S t r u c t u r a l W e l d i n g C o d e , ” e x c l u d i n g i t e m s c o n f l i c t i n g w i t h A I S C r e q u i r e m e n t s . S T A T E M E N T O F S P E C I A L I N S P E C T I O N S 1 . S p e c i a l i n s p e c t i o n s s h a l l c o n f o r m t o 2 0 1 8 I B C 1 7 0 4 . S p e c i a l i n s p e c t i o n s a r e n o t r e q u i r e d f o r o c c u p a n c i e s i n G r o u p U t h a t a r e a c c e s s o r y t o a r e s i d e n t i a l o c c u p a n c y , a n d w o r k o f a m i n o r n a t u r e , u n l e s s o t h e r w i s e r e q u i r e d b y t h e b u i l d i n g o f f i c i a l ( 2 0 1 8 I B C 1 7 0 4 . 2 ) . 2 . T h e o w n e r s h a l l e m p l o y o n e o r m o r e a p p r o v e d a g e n c i e s t o p e r f o r m i n s p e c t i o n s d u r i n g c o n s t r u c t i o n w h e r e s p e c i a l i n s p e c t i o n s a r e r e q u i r e d . T h e s p e c i a l i n s p e c t o r s h a l l p r o v i d e w r i t t e n d o c u m e n t a t i o n t o t h e b u i l d i n g o f f i c i a l d e m o n s t r a t i n g h i s o r h e r c o m p e t e n c e , f o r i n s p e c t i o n o f t h e p a r t i c u l a r t y p e o f c o n s t r u c t i o n o r o p e r a t i o n r e q u i r i n g s p e c i a l i n s p e c t i o n ( 2 0 1 8 I B C 1 7 0 4 . 2 ) . 3 . S p e c i a l i n s p e c t o r s s h a l l k e e p r e c o r d s o f i n s p e c t i o n s . T h e s p e c i a l i n s p e c t o r s h a l l f u r n i s h i n s p e c t i o n r e p o r t s t o t h e b u i l d i n g o f f i c i a l , a n d t o t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l i n r e s p o n s i b l e c h a r g e . R e p o r t s s h a l l i n d i c a t e t h a t w o r k i n s p e c t e d w a s o r w a s n o t d o n e i n c o n f o r m a n c e t o a p p r o v e d c o n s t r u c t i o n d o c u m e n t s . D i s c r e p a n c i e s s h a l l b e b r o u g h t t o t h e i m m e d i a t e a t t e n t i o n o f t h e c o n t r a c t o r f o r c o r r e c t i o n . I f t h e y a r e n o t c o r r e c t e d , t h e d i s c r e p a n c i e s s h a l l b e b r o u g h t t o t h e a t t e n t i o n o f t h e b u i l d i n g o f f i c i a l a n d t o t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l i n r e s p o n s i b l e c h a r g e p r i o r t o t h e c o m p l e t i o n o f t h a t p h a s e o f t h e w o r k . A f i n a l r e p o r t d o c u m e n t i n g r e q u i r e d s p e c i a l i n s p e c t i o n s a n d c o r r e c t i o n o f a n y d i s c r e p a n c i e s n o t e d i n t h e i n s p e c t i o n s s h a l l b e s u b m i t t e d a t a p o i n t i n t i m e a g r e e d u p o n b y t h e p e r m i t a p p l i c a n t a n d t h e b u i l d i n g o f f i c i a l p r i o r t o t h e s t a r t o f w o r k ( 2 0 1 8 I B C 1 7 0 4 . 2 . 4 ) . 4 . S p e c i a l i n s p e c t i o n s s h a l l b e r e q u i r e d f o r p r o p o s e d w o r k t h a t i s , i n t h e o p i n i o n o f t h e b u i l d i n g o f f i c i a l , u n u s u a l i n n a t u r e , s u c h a s , b u t n o t l i m i t e d t o , c o n s t r u c t i o n m a t e r i a l s a n d s y s t e m s t h a t a r e a l t e r n a t i v e s t o m a t e r i a l s a n d s y s t e m s p r e s c r i b e d b y c o d e a n d m a t e r i a l s a n d s y s t e m s r e q u i r e d t o b e i n s t a l l e d i n a c c o r d a n c e w i t h a d d i t i o n a l m a n u f a c t u r e r ' s i n s t r u c t i o n s t h a t p r e s c r i b e r e q u i r e m e n t s n o t c o n t a i n e d i n c o d e ( 2 0 1 8 I B C 1 7 0 5 . 1 . 1 ) . 5 . S o i l s 5 . 1 . S p e c i a l i n s p e c t i o n s f o r e x i s t i n g s i t e s o i l c o n d i t i o n s , f i l l p l a c e m e n t , a n d l o a d - b e a r i n g r e q u i r e m e n t s s h a l l b e a s r e q u i r e d b y 2 0 1 8 I B C 1 7 0 5 . 6 a n d 2 0 1 8 I B C T a b l e 1 7 0 5 . 6 . 5 . 2 . T h e a p p r o v e d g e o t e c h n i c a l r e p o r t , a n d t h e d o c u m e n t s p r e p a r e d b y t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l s h a l l b e u s e d t o d e t e r m i n e c o m p l i a n c e . D u r i n g f i l l p l a c e m e n t , t h e s p e c i a l i n s p e c t o r s h a l l d e t e r m i n e t h a t p r o p e r m a t e r i a l s a n d p r o c e d u r e s a r e u s e d i n a c c o r d a n c e w i t h t h e p r o v i s i o n s o f t h e a p p r o v e d g e o t e c h n i c a l r e p o r t ( 2 0 1 8 I B C 1 7 0 5 . 6 ) . 6 . C o n c r e t e 6 . 1 . S p e c i a l i n s p e c t i o n s f o r c o n c r e t e c o n s t r u c t i o n s h a l l c o n f o r m t o 2 0 1 8 I B C 1 7 0 5 . 3 a n d 2 0 1 8 I B C T a b l e 1 7 0 5 . 3 . 6 . 2 . S p e c i a l i n s p e c t i o n s a r e n o t r e q u i r e d f o r i s o l a t e d s p r e a d c o n c r e t e f o o t i n g s o f b u i l d i n g s t h r e e s t o r i e s o r l e s s i n h e i g h t t h a t a r e f u l l y s u p p o r t e d o n e a r t h o r r o c k , o r f o r c o n t i n u o u s c o n c r e t e f o o t i n g s s u p p o r t i n g w a l l s o f b u i l d i n g s t h r e e s t o r i e s o r l e s s i n h e i g h t t h a t a r e f u l l y s u p p o r t e d o n e a r t h o r r o c k w h e r e ( 1 ) t h e f o o t i n g s s u p p o r t w a l l s o f l i g h t - f r a m e c o n s t r u c t i o n , ( 2 ) t h e f o o t i n g s a r e d e s i g n e d i n a c c o r d a n c e w i t h 2 0 1 8 I B C T a b l e 1 8 0 9 . 7 , o r ( 3 ) t h e s t r u c t u r a l d e s i g n o f t h e f o o t i n g i s b a s e d o n a s p e c i f i e d c o m p r e s s i v e s t r e n g t h n o g r e a t e r t h a n 2 , 5 0 0 p s i , r e g a r d l e s s o f t h e c o m p r e s s i v e s t r e n g t h s p e c i f i e d i n t h e c o n s t r u c t i o n d o c u m e n t s o r u s e d i n t h e f o o t i n g c o n s t r u c t i o n . S p e c i a l i n s p e c t i o n s a r e n o t r e q u i r e d f o r n o n s t r u c t u r a l c o n c r e t e s l a b s o n g r a d e , i n c l u d i n g p r e - s t r e s s e d s l a b s o n g r a d e , w h e r e t h e e f f e c t i v e p r e - s t r e s s i n t h e c o n c r e t e i s l e s s t h a n 1 5 0 p s i . S p e c i a l i n s p e c t i o n s a r e n o t r e q u i r e d f o r c o n c r e t e f o u n d a t i o n w a l l s c o n s t r u c t e d i n a c c o r d a n c e w i t h 2 0 1 8 I B C T a b l e 1 8 0 7 . 1 . 6 . 2 , o r f o r c o n c r e t e p a t i o s , d r i v e w a y s a n d s i d e w a l k s o n g r a d e ( 2 0 1 8 I B C 1 7 0 5 . 3 ) . 7 . W o o d 7 . 1 . S p e c i a l i n s p e c t i o n i s r e q u i r e d f o r w o o d s h e a r w a l l s , s h e a r p a n e l s a n d d i a p h r a g m s , i n c l u d i n g n a i l i n g , b o l t i n g , a n c h o r i n g a n d o t h e r f a s t e n i n g t o o t h e r c o m p o n e n t s o f t h e s e i s m i c - f o r c e - r e s i s t i n g s y s t e m , w h e r e t h e f a s t e n e r s p a c i n g o f t h e s h e a t h i n g i s 4 i n c h e s o n c e n t e r o r l e s s ( 2 0 1 8 I B C 1 7 0 5 . 1 1 . 1 ) . 7 . 2 . T h e s p e c i a l i n s p e c t o r s h a l l i n s p e c t h i g h - l o a d d i a p h r a g m s b u i l t o n s i t e . T h e s p e c i a l i n s p e c t o r s h a l l i n s p e c t t h e w o o d s t r u c t u r a l p a n e l s h e a t h i n g t o a s c e r t a i n w h e t h e r i t i s o f t h e g r a d e a n d t h i c k n e s s s h o w n o n t h e a p p r o v e d b u i l d i n g p l a n s . T h e s p e c i a l i n s p e c t o r m u s t v e r i f y t h e n o m i n a l s i z e o f f r a m i n g . T h e s p e c i a l i n s p e c t o r s h a l l i n s p e c t m e m b e r s a t a d j o i n i n g p a n e l e d g e s , t h e n a i l o r s t a p l e d i a m e t e r a n d l e n g t h , t h e n u m b e r o f f a s t e n e r l i n e s a n d t h a t t h e s p a c i n g b e t w e e n f a s t e n e r s i n e a c h l i n e a n d a t e d g e m a r g i n s a g r e e s w i t h t h e a p p r o v e d b u i l d i n g p l a n s ( 2 0 1 8 I B C 1 7 0 5 . 5 . 1 ) . 8 . S t e e l 8 . 1 . S p e c i a l i n s p e c t i o n s f o r s t e e l e l e m e n t s s h a l l b e a s r e q u i r e d b y 2 0 1 8 I B C 1 7 0 5 . 2 , 2 0 1 8 I B C T a b l e 1 7 0 5 . 2 . 3 , A I S C 3 4 1 a n d A W S D 1 . 1 . 8 . 2 . S p e c i a l i n s p e c t i o n o f t h e s t e e l f a b r i c a t i o n p r o c e s s s h a l l n o t b e r e q u i r e d w h e r e t h e f a b r i c a t o r d o e s n o t p e r f o r m a n y w e l d i n g , t h e r m a l c u t t i n g o r h e a t i n g o p e r a t i o n o f a n y k i n d a s p a r t o f t h e f a b r i c a t i o n p r o c e s s . I n s u c h c a s e s , t h e f a b r i c a t o r s h a l l b e r e q u i r e d t o s u b m i t a d e t a i l e d p r o c e d u r e f o r m a t e r i a l c o n t r o l t h a t d e m o n s t r a t e s t h e f a b r i c a t o r ' s a b i l i t y t o m a i n t a i n s u i t a b l e r e c o r d s a n d p r o c e d u r e s s u c h t h a t , a t a n y t i m e d u r i n g t h e f a b r i c a t i o n p r o c e s s , t h e m a t e r i a l s p e c i f i c a t i o n a n d g r a d e f o r t h e m a i n s t r e s s - c a r r y i n g e l e m e n t s a r e c a p a b l e o f b e i n g d e t e r m i n e d . M i l l t e s t r e p o r t s s h a l l b e i d e n t i f i a b l e t o t h e m a i n s t r e s s - c a r r y i n g e l e m e n t s w h e n r e q u i r e d b y t h e a p p r o v e d c o n s t r u c t i o n d o c u m e n t s ( 2 0 1 8 I B C 1 7 0 5 . 2 ) . 9 . M a s o n r y 9 . 1 . S p e c i a l i n s p e c t i o n s f o r m a s o n r y e l e m e n t s s h a l l c o n f o r m t o 2 0 1 8 I B C 1 7 0 5 . 4 . 9 . 2 . S p e c i a l i n s p e c t i o n s s h a l l n o t b e r e q u i r e d f o r ( 1 ) e m p i r i c a l l y d e s i g n e d m a s o n r y , g l a s s u n i t m a s o n r y o r m a s o n r y v e n e e r d e s i g n e d b y S e c t i o n 2 1 0 9 , 2 1 1 0 o r C h a p t e r 1 4 , r e s p e c t i v e l y , w h e r e t h e y a r e p a r t o f s t r u c t u r e s c l a s s i f i e d a s R i s k C a t e g o r y I , I I o r I I I i n a c c o r d a n c e w i t h S e c t i o n 1 6 0 4 . 5 ; ( 2 ) m a s o n r y f o u n d a t i o n w a l l s c o n s t r u c t e d i n a c c o r d a n c e w i t h 2 0 1 8 I B C T a b l e s 1 8 0 7 . 1 . 6 . 3 ( 1 - 4 ) ; ( 3 ) m a s o n r y f i r e p l a c e s , m a s o n r y h e a t e r s o r m a s o n r y c h i m n e y s i n s t a l l e d o r c o n s t r u c t e d i n a c c o r d a n c e w i t h 2 0 1 8 I B C 2 1 1 1 , 2 1 1 2 , o r 2 1 1 3 ( 2 0 1 8 I B C 1 7 0 5 . 4 ) . 9 . 3 . T h e m i n i m u m s p e c i a l i n s p e c t i o n p r o g r a m f o r e m p i r i c a l l y d e s i g n e d m a s o n r y , g l a s s u n i t m a s o n r y a n d m a s o n r y v e n e e r d e s i g n e d b y S e c t i o n 2 1 0 9 , 2 1 1 0 o r C h a p t e r 1 4 , r e s p e c t i v e l y , i n s t r u c t u r e s c l a s s i f i e d a s R i s k C a t e g o r y I V , s h a l l c o m p l y w i t h T M S 4 0 2 L e v e l B Q u a l i t y A s s u r a n c e ( 2 0 1 8 I B C 1 7 0 5 . 4 . 1 ) . 1 0 . A r c h i t e c t u r a l c o m p o n e n t s 1 0 . 1 P e r i o d i c s p e c i a l i n s p e c t i o n i s r e q u i r e d d u r i n g t h e e r e c t i o n a n d f a s t e n i n g o f e x t e r i o r c l a d d i n g a n d v e n e e r e x c e p t f o r a r c h i t e c t u r a l c o m p o n e n t s i n s t r u c t u r e s 3 0 f e e t o r l e s s i n h e i g h t , f o r c l a d d i n g a n d v e n e e r w e i g h i n g 5 p s f o r l e s s o r f o r i n t e r i o r n o n - b e a r i n g w a l l s w e i g h i n g 1 5 p s f o r l e s s . ( 2 0 1 8 I B C 1 7 0 5 . 1 2 . 5 ) . P O S T - I N S T A L L E D A N C H O R S 1 . E p o x y a d h e s i v e a n c h o r i n g s y s t e m s : 1 . 1 . C o n c r e t e : H i l t i H I T - R E 5 0 0 V 3 ( I C C E S E S R - 3 8 1 4 ) o r S i m p s o n S E T - X P ( I C C E S E S R - 2 5 0 8 ) o r U S P / M i t e k C I A - G E L 7 0 0 0 - C ( I A M P O E R - 4 7 3 ) 1 . 2 . M a s o n r y ( g r o u t e d ) : H i l t i H I T R E 1 0 0 ( I C C E S E S R - 3 8 2 9 ) o r S i m p s o n S E T ( I C C E S E S R - 1 7 7 2 ) o r U S P / M i t e k C I A - G E L 7 0 0 0 ( I C C E S E S R - 1 7 0 2 ) 1 . 3 . T h e c a l c u l a t e d s t r e n g t h o f a n c h o r a g e a s s u m e s t h e f o l l o w i n g c o n d i t i o n s f o r i n s t a l l a t i o n : 2 1 d a y m i n i m u m a g e o f c o n c r e t e , m a x i m u m s h o r t t e r m c o n c r e t e t e m p e r a t u r e = 1 5 0 ° F , m a x i m u m l o n g t e r m c o n c r e t e t e m p e r a t u r e = 1 1 0 ° F , d r y c o n c r e t e s u r f a c e , a n d n o r m a l w e i g h t c o n c r e t e . S e e a d h e s i v e m a n u f a c t u r e r n o t e s f o r m i n i m u m t e m p e r a t u r e r e q u i r e m e n t s . I f c o n d i t i o n s a r e o t h e r w i s e , c o n t a c t e n g i n e e r f o r a n c h o r s p e c i f i c a t i o n s . 1 . 4 . S t e e l r e i n f o r c e m e n t a n d r o d s s h a l l b e e m b e d d e d 1 0 b a r d i a m e t e r s u n l e s s n o t e d o t h e r w i s e i n t h e s t r u c t u r a l d r a w i n g s a n d d e t a i l s . 1 . 5 . E m b e d d e d p o r t i o n s o f s t e e l r e i n f o r c e m e n t a n d r o d s s h a l l b e c l e a n , s t r a i g h t , a n d f r e e o f m i l l s c a l e , r u s t a n d o t h e r c o a t i n g s t h a t i m p a i r t h e b o n d w i t h t h e a d h e s i v e . R e i n f o r c e m e n t m u s t n o t b e b e n t a f t e r i n s t a l l a t i o n ( I C C E S E S R - 3 8 2 9 ) . 1 . 6 . I n s t a l l a t i o n o f a d h e s i v e a n c h o r s s h a l l b e p e r f o r m e d b y p e r s o n n e l t r a i n e d t o i n s t a l l a d h e s i v e a n c h o r s . 2 . M e c h a n i c a l e x p a n s i o n a n c h o r s : 2 . 1 . C o n c r e t e : H i l t i K W I K B O L T T Z ( I C C E S E S R - 1 9 1 7 ) 2 . 2 . M a s o n r y : H i l t i K W I K B O L T 3 ( I C C E S E S R - 1 3 8 5 ) 2 . 3 . E x p a n s i o n a n c h o r s s h a l l n o t b e u s e d i n t e n s i l e l o a d a p p l i c a t i o n s ( e . g . h o l d - d o w n s , m o m e n t f r a m e s ) . 3 . P o s t - i n s t a l l e d a n c h o r i n g s y s t e m s s h a l l b e i n s t a l l e d a c c o r d i n g t o t h e M a n u f a c t u r e r ’ s P r i n t e d I n s t a l l a t i o n I n s t r u c t i o n s ( M P I I ) . H o l e c l e a n i n g m e t h o d s h a l l b e b a s e d o n d r i l l i n g m e t h o d a n d b o r e h o l e c o n d i t i o n s a n d s h a l l c o n f o r m t o t h e m a n u f a c t u r e r ’ s i n s t r u c t i o n s . S T R U C T U R A L O B S E R V A T I O N S 1 . W h e r e r e q u i r e d b y t h e P r o v i s i o n s o f S e c t i o n 1 7 0 4 . 6 . 1 o r 1 7 0 4 . 6 . 2 , t h e o w n e r s h a l l e m p l o y a r e g i s t e r e d d e s i g n p r o f e s s i o n a l t o p e r f o r m s t r u c t u r a l o b s e r v a t i o n s a s d e f i n e d i n 2 0 1 8 I B C 2 0 2 . P r i o r t o t h e c o m m e n c e m e n t o f o b s e r v a t i o n s , t h e s t r u c t u r a l o b s e r v e r s h a l l s u b m i t t o t h e b u i l d i n g o f f i c i a l a w r i t t e n s t a t e m e n t i d e n t i f y i n g t h e f r e q u e n c y a n d e x t e n t o f t h e s t r u c t u r a l o b s e r v a t i o n s . A t t h e c o n c l u s i o n o f t h e w o r k , t h e s t r u c t u r a l o b s e r v e r s h a l l s u b m i t t o t h e b u i l d i n g o f f i c i a l a w r i t t e n s t a t e m e n t t h a t t h e s i t e v i s i t s h a v e b e e n m a d e a n d i d e n t i f y a n y r e p o r t e d d e f i c i e n c i e s w h i c h h a v e n o t b e e n r e s o l v e d ( 2 0 1 8 I B C 1 7 0 4 . 6 ) . GENERAL1.Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproducedwithout written approval of the registered design professional in responsible charge.2.General notes and typical details are provided as a supplement to the construction documents and apply where specificnotes and details are not available. Specific notes and structural details shall take precedence over general notes andtypical details. Structural requirements shown in the framing plans and in structural details shall take precedence overstructural notes indicated in architectural sections.3.Printed dimensions shall take precedence over scales shown on construction documents. The registered designprofessional in responsible charge does not warrant the accuracy of scaled dimensions.4.Approval by the inspector does not imply approval by the registered design professional in responsible charge. Structuralspecifications that are unclear or ambiguous shall be referred to the registered design professional in responsible chargefor interpretation or clarification.5.The registered design professional in responsible charge assumes no liability for the accuracy, completeness, or codecompliance of architectural, electrical, mechanical, drainage, or other non-structural specifications.6.Omissions in and conflicts between the various elements of the construction documents shall be brought to the immediateattention of the registered design professional in responsible charge and shall be resolved by the same before proceedingwith any work involved.7.Requests for substitutions shall be submitted in writing to the registered design professional in responsible charge and shallinclude the reasons for the request and any cost differentials. Substitutions are not allowed unless approved in writing bythe registered design professional in responsible charge.8.The contractor shall become familiar with all portions of the construction documents and shall ensure that all subcontractorsare familiar with those portions pertaining to their area of work. The contractor shall verify all site conditions, dimensions,elevations, coordinate all doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains,recesses, depressions, railings, waterproofing, finishes, chamfer, kerfs, and so forth, and immediately notify the registereddesign professional in responsible charge regarding actual conditions which are not in agreement with the constructiondocuments.9.The contractor is responsible for the method, means, and sequence of all structural erection except when specifically notedotherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequatevertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members areplaced and all final connections are completed.10.The contractor is responsible for standard connections, unless noted otherwise. The contractor shall obtain additionalassistance from the registered design professional in responsible charge for non-standard connections.DESIGN CRITERIA Harris Architecture Palisades Apartments (Rexburg) 31103231. Building code: Idaho Administrative Code (IDAPA) 07.03.01.004 1.1 Model building code: 2018 IBC 1.2 Use and occupancy classification: R-2 (Residential - permanent) 1.3 Risk Category: II (Not occupancy categories I, III, IV)2. Dead loads 2.1 Roof = 17 psf (10 psf top chord, 7 psf bottom chord) 2.2 Floor = 22 psf 2.3 Walls = 10 psf (interior walls), 12 psf (exterior walls)3. Live loads -- Roofs (ordinary construction) = 20 psf (or 300 lb point load) -- Residential (hotels and multi-unit private areas and corridors serving them) = 40 psf -- Stairs and exits = 100 psf (or 300 lb point load)4. Rain load 4.1 Median 15-minute duration rainfall intensity = in/hr 4.2 Median 60-minute duration rainfall intensity = in/hr5. Snow load 5.1 Ground snow load, Pg = 50 psf (elevation 4860 ft) 5.2 Exposure factor, Ce = 1 5.3 Thermal factor, Ct = 1 5.4 Snow importance factor, Is = 1 5.5 Flat roof snow load, Pf = 35 psf 5.6 Roof slope factor, Cs = 16. Earthquake design data 6.1 Mapped acceleration parameters 6.1.1 Latitude, Longitude: 43.814, -111.805 6.1.2 MCE short periodSs = 0.36 SDS = 0.37 6.1.3 MCE 1.0 sec. periodS1 = 0.14 SD1 = 0.22 6.2 Seismic design category: D 6.3 Seismic importance factor, Ie = 1 6.4 Basic structural system: Bearing wall systems 6.5 Seismic force-resisting system: Light-frame CFS walls (wood or steel sheathing) 6.5.1 Response modification factorR = 6.5 6.5.2 System overstrength factor Omega = 3 6.5.3 Deflection amplification factor Cd = 4 6.6 Equivalent Lateral Force Procedure 6.6.1 Seismic response coefficientCs = 0.06 6.6.2 Seismic base shear (LRFD)V = 49048 lb7. Wind design data 7.1 Exposure category: C 7.2 Basic design wind speed, V = 105 mph 7.3 Components and cladding pressure = 30 psf (end), 25 psf (interior) 7.4 Internal pressure coeff., Gcpi = 0.188. Geotechnical design basis: - Presumptive values, 2018 IBC Table 1806.2 8.2 Site class = D-Default 8.3 Soil notes: None 8.4 Lateral earth pressure 8.4.1 Active = 30 psf/ft 8.4.2 At-rest = 60 psf/ft 8.5 Allowable foundation parameters 8.5.1 Allowable soil bearing, Qa = 1500 psf 8.5.2 Allowable lateral bearing = 150 psf/ft 8.5.3 Coefficient of friction = 0.25 8.6 Minimum frost cover = 36 in.DEFERRED SUBMITTALS1. The following items are to submitted subsequent to the time of application (deferred submittals): -- Prefabricated metal plate wood trusses - roof (truss manufacturer)2. Deferred submittals shall have the prior approval of the building official (2018 IBC 107.3.4.1).3. Deferred submittal documents shall be submitted to the registered design professional in responsible charge who shall review and forward them to the building official with a notation indicating that the documents have been reviewed and found to be in general conformance to the design of the building (2018 IBC 107.3.4.1).4. Deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official (2018 IBC 107.3.4.1).DETAIL SHEETS AND NOTES HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . GENERAL STRUCTURAL NOTES S N 1 P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 F W 1 0 F T 2 4 FW10D FW10D TYP. FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 FT24 F T 2 4 F T 2 4 F T 2 4 F T 2 4 TYP.TYP. SF48 SF48 SF48SF48 SF48 SF48 SF48 SF48 AA AA A A A A A A A A AAA A A A A A A A A A A A A A A K K J J J J J J J J JJ K K LL L L KK CW ADS T Y P . F O R A L L F O O T I N G S B E L O W F O U N D A T I O N W A L L S ( U . N . O . ) T Y P . F O R A L L F O U N D A T I O N W A L L S ( U . N . O . ) A F O O T I N G S C H E D U L E M A R K W I D T H L E N G T H T H I C K N E S S R E I N F O R C E M E N T T R A N S V E R S E L E N G T H W I S E F T 2 4 2 4 " C O N T . 1 0 " - ( 3 ) # 4 S F 4 8 4 8 " 4 8 " 1 2 " ( 6 ) # 4 ( 6 ) # 4 1 . C O N T I N U O U S F O O T I N G S S H A L L B E C E N T E R E D U N D E R W A L L S A N D S P O T F O O T I N G S S H A L L B E C E N T E R E D U N D E R C O L U M N S U N L E S S N O T E D O T H E R W I S E . 2 . F O O T I N G S A N D F O U N D A T I O N S , E X C A V A T I O N S , G R A D I N G , A N D F I L L S H A L L C O M P L Y W I T H T H E P R O V I S I O N S O F T H E G E O T E C H N I C A L R E P O R T ( S E E G S N ) F O U N D A T I O N W A L L S C H E D U L E M A R K H E I G H T W I D T H R E I N F O R C E M E N T V E R T I C A L H O R I Z O N T A L P L A C E M E N T F W 1 0 1 0 ' 8 " # 5 @ 1 0 " ( 1 0 ) # 4 C E N T E R F W 1 0 D 1 0 ' 1 3 . 5 " # 5 @ 1 0 " ( 1 7 ) # 4 C E N T E R 1 . D O W E L V E R T I C A L B A R S I N T O F O O T I N G . 2 . P L A C E T O P A N D B O T T O M B A R S W I T H I N 4 " O F T O P A N D B O T T O M O F W A L L . 3 . P L A C E R E I N F O R C E M E N T I N C E N T E R O F W A L L O R N E A R E A C H F A C E , A S N O T E D . HOLD- D O W N S C H E D U L E MARKHOLD-DOWN MINIM U M FASTEN E R S A N C H O R P O S T ALSTHD8(SEE NOTE 3)10d X 2- 1 / 2 " (.148 X 2- 1 / 2 " ) S T R A P 8 " E M B E D . ( 2 ) 2 X P O S T D CS16(11" ENDLENGTHS)10d X 2- 1 / 2 " (.148 X 2- 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T EMST3710d X 2- 1 / 2 " (.148 X 2- 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T FMST4810d X 2- 1 / 2 " (.148 X 2- 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T JHDU2-SDS2.5SDS1/4" X 2 - 1 / 2 " (SDS25 2 1 2 ) 5 / 8 " A . B . 5 " E M B E D . ( D R I L L & E P O X Y ) ( 2 ) 2 X P O S T KHDU4-SDS2.5SDS1/4" X 2 - 1 / 2 " (SDS25 2 1 2 ) 5 / 8 " A . B . 7 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T LHDU5-SDS2.5SDS1/4" X 2 - 1 / 2 " (SDS25 2 1 2 ) 5 / 8 " A . B . 7 - 1 / 2 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T 1. HOLD-DOWNS SHALL BE S I M P S O N S T R O N G - T I E O R E Q U I V A L E N T . 2. SHEAR WALL EDGE NAI L I N G S H A L L B E T O H O L D - D O W N P O S T . 3. STHD STRAPS SHALL B E " R J " T Y P E A T R I M J O I S T L O C A T I O N S . HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . FOOTING AND FOUNDATION PLAN S 0 - 0 F O O T I N G A N D F O U N D A T I O N P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 SW2 S W 1 S W 1 (20'-0")K K J J J J J S W 1 S W 1 J J J T Y P . T Y P . SW2 (20'-0")JJ SW1 K K(16'-0") SW2 LL(16'-0") SW2 L L(16'-0") SW1 KK(16'-0") TYP.TYP.TYP. B L G T ZCZDZG S H E A R W A L L S C H E D U L E M A R K S H E A T H I N G E D G E N A I L I N G A B U T T I N G P A N E L E D G E F R A M I N G A N C H O R A G E S O L E P L A T E S I L L P L A T E S W 1 7 / 1 6 " 8 d @ 6 " 2 X 1 0 d @ 6 " 5 / 8 " A . B . @ 3 2 " S W 2 7 / 1 6 " 8 d @ 4 " 2 X 1 0 d @ 4 " 5 / 8 " A . B . @ 3 2 " 1 . S H E A T H I N G S H A L L C O N S I S T O F W O O D S T R U C T U R A L P A N E L S ( S E E G S N ) . 2 . U N L E S S N O T E D O N D R A W I N G S , E X T E R I O R S T U D S S H A L L B E S P A C E D A T 1 6 " O . C . 3 . S H E A T H I N G N A I L S S H A L L B E C O M M O N O R G A L V A N I Z E D B O X N A I L S . - F I E L D N A I L S P A C I N G S H A L L B E 1 2 " F O R S T U D S S P A C E D 1 6 " O . C . O R L E S S A N D 6 " O . C . F O R S T U D S S P A C E D A T 2 4 " O . C . 4 . F O R S W 1 O N L Y , E D G E N A I L S M A Y B E S U B S T I T U T E D W I T H 1 - 1 / 2 " 1 6 G A G E S T A P L E S S P A C E D A T 3 " O . C . A N D F I E L D N A I L S M A Y B E S U B S T I T U T E D W I T H 1 6 G A G E S T A P L E S A T 1 2 " O . C . 5 . A N C H O R A G E N A I L S S H A L L B E C O M M O N N A I L S . 6 . A N C H O R B O L T S S H A L L H A V E A 3 X 3 X 0 . 2 2 9 " W A S H E R A N D 7 " M I N E M B E D M E N T . T H E W A S H E R S H A L L E X T E N D T O W I T H I N 1 / 2 " F R O M T H E S H E A T H I N G . 7 . A N C H O R B O L T S M A Y B E S U B S T I T U T E D W I T H T I T E N H D A T S A M E D I A M E T E R A N D S P A C I N G . P R O V I D E M I N . 4 - 1 / 4 " E M B E D M E N T F O R 1 / 2 - D I A . B O L T S A N D M I N . 4 - 3 / 4 " E M B E D M E N T F O R 5 / 8 - D I A . B O L T S . H O L D - D O W N S C H E D U L E M A R K H O L D - D O W N M I N I M U M F A S T E N E R S A N C H O R P O S T A L S T H D 8 ( S E E N O T E 3 ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) S T R A P 8 " E M B E D . ( 2 ) 2 X P O S T D C S 1 6 ( 1 1 " E N D L E N G T H S ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T E M S T 3 7 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T F M S T 4 8 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T J H D U 2 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 5 " E M B E D . ( D R I L L & E P O X Y ) ( 2 ) 2 X P O S T K H D U 4 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T L H D U 5 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 - 1 / 2 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T 1 . H O L D - D O W N S S H A L L B E S I M P S O N S T R O N G - T I E O R E Q U I V A L E N T . 2 . S H E A R W A L L E D G E N A I L I N G S H A L L B E T O H O L D - D O W N P O S T . 3 . S T H D S T R A P S S H A L L B E " R J " T Y P E A T R I M J O I S T L O C A T I O N S . HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 0 SHEAR WALL PLAN S 0 - 1 L E V E L 0 S H E A R W A L L P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 T Y P . BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL (TOP FLUSH) ( T O P F L U S H ) ( T O P F L U S H ) ( T O P F L U S H ) ( T O P F L U S H ) (TOP FLUSH) ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . (3) ROWS 10d N A I L S (EACH SIDE) @ 12" O . C . P 0 8 P 0 3 P 0 8 P 0 3 P 0 8 P 0 3 P 0 3 P 0 8 T Y P . T Y P . T Y P . TYP.TYP. ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) A H A N G E R S C H E D U L E M A R K H A N G E R H U 6 1 2 J O I S T L E D G E R S C H E D U L E J O I S T M A R K L E D G E R S I Z E F A S T E N E R S F J 0 1 1 - 3 / 4 X 1 1 - 7 / 8 S C L ( 3 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 0 " O . C . F J 0 2 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 6 " O . C . F J 0 3 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 8 " O . C . F J 0 4 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 6 " O . C . TYP. T Y P . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . Z A MB 01MB 01 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 M B 0 1 MB 01 M B 0 2 M B 0 2 MB 03 M B 0 4 M B 0 4 M B 0 4 M B 0 4 MB 03 I Y I Y I Y I Y I A A P G U ZCZD Z F ZF ZG Z H I Y I Y F J 0 3 FJ 02 F J 0 3 F J 0 2 FJ 0 2 F J 0 3 F J 0 3 F J 0 1 F J 0 1 FJ 01 F J 0 1 A A A A F L O O R J O I S T S C H E D U L E M A R K T Y P E F J 0 1 1 1 - 7 / 8 " T J I 2 1 0 @ 1 6 " O . C . F J 0 2 2 X 1 0 @ 1 6 " O . C . F J 0 3 2 X 1 0 @ 1 2 " O . C . 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D J O I S T P O S T S C H E D U L E M A R K T Y P E P 0 3 ( 3 ) 2 X P O S T P 0 8 ( 5 ) 2 X P O S T T 0 2 ( 2 ) T R I M 1 . P A R A L L E L S T R A N D L U M B E R ( P S L ) 1 . 8 E 2 . S T E E L P I P E ( P I P E S T D ) A 5 3 3 . S T E E L H O L L O W S E C T I O N ( H S S ) A 5 0 0 4 . S T E E L C O L U M N S R E Q U I R E B E A R I N G P L A T E S 5 . C O N T I N U E P O S T S T O F D N / S T R U C T M E M B E R B E A M S C H E D U L E M A R K T Y P E M B 0 1 ( 3 ) 2 X 6 M B 0 2 ( 2 ) 2 X 6 M B 0 3 ( 3 ) 1 - 3 / 4 X 9 - 1 / 2 L V L M B 0 4 ( 3 ) 1 - 3 / 4 X 9 - 1 / 2 L V L 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) 2 . 0 E 3 . G L U E D - L A M I N A T E D T I M B E R ( G L B ) 2 4 F - 1 . 8 E 4 . S T E E L W - S H A P E S A 9 9 2 - 5 0 5 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D B E A M 6 . A L L H E A D E R S I N B E A R I N G W A L L S T O H A V E M I N . ( 1 ) T R I M M E R & ( 1 ) K I N G S T U D U . N . O . A L L O T H E R B E A M S A N D G I R D E R T R U S S E S T O H A V E M I N . ( 2 ) 2 X S U P P O R T S U . N . O . SHEATHING SCHEDULETYPETHICKNESSFLOOR3/4" OSB (48/24 SPAN RATING ) ROOF7/16" OSB (24/16 SPAN RATIN G ) 1. SHEATHING PERPENDICULAR TO SUPPO R T S . 2. FLOOR SHEATHING NAILED & GLUED TO SU P P O R T 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. ( F I E L D ) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL E D G E HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 1 FRAMING PLAN S 1 - 0 L E V E L 1 F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 NO HOLD-DOWNS REQUIREDSW1NO HOLD-DOWNS REQUIREDSW1 SW2 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 SW1 SW1 S W 1 S W 1 S W 1 S W 1 S W 1 S W 1 SW1SW1 S W 1 S W 1 S W 1 S W 1 S W 1 S W 1 S W 1 S W 1 S W 1 TYP. (20'-0")E E AA AA A A A A A A A A AAA A A A A A A A A A A A D D D D D D D D A A A A TY P . TYP. SW2 (20'-0")DD SW1 E E(16'-0") SW2 FF(16'-0") SW2 F F(16'-0") SW1 EE(16'-0") Y GT AD H TYP.TYP.TYP.ZCZDZG N O T E : A P P L Y S H E A R W A L L S H E A T H I N G T O 2 X 6 W A L L B E F O R E 2 X 4 W A L L I S F R A M E D ( T Y P . ) S H E A R W A L L S C H E D U L E M A R K S H E A T H I N G E D G E N A I L I N G A B U T T I N G P A N E L E D G E F R A M I N G A N C H O R A G E S O L E P L A T E S I L L P L A T E S W 1 7 / 1 6 " 8 d @ 6 " 2 X 1 0 d @ 6 " 5 / 8 " A . B . @ 3 2 " S W 2 7 / 1 6 " 8 d @ 4 " 2 X 1 0 d @ 4 " 5 / 8 " A . B . @ 3 2 " 1 . S H E A T H I N G S H A L L C O N S I S T O F W O O D S T R U C T U R A L P A N E L S ( S E E G S N ) . 2 . U N L E S S N O T E D O N D R A W I N G S , E X T E R I O R S T U D S S H A L L B E S P A C E D A T 1 6 " O . C . 3 . S H E A T H I N G N A I L S S H A L L B E C O M M O N O R G A L V A N I Z E D B O X N A I L S . - F I E L D N A I L S P A C I N G S H A L L B E 1 2 " F O R S T U D S S P A C E D 1 6 " O . C . O R L E S S A N D 6 " O . C . F O R S T U D S S P A C E D A T 2 4 " O . C . 4 . F O R S W 1 O N L Y , E D G E N A I L S M A Y B E S U B S T I T U T E D W I T H 1 - 1 / 2 " 1 6 G A G E S T A P L E S S P A C E D A T 3 " O . C . A N D F I E L D N A I L S M A Y B E S U B S T I T U T E D W I T H 1 6 G A G E S T A P L E S A T 1 2 " O . C . 5 . A N C H O R A G E N A I L S S H A L L B E C O M M O N N A I L S . 6 . A N C H O R B O L T S S H A L L H A V E A 3 X 3 X 0 . 2 2 9 " W A S H E R A N D 7 " M I N E M B E D M E N T . T H E W A S H E R S H A L L E X T E N D T O W I T H I N 1 / 2 " F R O M T H E S H E A T H I N G . 7 . A N C H O R B O L T S M A Y B E S U B S T I T U T E D W I T H T I T E N H D A T S A M E D I A M E T E R A N D S P A C I N G . P R O V I D E M I N . 4 - 1 / 4 " E M B E D M E N T F O R 1 / 2 - D I A . B O L T S A N D M I N . 4 - 3 / 4 " E M B E D M E N T F O R 5 / 8 - D I A . B O L T S . H O L D - D O W N S C H E D U L E M A R K H O L D - D O W N M I N I M U M F A S T E N E R S A N C H O R P O S T A L S T H D 8 ( S E E N O T E 3 ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) S T R A P 8 " E M B E D . ( 2 ) 2 X P O S T D C S 1 6 ( 1 1 " E N D L E N G T H S ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T E M S T 3 7 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T F M S T 4 8 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T J H D U 2 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 5 " E M B E D . ( D R I L L & E P O X Y ) ( 2 ) 2 X P O S T K H D U 4 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T L H D U 5 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 - 1 / 2 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T 1 . H O L D - D O W N S S H A L L B E S I M P S O N S T R O N G - T I E O R E Q U I V A L E N T . 2 . S H E A R W A L L E D G E N A I L I N G S H A L L B E T O H O L D - D O W N P O S T . 3 . S T H D S T R A P S S H A L L B E " R J " T Y P E A T R I M J O I S T L O C A T I O N S . HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 1 SHEAR WALL PLAN S 1 - 1 L E V E L 1 S H E A R W A L L P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 T Y P . BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL B E A R I N G W A L L B E A R I N G W A L L BEARING WALL BEARING WALL BEARING WALL BEARING WALL (TOP FLUSH) ( T O P F L U S H ) ( T O P F L U S H ) ( T O P F L U S H ) ( T O P F L U S H ) (TOP FLUSH) ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . (3) ROWS 10d N A I L S (EACH SIDE) @ 12" O . C . P 0 3 P 0 3 P 0 3 P 0 3 A P 0 3 P 0 3 P 0 3 P 0 3 T Y P . ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) ( 2 X 6 ) 2 X 6 L E D G E R W I T H ( 2 ) R O W S 1 0 d C O M M O N N A I L S @ 1 6 " O . C . 2X6 LEDGER WITH (2)ROWS 10d COMMONNAILS @ 24" O.C. H A N G E R S C H E D U L E M A R K H A N G E R H U 6 1 2 T Y P . T Y P . J O I S T L E D G E R S C H E D U L E J O I S T M A R K L E D G E R S I Z E F A S T E N E R S F J 0 1 1 - 3 / 4 X 1 1 - 7 / 8 S C L ( 3 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 0 " O . C . F J 0 2 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 6 " O . C . F J 0 3 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 8 " O . C . F J 0 4 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 6 " O . C . P UB 01UB 02UB 02 UB 03UB 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 UB 03 U B 0 4 U B 0 4 UB 02 UB 05UB 05 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 UB 05 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 1 2 UB 07 U B 0 8 U B 0 8 U B 0 8 U B 0 8 UB 07 I Y I Y I Y I Y I Y I Y G U U B 0 9 U B 1 0 U B 1 1 U B 1 1 Z E CU C U I A A P F J 0 3 FJ 02 F J 0 3 F J 0 2 FJ 02 F J 0 3 F J 0 3 F J 0 1 F J 0 1 FJ 01 F J 0 1 TYP.TYP.TYP.ZCZDZG 2 X 6 R A F T E R S @ 2 4 " O . C . T R U S S E S @ 2 4 " O . C . 2X6 RAFTERS @ 24" O.C. A A A A U B 1 2 UB 11 UB 11 UB 11 UB 11 Z E UB 11 UB 11 UB 13 Z I Z I UB 13 UB 11 UB 11 F L O O R J O I S T S C H E D U L E M A R K T Y P E F J 0 1 1 1 - 7 / 8 " T J I 2 1 0 @ 1 6 " O . C . F J 0 2 2 X 1 0 @ 1 6 " O . C . F J 0 3 2 X 1 0 @ 1 2 " O . C . 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D J O I S T P O S T S C H E D U L E M A R K T Y P E P 0 3 ( 3 ) 2 X P O S T P 0 8 ( 5 ) 2 X P O S T T 0 2 ( 2 ) T R I M 1 . P A R A L L E L S T R A N D L U M B E R ( P S L ) 1 . 8 E 2 . S T E E L P I P E ( P I P E S T D ) A 5 3 3 . S T E E L H O L L O W S E C T I O N ( H S S ) A 5 0 0 4 . S T E E L C O L U M N S R E Q U I R E B E A R I N G P L A T E S 5 . C O N T I N U E P O S T S T O F D N / S T R U C T M E M B E R B E A M S C H E D U L E M A R K T Y P E U B 0 1 ( 3 ) 2 X 6 U B 0 2 ( 2 ) 2 X 6 U B 0 3 ( 2 ) 2 X 6 U B 0 4 ( 2 ) 2 X 6 U B 0 5 ( 2 ) 2 X 6 U B 0 6 ( 3 ) 2 X 8 U B 0 7 ( 3 ) 1 - 3 / 4 X 9 - 1 / 2 L V L U B 0 8 ( 3 ) 1 - 3 / 4 X 9 - 1 / 2 L V L U B 0 9 ( 3 ) 2 X 6 U B 1 0 ( 2 ) 2 X 6 U B 1 1 C 1 0 X 1 5 . 3 U B 1 2 ( 3 ) 2 X 6 U B 1 3 H S S 4 X 2 X 1 / 8 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) 2 . 0 E 3 . G L U E D - L A M I N A T E D T I M B E R ( G L B ) 2 4 F - 1 . 8 E 4 . S T E E L W - S H A P E S A 9 9 2 - 5 0 5 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D B E A M 6 . A L L H E A D E R S I N B E A R I N G W A L L S T O H A V E M I N . ( 1 ) T R I M M E R & ( 1 ) K I N G S T U D U . N . O . A L L O T H E R B E A M S A N D G I R D E R T R U S S E S T O H A V E M I N . ( 2 ) 2 X S U P P O R T S U . N . O . SHEATHING SCHEDULETYPETHICKNESSFLOOR3/4" OSB (48/24 SPAN RATING)ROOF7/16" OSB (24/16 SPAN RATING)1. SHEATHING PERPENDICULAR TO SUPPOR T S . 2. FLOOR SHEATHING NAILED & GLUED TO SUP P O R T 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (F I E L D ) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL E D G E HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 2 FRAMING PLAN S 2 - 0 L E V E L 2 F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 NO HOLD-DOWNS REQUIREDSW1NO HOLD-DOWNS REQUIREDSW1 SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 SW1 SW1 S W 1 S W 1 S W 1 S W 1 S W 1 S W 1 SW1SW1 S W 1 S W 1 S W 1 S W 1 S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 TYP.TYP. (20'-0")D D DD DD D D D D D D D D DDD D D D D D D D D D D D D D D D SW1 (20'-0")DD SW1 D D(16'-0") SW1 DD(16'-0") SW1 D D(16'-0") SW1 DD(16'-0") YY Y Y GT HTYP.TYP.TYP.ZCZDZG S H E A R W A L L S C H E D U L E M A R K S H E A T H I N G E D G E N A I L I N G A B U T T I N G P A N E L E D G E F R A M I N G A N C H O R A G E S O L E P L A T E S I L L P L A T E S W 1 7 / 1 6 " 8 d @ 6 " 2 X 1 0 d @ 6 " 5 / 8 " A . B . @ 3 2 " S W 2 7 / 1 6 " 8 d @ 4 " 2 X 1 0 d @ 4 " 5 / 8 " A . B . @ 3 2 " 1 . S H E A T H I N G S H A L L C O N S I S T O F W O O D S T R U C T U R A L P A N E L S ( S E E G S N ) . 2 . U N L E S S N O T E D O N D R A W I N G S , E X T E R I O R S T U D S S H A L L B E S P A C E D A T 1 6 " O . C . 3 . S H E A T H I N G N A I L S S H A L L B E C O M M O N O R G A L V A N I Z E D B O X N A I L S . - F I E L D N A I L S P A C I N G S H A L L B E 1 2 " F O R S T U D S S P A C E D 1 6 " O . C . O R L E S S A N D 6 " O . C . F O R S T U D S S P A C E D A T 2 4 " O . C . 4 . F O R S W 1 O N L Y , E D G E N A I L S M A Y B E S U B S T I T U T E D W I T H 1 - 1 / 2 " 1 6 G A G E S T A P L E S S P A C E D A T 3 " O . C . A N D F I E L D N A I L S M A Y B E S U B S T I T U T E D W I T H 1 6 G A G E S T A P L E S A T 1 2 " O . C . 5 . A N C H O R A G E N A I L S S H A L L B E C O M M O N N A I L S . 6 . A N C H O R B O L T S S H A L L H A V E A 3 X 3 X 0 . 2 2 9 " W A S H E R A N D 7 " M I N E M B E D M E N T . T H E W A S H E R S H A L L E X T E N D T O W I T H I N 1 / 2 " F R O M T H E S H E A T H I N G . 7 . A N C H O R B O L T S M A Y B E S U B S T I T U T E D W I T H T I T E N H D A T S A M E D I A M E T E R A N D S P A C I N G . P R O V I D E M I N . 4 - 1 / 4 " E M B E D M E N T F O R 1 / 2 - D I A . B O L T S A N D M I N . 4 - 3 / 4 " E M B E D M E N T F O R 5 / 8 - D I A . B O L T S . H O L D - D O W N S C H E D U L E M A R K H O L D - D O W N M I N I M U M F A S T E N E R S A N C H O R P O S T A L S T H D 8 ( S E E N O T E 3 ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) S T R A P 8 " E M B E D . ( 2 ) 2 X P O S T D C S 1 6 ( 1 1 " E N D L E N G T H S ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T E M S T 3 7 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T F M S T 4 8 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T J H D U 2 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 5 " E M B E D . ( D R I L L & E P O X Y ) ( 2 ) 2 X P O S T K H D U 4 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T L H D U 5 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 - 1 / 2 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T 1 . H O L D - D O W N S S H A L L B E S I M P S O N S T R O N G - T I E O R E Q U I V A L E N T . 2 . S H E A R W A L L E D G E N A I L I N G S H A L L B E T O H O L D - D O W N P O S T . 3 . S T H D S T R A P S S H A L L B E " R J " T Y P E A T R I M J O I S T L O C A T I O N S . HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 2 SHEAR WALL PLAN S 2 - 1 L E V E L 2 S H E A R W A L L P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 T Y P . BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL B E A R I N G W A L L B E A R I N G W A L L BEARING WALL BEARING WALL BEARING WALL BEARING WALL T 0 2 T 0 2 T 0 2 T 0 2 (TOP FLUSH) ( T O P F L U S H ) ( T O P F L U S H ) ( T O P F L U S H ) ( T O P F L U S H ) (TOP FLUSH) ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . ( 3 ) R O W S 1 0 d N A I L S ( E A C H S I D E ) @ 1 2 " O . C . (3) ROWS 10d N A I L S (EACH SIDE) @ 12" O . C . T Y P . T Y P . T Y P . A H A N G E R S C H E D U L E M A R K H A N G E R H U 6 1 2 J O I S T L E D G E R S C H E D U L E J O I S T M A R K L E D G E R S I Z E F A S T E N E R S F J 0 1 1 - 3 / 4 X 1 1 - 7 / 8 S C L ( 3 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 0 " O . C . F J 0 2 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 6 " O . C . F J 0 3 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 8 " O . C . F J 0 4 2 X 8 ( 2 ) R O W S S D S 2 5 3 1 2 S C R E W S @ 1 6 " O . C . P UB 01UB 01 UB 02UB 02UB 02 UB 03UB 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 U B 0 3 UB 03 U B 0 4 U B 0 4 UB 01 UB 01 UB 02UB 02 UB 02 UB 05UB 05 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 UB 05 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 5 U B 0 6 U B 0 6 UB 07 U B 0 8 U B 0 8 U B 0 8 U B 0 8 UB 07 I Y I Y I Y I Y I Y I Y G U I A A P F J 0 3 FJ 02 F J 0 3 F J 0 2 FJ 0 2 F J 0 3 F J 0 3 F J 0 1 F J 0 1 FJ 01 F J 0 1 TYP.TYP.TYP.ZCZDZG N O T E : ( 2 ) 2 X 6 O R ( 3 ) 2 X 4 P O S T R E Q U I R E D T O S U P P O R T U B 0 8 ( T Y P . ) A A A A F L O O R J O I S T S C H E D U L E M A R K T Y P E F J 0 1 1 1 - 7 / 8 " T J I 2 1 0 @ 1 6 " O . C . F J 0 2 2 X 1 0 @ 1 6 " O . C . F J 0 3 2 X 1 0 @ 1 2 " O . C . 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D J O I S T P O S T S C H E D U L E M A R K T Y P E P 0 3 ( 3 ) 2 X P O S T P 0 8 ( 5 ) 2 X P O S T T 0 2 ( 2 ) T R I M 1 . P A R A L L E L S T R A N D L U M B E R ( P S L ) 1 . 8 E 2 . S T E E L P I P E ( P I P E S T D ) A 5 3 3 . S T E E L H O L L O W S E C T I O N ( H S S ) A 5 0 0 4 . S T E E L C O L U M N S R E Q U I R E B E A R I N G P L A T E S 5 . C O N T I N U E P O S T S T O F D N / S T R U C T M E M B E R B E A M S C H E D U L E M A R K T Y P E U B 0 1 ( 3 ) 2 X 6 U B 0 2 ( 2 ) 2 X 6 U B 0 3 ( 2 ) 2 X 6 U B 0 4 ( 2 ) 2 X 6 U B 0 5 ( 2 ) 2 X 6 U B 0 6 ( 3 ) 2 X 8 U B 0 7 ( 3 ) 1 - 3 / 4 X 9 - 1 / 2 L V L U B 0 8 ( 3 ) 1 - 3 / 4 X 9 - 1 / 2 L V L U B 0 9 ( 3 ) 2 X 6 U B 1 0 ( 2 ) 2 X 6 U B 1 1 C 1 0 X 1 5 . 3 U B 1 2 ( 3 ) 2 X 6 U B 1 3 H S S 4 X 2 X 1 / 8 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) 2 . 0 E 3 . G L U E D - L A M I N A T E D T I M B E R ( G L B ) 2 4 F - 1 . 8 E 4 . S T E E L W - S H A P E S A 9 9 2 - 5 0 5 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D B E A M 6 . A L L H E A D E R S I N B E A R I N G W A L L S T O H A V E M I N . ( 1 ) T R I M M E R & ( 1 ) K I N G S T U D U . N . O . A L L O T H E R B E A M S A N D G I R D E R T R U S S E S T O H A V E M I N . ( 2 ) 2 X S U P P O R T S U . N . O . SHEATHING SCHEDULETYPETHICKNESSFLOOR3/4" OSB (48/24 SPAN RATING)ROOF7/16" OSB (24/16 SPAN RATING)1. SHEATHING PERPENDICULAR TO SUPPOR T S . 2. FLOOR SHEATHING NAILED & GLUED TO SUP P O R T 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (F I E L D ) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL E D G E HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 3 FRAMING PLAN S 3 - 0 L E V E L 3 F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 NO HOLD-DOWNS REQUIREDSW1NO HOLD-DOWNS REQUIREDSW1 SW1 NO HOLD-DOWNS REQUIRED SW1 SW1 (20'-0") NO HOLD-DOWNS REQUIRED SW1 SW1 SW1 S W 1 S W 1 S W 1 S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 SW1SW1 S W 1 S W 1 S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 N O H O L D - D O W N S R E Q U I R E D S W 1 TYP. T Y P . (20'-0")D D DD DD D D D D D D D D D D D D SW1 D D(16'-0") SW1 DD(16'-0") SW1 D D(16'-0") SW1 DD(16'-0") N O H O L D - D O W N S R E Q U I R E D NO HOLD-DOWNS REQUIRED N O H O L D - D O W N S R E Q U I R E D NO HOLD-DOWNS REQUIREDYY Y Y GT H E M E M E M E M E M EM E M E M E M E M TYP.ZG S H E A R W A L L S C H E D U L E M A R K S H E A T H I N G E D G E N A I L I N G A B U T T I N G P A N E L E D G E F R A M I N G A N C H O R A G E S O L E P L A T E S I L L P L A T E S W 1 7 / 1 6 " 8 d @ 6 " 2 X 1 0 d @ 6 " 5 / 8 " A . B . @ 3 2 " S W 2 7 / 1 6 " 8 d @ 4 " 2 X 1 0 d @ 4 " 5 / 8 " A . B . @ 3 2 " 1 . S H E A T H I N G S H A L L C O N S I S T O F W O O D S T R U C T U R A L P A N E L S ( S E E G S N ) . 2 . U N L E S S N O T E D O N D R A W I N G S , E X T E R I O R S T U D S S H A L L B E S P A C E D A T 1 6 " O . C . 3 . S H E A T H I N G N A I L S S H A L L B E C O M M O N O R G A L V A N I Z E D B O X N A I L S . - F I E L D N A I L S P A C I N G S H A L L B E 1 2 " F O R S T U D S S P A C E D 1 6 " O . C . O R L E S S A N D 6 " O . C . F O R S T U D S S P A C E D A T 2 4 " O . C . 4 . F O R S W 1 O N L Y , E D G E N A I L S M A Y B E S U B S T I T U T E D W I T H 1 - 1 / 2 " 1 6 G A G E S T A P L E S S P A C E D A T 3 " O . C . A N D F I E L D N A I L S M A Y B E S U B S T I T U T E D W I T H 1 6 G A G E S T A P L E S A T 1 2 " O . C . 5 . A N C H O R A G E N A I L S S H A L L B E C O M M O N N A I L S . 6 . A N C H O R B O L T S S H A L L H A V E A 3 X 3 X 0 . 2 2 9 " W A S H E R A N D 7 " M I N E M B E D M E N T . T H E W A S H E R S H A L L E X T E N D T O W I T H I N 1 / 2 " F R O M T H E S H E A T H I N G . 7 . A N C H O R B O L T S M A Y B E S U B S T I T U T E D W I T H T I T E N H D A T S A M E D I A M E T E R A N D S P A C I N G . P R O V I D E M I N . 4 - 1 / 4 " E M B E D M E N T F O R 1 / 2 - D I A . B O L T S A N D M I N . 4 - 3 / 4 " E M B E D M E N T F O R 5 / 8 - D I A . B O L T S . H O L D - D O W N S C H E D U L E M A R K H O L D - D O W N M I N I M U M F A S T E N E R S A N C H O R P O S T A L S T H D 8 ( S E E N O T E 3 ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) S T R A P 8 " E M B E D . ( 2 ) 2 X P O S T D C S 1 6 ( 1 1 " E N D L E N G T H S ) 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T E M S T 3 7 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T F M S T 4 8 1 0 d X 2 - 1 / 2 " ( . 1 4 8 X 2 - 1 / 2 " ) ( F L O O R S T R A P ) ( 2 ) 2 X P O S T J H D U 2 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 5 " E M B E D . ( D R I L L & E P O X Y ) ( 2 ) 2 X P O S T K H D U 4 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T L H D U 5 - S D S 2 . 5 S D S 1 / 4 " X 2 - 1 / 2 " ( S D S 2 5 2 1 2 ) 5 / 8 " A . B . 7 - 1 / 2 " E M B E D . ( S I M P S O N S E T - 3 G E P O X Y ) ( 2 ) 2 X P O S T 1 . H O L D - D O W N S S H A L L B E S I M P S O N S T R O N G - T I E O R E Q U I V A L E N T . 2 . S H E A R W A L L E D G E N A I L I N G S H A L L B E T O H O L D - D O W N P O S T . 3 . S T H D S T R A P S S H A L L B E " R J " T Y P E A T R I M J O I S T L O C A T I O N S . HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . LEVEL 3 SHEAR WALL PLAN S 3 - 1 L E V E L 3 S H E A R W A L L P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 95 PLF DRAG T R U S S 9 5 P L F D R A G T R U S S 9 5 P L F D R A G T R U S S 9 5 P L F D R A G T R U S S 9 5 P L F D R A G T R U S S P R E - M A N U F A C T U R E D T R U S S E S @ 2 4 " O . C . 9 5 P L F D R A G T R U S S B E A R I N G W A L L B E A R I N G W A L L TYP.(STRUCTURAL FASCIA)(FLUSH)(FLUSH)(STRUCTURAL FASCIA)(FLUSH)(STRUCTURAL FASCIA) (STRUCTURAL FASCIA) ( F L U S H ) ( F L U S H ) (STRUCTURAL FASCIA) ( F L U S H ) (STRUCTURAL FASCIA) ( S T R U C T U R A L F A S C I A ) (FLUSH) ( S T R U C T U R A L F A S C I A ) (FLUSH) (STRUC T U R A L F A S C I A ) (FLUSH) ( S T R U C T U R A L F A S C I A ) (FLUSH) T Y P . T Y P . T Y P . TYP. T Y P . T Y P . E M E M E M E M EM E M E M E M E M E M ZB RB 01 RB 02RB 02 RB 01RB 02 RB 01 RB 01 R B 0 2 R B 0 2 RB 01 R B 0 2 RB 01 R B 0 1 RB 02 R B 0 1 RB 02 R B 0 1 RB 02 R B 0 1 RB 02 RB 03RB 03RB 03RB 03 RB 03RB 03 RB 03RB 03 RB 03 RB 03 RB 04RB 04 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 RB 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 R B 0 4 RB 05RB 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 5 RB 05RB 05 RB 06 R B 0 6 R B 0 6 R B 0 6 R B 0 6 R B 0 6 RB 06 R B 0 6 R B 0 6 R B 0 6 R B 0 6 R B 0 6 RB 06 R B 0 6 R B 0 6 I A A P Q XH R B 0 5 R B 0 5 R B 0 5 R B 0 5 R B 0 7 R B 0 7 G U F D E S I G N T R U S S F O R A T T I C D O O R O P E N I N G ( T Y P . ) UPSIDE-DOWN LUS26-3HANGER - TYP. FOR ALLRB 01 TO RB 02CONNECTIONSW O O D T R U S S L O A D S GROUND SNO W L O A D , P g = 5 0 P S F FLAT ROOF SN O W L O A D = 3 5 P S F TOP CHORD D E A D L O A D = 1 0 P S F BOTTOM CHO R D D E A D L O A D = 7 P S F 1. DESIGN SNOW L O A D S S H A L L B E I N A C C O R D A N C E WITH ASCE 7-16 C H A P . 7 ( 2 0 1 8 I B C 1 6 0 8 . 1 ) P O S T S C H E D U L E M A R K T Y P E P 0 3 ( 3 ) 2 X P O S T P 0 8 ( 5 ) 2 X P O S T T 0 2 ( 2 ) T R I M 1 . P A R A L L E L S T R A N D L U M B E R ( P S L ) 1 . 8 E 2 . S T E E L P I P E ( P I P E S T D ) A 5 3 3 . S T E E L H O L L O W S E C T I O N ( H S S ) A 5 0 0 4 . S T E E L C O L U M N S R E Q U I R E B E A R I N G P L A T E S 5 . C O N T I N U E P O S T S T O F D N / S T R U C T M E M B E R B E A M S C H E D U L E M A R K T Y P E R B 0 1 2 X 6 R B 0 2 ( 3 ) 2 X 6 R B 0 3 ( 2 ) 2 X 6 R B 0 4 ( 3 ) 2 X 6 R B 0 5 ( 2 ) 2 X 6 R B 0 6 ( 3 ) 2 X 1 0 R B 0 7 ( 2 ) 1 - 3 / 4 X 9 - 1 / 2 L V L 1 . D I M E N S I O N A L L U M B E R D F # 2 U . N . O . 2 . L A M I N A T E D V E N E E R L U M B E R ( L V L ) 2 . 0 E 3 . G L U E D - L A M I N A T E D T I M B E R ( G L B ) 2 4 F - 1 . 8 E 4 . S T E E L W - S H A P E S A 9 9 2 - 5 0 5 . S U F F I X E S ( A , B , E T C . ) D E N O T E A L T E R N A T I V E S F O R T H E S P E C I F I E D B E A M 6 . A L L H E A D E R S I N B E A R I N G W A L L S T O H A V E M I N . ( 1 ) T R I M M E R & ( 1 ) K I N G S T U D U . N . O . A L L O T H E R B E A M S A N D G I R D E R T R U S S E S T O H A V E M I N . ( 2 ) 2 X S U P P O R T S U . N . O . S H E A T H I N G S C H E D U L E T Y P E T H I C K N E S S F L O O R 3 / 4 " O S B ( 4 8 / 2 4 S P A N R A T I N G ) R O O F 7 / 1 6 " O S B ( 2 4 / 1 6 S P A N R A T I N G ) 1 . S H E A T H I N G P E R P E N D I C U L A R T O S U P P O R T S . 2 . F L O O R S H E A T H I N G N A I L E D & G L U E D T O S U P P O R T 3 . 8 d C O M M O N N A I L S 6 " O . C . ( E D G E S ) 1 2 " O . C . ( F I E L D ) 4 . N A I L I N G N O C L O S E R T H A N 3 / 8 " F R O M P A N E L E D G E HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . ROOF FRAMING PLAN S 4 - 0 R O O F F R A M I N G P L A N 1 / 8 " = 1 ' - 0 " P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 DETAIL SHEETS AND NOTES F L O O R I N S I D E F O U N D A T I O N N O S C A L E Z A P R E S S U R E T R E A T E D S I L L P L A T E R I M B O A R D O R F U L L H E I G H T S O L I D B L O C K I N G B E T W E E N J O I S T S 1 / 2 " A I R G A P O R M O I S T U R E B A R R I E R D O U B L E T O P P L A T E C O N C R E T E F O U N D A T I O N W A L L ( S E E S T R U C T U R A L ) 2 X S T U D W A L L P . T . S I L L P L A T E C O N C R E T E S L A B ( W H E R E O C C U R S ) C O N C R E T E F O O T I N G ( S E E S T R U C T U R A L ) R O U G H E N S U R F A C E W / A T L E A S T 1 / 4 " I R R E G U L A R I T I E S F I N . G R A D E A N C H O R B O L T ( S E E S H E A R W A L L S C H E D U L E F O R S I Z E A N D S P A C I N G ) W I T H A 3 X 3 X 0 . 2 2 9 " F L A T W A S H E R A N D 7 " M I N I M U M E M B E D M E N T S E E F L O O R F R A M I N G P L A N F O R S I Z E A N D S P A C I N G 6" MIN. MIN. FROST DEPTH (SEE STRUCTURAL) G W , G P , S W A N D S P S O I L S 3 " C L R . 3" CLR. W O O D T R U S S - W O O D W A L L O U T R I G G E R ( 3 5 P S F S N O W ) N O S C A L E Z B O U T R I G G E R S P A N T A B L E ( M A X 3 5 P S F S N O W ) S P A N F R A M I N G 2 ' - 6 " 2 X 4 @ 2 4 " O . C . 3 ' - 0 " 2 X 4 @ 1 6 " O . C . W O O D T R U S S E S F R A M E D W A L L S H E A T H I N G S E E T A B L E F O R O U T R I G G E R S A N D S P A N G A B L E E N D T R U S S 2 X B L O C K I N G A N D H U R R I C A N E T I E S P E R D E T A I L Q 2 X B A C K S P A N FLAT ROOF SNOW LOADKICKER SIZERAFTER SIZERIDGE BEAM SIZE0-40 PSF2X42X42X640-80 PSF2X62X42X680-120 PSF*(2) 2X42X62X81.SUPPORT ALL RAFTERS AND RIDGE BEAMS WITH KICKERS SPACED AT 48" O.C. MAX. SUPPORTKICKERS ON FRAMING BELOW.*2. FOR SNOW LOADS OF 80-120PSF, ATTACH EACH KICKER TO FRAMING BELOW WITH (1) A35 CLIP.ROOF FRAMING - OVER BUILD FRAMINGNO SCALEF SUPPORT OVER-BUILD ON FULL WIDTH ORMULTIPLE 2X LEDGER FASTEN TO LOWERFRAMING WITH (4) 10dX3" NAILS @ EACHTRUSS OR RAFTER BELOWATTACH RAFTER TO LEDGERWITH (3) 10d TOE NAILS2X KICKERS (SEE TABLE)ATTACH KICKERS TOFRAMING BELOW WITH(3) 10d TOE NAILSLOWER ROOFFRAMING ORWOOD TRUSSES PROVIDE ROOFSHEATHING ONLOWER ROOF (SEESHEATHING SCHEDULE)RIDGE OR HIP BEAM(SEE TABLE)OVER-BUILD RAFTERS(SEE TABLE) ORWOOD TRUSS @24" O.C. U.N.O.HOLD-DOWN - FLOOR STRAP END LENGTHEND LENGTH CLEAR SPANNO SCALEH POST (SEE HOLD-DOWNSCHEDULE)FLOOR-TO-FLOOR STRAP (SEEHOLD-DOWN SCHEDULE)PROVIDE EQUALEND LENGTHSNAILS NOT REQUIREDIN CLEAR SPANPROVIDE MINIMUM1-5/8" TO FIRST NAILPROVIDE MAX NAILING INEACH END LENGTH (SEEHOLD-DOWN SCHEDULEFOR FASTENER TYPE) B E A R I N G W A L L - E X T E R I O R T O F L O O R ( 1 5 0 P L F U N I T S H E A R ) N O S C A L E P 2 X S T U D W A L L S O L E P L A T E N A I L I N G S O L E P L A T E ( B O T T O M P L A T E ) F L O O R S H E A T H I N G F L O O R J O I S T S ( S E E S T R U C T U R A L ) P R O V I D E F U L L - H E I G H T B L O C K I N G @ 4 8 " O . C . I N F I R S T T W O B A Y S W H E N J O I S T S A R E P A R A L L E L T O W A L L O R P R O V I D E G Y P S U M B O A R D T O F L O O R A S S E M B L Y P R O V I D E M I N I M U M J O I S T B E A R I N G ( S E E M A N U F A C T U R E R ) S O L I D B L O C K I N G A T W A L L S H E A T H I N G P A N E L E D G E S 2 X D O U B L E T O P P L A T E ( 2 ) 8 d N A I L S E A C H J O I S T 1 0 d X 3 " @ 6 " O . C . P A N E L E D G E N A I L I N G T O R I M B O A R D R I M B O A R D S H E A T H I N G C O N T I N U O U S A C R O S S J O I S T S O R L T P 4 P L A T E E V E R Y 2 4 " O . C . A L O N G P A N E L J O I N T S N O S C A L E R O O F F R A M I N G - B L O C K I N G ( 1 5 0 P L F U N I T S H E A R ) Q M U L T I - P L Y T R U S S T O T O P P L A T E C O N N E C T I O N T R U S S U P L I F T T I E - D O W N < 5 2 0 L B ( 2 ) H 2 . 5 A < 6 5 0 L B S D W C 1 5 6 0 0 S C R E W < 1 0 4 0 L B H 1 0 A O R H 1 0 A - 2 < 1 3 1 0 L B H T S 1 6 U P L I F T V A L U E S T O B E P R O V I D E D B Y T R U S S M A N U F A C T U R E R U P L I F T C A P A C I T I E S A R E B A S E D O N D O U G L A S F I R H 2 . 5 A A T E A C H R A F T E R B E A R I N G 1 0 d x 3 " @ 6 " O . C . W O O D T R U S S H 1 O R S D W C 1 5 6 0 0 A T E A C H S I N G L E T R U S S B E A R I N G ( S E E T A B L E F O R M U L T I - P L Y T R U S S E S . ) D I A P H R A G M B O U N D A R Y N A I L I N G F U L L - H E I G H T S O L I D B L O C K I N G ( E V E R Y T H I R D B L O C K M A Y B E T U R N E D F L A T W I S E F O R V E N T I L A T I O N ) W E B S T I F F E N E R S R E Q U I R E D F O R I - J O I S T R A F T E R S R O O F R A F T E R ( S E E S T R U C T U R A L ) A 3 5 O R R B C C L I P A T E A C H B L O C K V P A C O N N E C T O R O R A T T A C H R A F T E R T O B E V E L E D P L A T E W I T H ( 3 ) 1 0 d N A I L S A T E A C H R A F T E R ( B E V E L E D P L A T E T O T O P P L A T E N A I L I N G T O M A T C H D O U B L E T O P P L A T E N A I L I N G ) R O O F R A F T E R W O O D T R U S S D I A P H R A G M B O U N D A R Y N A I L I N G F U L L - H E I G H T S O L I D B L O C K I N G O R P R E F A B R I C A T E D T R U S S B L O C K I N G ( F O R S O L I D B L O C K S , E V E R Y T H I R D B L O C K M A Y B E T U R N E D F L A T W I S E F O R V E N T I L A T I O N ) < 1 9 8 0 L B ( 2 ) M T S 1 2 < 2 8 3 0 L B ( 2 ) H T S 1 6 N O S C A L E S R E Q U I R E D L A P L E N G T H C O N C R E T E 1 2 B A R D I A . 4 0 B A R D I A . H O O K T Y P E S P L I C E 1 2 " 2 4 " M A S O N R Y 2 0 B A R D I A . 4 8 B A R D I A . M I N . F O U N D A T I O N W A L L - C O R N E R & I N T E R S E C T I O N R E I N F O R C I N G F O U N D A T I O N W A L L C O R N E R D O W E L S T Y P . @ F O O T I N G S & F O U N D A T I O N H O R I Z O N T A L R E I N F O R C I N G A S C A L L E D O U T I N G E N E R A L S T R U C T U R A L N O T E S O R S T R U C T U R A L D R A W I N G S S P L I C E HOOK C O R N E R I N T E R S E C T I O N SHEAR WALL - PERFORATEDNO SCALEY ADDITIONAL STRAPPING AND BLOCKINGAROUND OPENINGS ARE NOT REQUIRED.WINDOW OPENING(WHERE OCCURS)DOOR OPENING(WHERE OCCURS)PROVIDE EDGENAILING ALONGFULL HEIGHTOF HOLD-DOWNPOSTSEE SHEAR WALLSCHEDULE FOR ANCHORBOLTS SIZE AND SPACING HOLD-DOWN (SEESTRUCTURAL)SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUIREMENTSHOLD-DOWN - FOUNDATION STRAPAD POST (SEE HOLD-DOWNSCHEDULE)EMB E D D E D F O U N D A T I O N S T R A P (SE E H O L D - D O W N S C H E D U L E ) R I M B O A R D W H E R E O C C U R S H O R I Z O N T A L R E I N F O R C E M E N T A T T O P O F F O U N D A T I O N ( S E E F O U N D A T I O N W A L L S C H E D U L E ) NAILED PORTIONCLEAR SPAN17" MAXIMUMNO SCALE 1/2" MIN.FROMCORNER D I A P H R A G M - T O P P L A T E S P L I C E N O S C A L E A P 4 ' - 0 " M I N I M U M B E T W E E N S P L I C E S 1" TYP. 4 " T Y P . T O P P L A T E T O L O W E R P L A T E : 1 2 - 1 6 d N A I L S ( 2 R O W S O F 6 ) L O W E R P L A T E T O T O P O F S T U D S : 2 - 1 6 d N A I L S A T E A C H S T U D 8 ' - 0 " M I N I M U M T O N E X T L A P N O T E : W H E R E D O U B L E T O P P L A T E I S C U T D U E T O I N T E R S E C T I N G B E A M S , W A L L S , E T C . P R O V I D E ( 2 ) C S 1 6 S T R A P S A C R O S S C U T W I T H 1 2 " E N D L E N G T H S N O T E : F A S T E N E R S I N P R E S E R V A T I V E - T R E A T E D A N D F I R E - R E T A R D A N T - T R E A T E D W O O D S H A L L B E O F H O T D I P P E D Z I N C - C O A T E D G A L V A N I Z E D S T E E L , S T A I N L E S S S T E E L , S I L I C O N B R O N Z E O R C O P P E R H O L D - D O W N N O S C A L E B L P O S T ( S E E H O L D - D O W N S C H E D U L E ) A N C H O R A G E D E V I C E ( S E E H O L D - D O W N S C H E D U L E ) A N C H O R B O L T ( S E E H O L D - D O W N S C H E D U L E F O R B O L T D I A M E T E R A N D E M B E D M E N T L E N G T H ) N O S C A L E C U L E D G E R - R A F T E R T O F R A M E D W A L L S C R E W S O R N A I L S ( S E E S T R U C T U R A L ) 2 X B L O C K I N G T O M A T C H L E D G E R S I Z E . A 3 5 C L I P S A N D B L O C K I N G N O T R E Q U I R E D W H E R E L E D G E R I S A T T A C H E D T O R I M B O A R D O R 2 X M E M B E R R A F T E R S A 3 5 C L I P S R A F T E R H A N G E R R O O F R A F T E R S L O P E T O M A T C H A R C H I T E C T U R A L ( S E E S T R U C T U R A L ) L E D G E R ( S E E S T R U C T U R A L ) A 3 5 C L I P B L O C K I N G 2 X S T U D W A L L S C R E W S O R N A I L S ( S E E S T R U C T U R A L ) P L A N V I E W S E C T I O N 11NO SCALECWBEARING WALL - INTERIOR FOOTING 2X STUD WALLCONCRETE NAILS @ 16" O.C.(ANCHOR BOLTS REQUIREDAT SHEAR WALLS PERSHEAR WALL SCHEDULE)AT OPTIONALMONOLITHICFOOTING CONCRETE SLAB(WHERE OCCURS)3"3"FOOTING WIDTH(SEE STRUCTURAL)3"3"NOTE: FASTENERS IN PRESERVATIVE-TREATED ANDFIRE-RETARDANT-TREATED WOOD SHALL BE OF HOTDIPPED ZINC-COATED GALVANIZED STEEL, STAINLESSSTEEL, SILICON BRONZE, OR COPPER.LENGTHWISEREINFORCEMENT(SEE STRUCTURAL)FOOTING DEPTH(SEE STRUCTURAL)4"SHEAR WALL - TRUSSED DIAPHRAGM C O N N E C T I O N NO SCALEEM SHEAR WALL PRE-FABRICATEDTRUSSBLOCKINGORSHEAR WALLPERPENDICULAR TO TRUSSESPARALLEL TO TRUSSES 10d @ 3"O.C.ROOF SHEATHING S H E A T H I N G N A I L I N G - S A M E A S S H E A R W A L L B E L O W N A I L B L O C K I N G T O T R U S S E S W I T H 1 6 d N A I L S @ 6 " O . C . S I M P S O N L T P 4 @ 1 6 " O . C . O R A 3 5 @ 1 2 " O . C . DRAG TRUS S O R F R A M E D W A L L WITH SHEA T H I N G A N D N A I L I N G S A M E AS SHEAR W A L L A L I G N E D B E L O W 2 X F R A M I N G ROOF S H E A T H I N G 10d @ 3" O.C.DOUBLE TO P P L A T E SHEAR WALL (SEESTRUCTURAL)SIMPSON A35 @ 12" O.C.OR LTP4 @ 16" O.C.SHEATHING D O U B L E T O P P L A T E W O O D S T R U C T U R A L P A N E L S H E A R W A L L N O S C A L E G T P R O V I D E S T A G G E R E D E D G E N A I L I N G A T D O U B L E T O P P L A T E R E G A R D L E S S O F P A N E L E D G E L O C A T I O N A B U T T I N G P A N E L E D G E F R A M I N G M E M B E R ( S E E S C H E D U L E F O R S I Z E ) 2 X W A L L S I L L / S O L E P L A T E ( S E E S C H E D U L E F O R A N C H O R A G E ) E D G E N A I L I N G A T A L L P A N E L E D G E S ( S E E S C H E D U L E ) N A I L S S H A L L B E L O C A T E D A T L E A S T 3 / 8 " F R O M P A N E L E D G E F I E L D N A I L I N G A T A L L I N T E R M E D I A T E W A L L S T U D S ( S E E S C H E D U L E ) 2 X B L O C K I N G R E Q U I R E D A T A L L P A N E L S P L I C E S W O O D S T R U C T U R A L P A N E L S ( S E E S C H E D U L E ) 2 X W A L L D O U B L E T O P P L A T E E . N . E.N. E.N. E . N . E . N . E.N. E . N . = E D G E N A I L I N G R E Q U I R E D W O O D S T R U C T U R A L P A N E L D I A P H R A G M - U N B L O C K E D N O S C A L E G U D I A P H R A G M B O U N D A R Y N A I L I N G ( M A T C H P A N E L E D G E N A I L I N G ) E D G E N A I L I N G A T P A N E L E D G E S ( S E E S H E A T H I N G S C H E D U L E ) C O N T I N U O U S P A N E L J O I N T R O O F O R F L O O R F R A M I N G F I E L D N A I L I N G A T I N T E R M E D I A T E F R A M I N G ( S E E S H E A T H I N G S C H E D U L E ) 4 ' X 8 ' W O O D S T R U C T U R A L P A N E L ( S E E S H E A T H I N G S C H E D U L E ) H E A D E R ( S E E S T R U C T U R A L ) W O O D B E A M - W A L L H E A D E R F R A M I N G N O S C A L E I A ( 4 ) 1 6 d E N D N A I L S O R ( 4 ) 8 d T O E N A I L S K I N G S T U D M I N . ( 1 ) P L Y U . N . O . T R I M M E R ( S ) ( S E E S T R U C T U R A L ) T W O P L I E S : 1 0 d C O M M O N ( 0 . 1 4 8 X 3 " ) N A I L S @ 2 4 " O . C . T H R E E O R M O R E P L I E S : F A C E N A I L I N G 1 0 d C O M M O N ( 0 . 1 4 8 X 3 " ) N A I L S @ 6 " O . C . S T A G G E R E D 10d (3")212" O.C.SDW22500 2 3212" O.C.24" O.C.16" O.C.212" O.C.3 PLY FASTENERROWSSPACING10d (3")212" O.C.SDW22338 2 3212" O.C.24" O.C.16" O.C.212" O.C.2 PLYSDW226342224" O.C.16" O.C.212" O.C.4 PLY LOAD (PLF)*ALLOWABLE28041545067590037055080012001600400600800* ALLOWABLE SIDE LOAD APPLIED TO EXTERIOR PLY MULTIPLE PLIES(SEE STRUCTURAL)(EACH SIDE)16" O.C.12" O.C.9001200 331015135016" O.C.12" O.C.33WOOD BEAM - MULTIPLE PLIES (SIDE LOADED)NO SCALEIY SEE STRUCTURALPLAN FOR FASTENERSIZE AND SPACING MULTIPLE PLIES(SEE STRUCTURAL)WOOD TRUSS - WOOD WALL GABLE EN D B R A C I N G NO SCALEXH ROOFSHEATHING 8d NAILS @ 6" O.C.2X B L O C K I N G F O R T W O B A Y S AT T O P O F D I A G O N A L B R A C E G A B L E E N D W O O D T R U S S 2X4 BLOCKINGWITH (2) 10d NAILS@ EACH ENDATTACH BRACETO BLOCKINGWITH (5) 10d NAILS 2 X 6 B R A C E @ 4 8 " O . C . ( S T A R T I N G W H E R E G A B L E H E I G H T R E A C H E S 4 ' ) E N D W A L L (2) A34 OR (2)GBC @ EACHBRACE WOOD TRUSS S H E A T H I N G C O N T I N U O U S A C R O S S J O I N T O R A T T A C H G A B L E E N D T R U S S T O T O P P L A T E W I T H 1 0 d X 3 " @ 6 " O . C . T O E N A I L I N G 1 1 (MAX.) D E M I S I N G W A L L - T J I J O I S T S B E A R I N G N O S C A L E Z C R I M B O A R D F I R E P R O T E C T I O N P E R A R C H I T E C T C E I L I N G F I R E P R O T E C T I O N P E R A R C H I T E C T P R O V I D E M I N . 1 . 7 5 " B E A R I N G F O R F L O O R J O I S T S S H E A R W A L L S H E A T H I N G ( W H E R E O C C U R S ) 1 - 1 / 4 " T I M B E R S T R A N D L S L O R 1 - 1 / 8 " T J R I M B O A R D C E N T E R E D O N T O P P L A T E ( 2 ) 8 d N A I L S E A C H J O I S T A 3 5 @ 2 4 " O . C . 1 0 d @ 4 " O . C . B E A R I N G W A L L ( S E E S T R U C T U R A L ) DETAIL SHEETS AND NOTES HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . STRUCTURAL DETAILS S D 1 P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 DETAIL SHEETS AND NOTES F L O O R I N S I D E F O U N D A T I O N A T D O U B L E W A L L N O S C A L E Z F 2 X 4 P T S I L L P L A T E @ 2 X 4 W A L L A N C H O R B O L T S W I T H 3 X 3 X 0 . 2 2 9 " F L A T W A S H E R S A N D 7 " M I N I M U M E M B E D M E N T R E Q U I R E D A T E A C H S I L L P L A T E - S E E S H E A R W A L L S C H E D U L E F O R S I Z E A N D S P A C I N G 2 X 6 P T S I L L P L A T E @ 2 X 6 W A L L S E E D E T A I L Z A F O R F L O O R D E T A I L I N G S E E F L O O R F R A M I N G P L A N F O R S I Z E A N D S P A C I N G 2 X 6 D O U B L E T O P P L A T E W I T H S T A G G E R E D 2 X 4 S T U D S - S E E T A B L E F O R S T U D G R A D E A N D S P A C I N G A T E A C H L E V E L 1 6 " C O R R I D O R W A L L - S T A G G E R E D S T U D S N O S C A L E Z G ( E L E V A T I O N V I E W ) ( T O P V I E W ) W A L L S T U D S - S T A G G E R E D W A L L F R A M I N G L E V E L U N I T S I D E C O R R I D O R S I D E R O O F 2 X 4 D F # 2 @ 1 6 " 2 X 4 D F # 2 @ 1 6 " 3 2 X 4 D F # 2 @ 1 6 " 2 X 4 D F # 2 @ 1 6 " 2 2 X 4 D F # 2 @ 1 6 " ( 2 ) 2 X 4 D F # 2 @ 1 6 " 1 2 X 4 D F # 2 @ 1 6 " ( 2 ) 2 X 4 D F # 2 @ 1 6 " U N I T S I D E C O R R I D O R S I D E BEARING WALL - TJI TO 2X JOISTSNO SCALEZD RIM BOARD FIREPROTECTION PERARCHITECTCEILING FIRE PROTECTIONPER ARCHITECT WHERE TJI JOISTS AREPARALLEL TO WALL,PROVIDE FULL-HEIGHTBLOCKING IN FIRST BAY@ 48" O.C.SHEAR WALL SHEATHING(WHERE OCCURS)1-1/4" TIMBERSTRAND LSLOR 1-1/8" TJ RIM BOARDCENTERED ON TOP PLATE HANG 2X JOISTS FROM RIMBOARD WITH FACE-MOUNTHANGERS. NOTCH RIMBOARD FIRE PROTECTIONTO FIT SNUG AROUNDHANGER.2X JOIST(SEE STRUCTURAL)CEILING FIRE PROTECTIONAT LEVEL OF TOP PLATEPER ARCHITECT (2) 8d NALS EACH JOIST A35 @ 24" O.C.10d @ 4" O.C.BEARING WALL(SEE STRUCTURAL) F L O O R J O I S T / T R U S S - F O U N D A T I O N W A L L ( P E R P E N D I C U L A R A N D S U S P E N D E D ) N O S C A L E Z H W I T H O U T B R I C K / S T O N E S H E A T H I N G ( S E E S H E A R W A L L S C H E D U L E ) A N C H O R B O L T ( S E E S H E A R W A L L S C H E D U L E F O R S I Z E A N D S P A C I N G ) W I T H A 3 X 3 X 0 . 2 2 9 " F L A T W A S H E R A N D 7 " M I N I M U M E M B E D M E N T . 2 X S T U D W A L L S O L E P L A T E N A I L I N G ( S E E S H E A R W A L L S C H E D U L E ) ( 2 ) 2 X T R E A T E D S I L L P L A T E C O N C R E T E N A I L S @ 1 6 " O . C . F L O O R J O I S T / T R U S S ( S E E S T R U C T U R A L ) T O P F L A N G E H A N G E R M O I S T U R E B A R R I E R D A M P R O O F W H E R E R E Q U I R E D ( S E E A R C H I T E C T U R A L ) F O U N D A T I O N W A L L ( S E E S T R U C T U R A L ) 0'-0 3/8" 6 " M I N . F L O O R S H E A T H I N G ( S E E S T R U C T U R A L ) DETAIL SHEETS AND NOTESWOOD WALL - CANOPYNO SCALEZE 6X10X1/4" STEEL PLATECANOPY BEAM(SEE STRUCTURAL) 6 X 6 P O S T A T E A C H A N C H O R R O D L O C A T I O N 5/8" DIA. SOLIDROD WITHTHREADED ENDS E703/16"3/16"E703/16"3/16"1/4"x2"x2" STEELPLATE ( 4 ) 1 / 2 " x 6 " L A G S C R E W S 1-1/2"TYP. S I M P S O N A 3 4 C L I P E A C H S I D E O F P O S T , T O P A N D B O T T O M (C-SHAPEBEAMS)3/162-4HSS10X2X3/8 LEDGER WITH (2) RO W S SDS25600 SCREWS INTO EACH W A L L STUD. ATTACH EACH STUD TO S O L E PLATE WITH (1) A34 C L I P . 2" MIN. HSS ROOF BEAM(SEE STRUCTURAL)(HSS BEA M S ) 1/8"B-DECKING(SEE DETAIL ZI)B-DECK STEEL CONNECTIONSNO SCALEZI SEE DETAIL ZE FOR LEDGER ANDFASTENERS 1.5" 22-GAUGE (MIN.) B-DECK WITH (1)#10 SCREW EVERY-OTHER FLUTE TOHSS AND CANOPY BEAMS L2X2X3/16 LEDGER AROUND EXTERIOROF DECK- CONNECT B-DECK TOLEDGER WITH #10 SCREWS @ 18" O.C.(NON-BEARING SIDE) OR #10 SCREWSEVERY-OTHER FLUTE (BEARING SIDE)E701/8"1/8"2-6 2-6 HARRIS ARCHITECTURE PALISADES APARTMENTS (REXBURG) 2 3 M A R 2 0 2 3 3 1 1 0 3 2 3 O R I G I N A L P R O J E C T # D A T E : I S S U E S / R E V I S I O N S - - - - - - - - - - - - - - - - - - E N G I N E E R S T A M P 8 0 1 . 2 2 4 . 0 0 5 0 8 0 1 . 2 2 9 . 9 0 2 0 i n f o @ a c u t e e n g i n e e r i n g . c o m P h o n e F a x T H E S E S T R U C T U R A L D R A W I N G S A R E B A S E D O N A R C H I T E C T U R A L D R A W I N G S . S E E C U R R E N T I S S U E O R R E V I S I O N D A T E . D I M E N S I O N S A N D E L E V A T I O N S A R E S U P P L I E D B Y T H E A R C H I T E C T . T H E Y M A Y B E P R O V I D E D O N T H E S T R U C T U R A L P L A N S A N D D E T A I L S F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . V E R I F Y D I M E N S I O N S A N D E L E V A T I O N S W I T H A R C H I T E C T U R A L D R A W I N G S . STRUCTURAL DETAILS S D 2 P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F I D A H O C H R I S T O P H E R H I R O S H I YEATES 2 0 7 7 2 0 4 / 2 8 / 2 0 2 3 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 M1.0 LEVEL 0 MECHANICAL FLOOR PLAN LEVEL 0 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EH UNIT 001 UNIT 002 UNIT 003 UNIT 004 UNIT 005 UNIT 006 UNIT 007 HALL 001 MECH. 007 STOR. 006 UNIT 008 UNIT 009 UNIT 010 UNIT 011 UNIT 012 UNIT 013 UNIT 014 UNIT 015 JAN. 008 HALL 004 HALL 003 HALL 003 ELECTRONIC THERMOSTAT EQUIPMENT SYMBOLFC 1 T INSULATED FLEXIBLE DUCT RECTANGULAR SUPPLY AND RETURN AIR DUCT TAKE-OFF TURNING VANES DUCT TRANSITION MECHANICAL LEGEND DESCRIPTIONSYMBOL CEILING SUPPLY REGISTER EXHAUST FAN CEILING MOUNTED ELECTRIC WALL HEATER FURNACE WITH EXT. GRILLES SELF CONTAINED GAS FIRED FURNACE WITH DX COOLING COIL SELF CONTAINED GAS FIRED SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.0 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: 2 EH 2 EH 1 F TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 M1.1 LEVEL 1 MECHANICAL FLOOR PLAN LEVEL 1 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 2 F 2 F 2 F 2 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EH UNIT 101 UNIT 102 UNIT 103 UNIT 104 UNIT 105 UNIT 106 UNIT 107 ENTRY 101 FIRE RISER 106 UNIT 108 UNIT 109 UNIT 110 UNIT 111 UNIT 112 UNIT 113 UNIT 114 UNIT 115 JAN. 108 ENTRY 104 HALL 103 HALL 103 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 3 F SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.0 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: 2 EH 2 EH MECH. 107 WS-1 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 M1.2 LEVEL 2 MECHANICAL FLOOR PLAN LEVEL 2 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 2 F 2 F 2 F 2 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF UNIT 201 UNIT 202 UNIT 203 UNIT 204 UNIT 205 UNIT 206 UNIT 207 HALL 201 UNIT 208 UNIT 209 UNIT 210 UNIT 211 UNIT 212 UNIT 213 UNIT 214 UNIT 215 JAN. 208 HALL 204 HALL 103 HALL 103 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 3 F SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.0 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: MECH. 207 WH-1 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 M1.3 LEVEL 3 MECHANICAL FLOOR PLAN LEVEL 3 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 2 F 2 F 2 F 2 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF UNIT 301 UNIT 302 UNIT 303 UNIT 304 UNIT 305 UNIT 306 UNIT 307 HALL 301 MECH. 307 UNIT 308 UNIT 309 UNIT 310 UNIT 311 UNIT 312 UNIT 313 UNIT 314 UNIT 315 JAN. 308 HALL 304 HALL 303 HALL 303 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 3 F SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.0 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: 2 EH 2 EH WH-1 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 M2.0 LARGE SCALE TYP. APT. MECHANICAL PLANS MECHANICAL FLOOR PLAN SCALE: 1/4" = 1'-0" LARGE SCALE APT. TYPE 1 (TYPE 3 APT. SIMILAR) MECHANICAL FLOOR PLAN SCALE: 1/4" = 1'-0" LARGE SCALE APT. TYPE 2 MECHANICAL FLOOR PLAN LARGE SCALE APT. TYPE 4 (TYPE 5 APT. SIMILAR)SCALE: 1/4" = 1'-0" 1 EF 4" Ø E A D U C T I N D R O P S O F F I T 2 F TYP. WALL CAP PLAN NOTES: MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5 CONDUCTOR THERMOSTAT WIRE TO FURNACE. PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX TO BE COMPLETE WITH 4"Ø DUCT UP IN WALL THRU JOISTS TO WALL CAP. REFER TO DETAIL ON SHEET M2.2 FOR TYPICAL DRYER BOX INSTALLATION. OFFSET BOX AS REQUIRED IN COMMON WALL FOR BACK TO BACK APT. CONDITION. LEAVE RETURN AIR DUCT OPEN TO FURNACE CLOSET TO PROVIDE RETURN AIR FROM RETURN AIR GRILLE LOCATED IN CEILING FURR-DOWN PLENUM. INSTALL SELF-CONTAINED HVAC UNIT AS SPECIFIED IN FURNACE ROOM. MAINTAIN AS MUCH CLEARANCE IN FRONT OF UNIT AS POSSIBLE. REFER TO PLUMBING DRAWINGS FOR CONNECTION TO GAS PIPING & CONDENSATE DRAIN PIPED TO FLOOR DRAIN. PROVIDE EXTENSION ON COMBUSTION DISCHARGE AS REQUIRED TO MOUNT AT UPPER PORTION OF LOUVER. MOUNT FURNACE ON PLATFORM AS PER MFG. RECOMMENDATIONS. ARCHITECTURAL LOUVER FURNISHED WITH SELF-CONTAINED HVAC UNITS. PROVIDE SLEEVE THRU WALL AS REQUIRED FOR GRILLES. COORDINATE GRILLE LOCATION WITH UNIT AND PIPING. SEAL ALL AROUND GRILLES. EXTEND COMBUSTION DISCHARGE TO UPPER SECTION OF GRILLE. MOUNT UPPER GRILLE SECTION WITH BLADE POINTING UPWARD AND LOWER GRILLE SECTION WITH BLADES POINTING DOWNWARD AS RECOMMENDED BY MANUFACTURER. RUN (2) 2"Ø FURNACE FLUES UP IN MECHANICAL ROOM THRU FLOOR ASSEMBLY ABOVE AND RISE UP TO BAY VENT WALL TERMINATION ASSEMBLY AT 36" A.F.F. OF LEVEL 1. SEE DETAIL ON SHEET M3.0 RISE 4"Ø EXHAUST DUCT UP THRU FLOOR ASSEMBLY ABOVE TO HORIZONTAL WALL CAP ON SIDE WALL AT 36" A.F.F. OF LEVEL 1. RISE 4"Ø DRYER VENT UP IN STUD SPACE OF EXTERIOR WALL ABOVE RIM JOIST TO HORIZONTAL WALL CAP AT 36" A.F.F. OF LEVEL 1 ABOVE. INSTALL RETURN AIR GRILLE IN BOTTOM OF DROP SOFFIT TO ALLOW RETURN AIR TO FLOW BACK TO MECHANICAL ROOM PLENUM. INSTALL 14x8 SHEET METAL SLEEVE THRU WALL FROM MECHANICAL ROOM TO DROP SOFFIT FOR RETURN AIR TRANSFER BACK TO FURNACE. INSTALL GAS FURNACE IN BASEMENT LEVEL ON 12" HIGH ANGLE IRON STAND TO ALLOW RETURN AIR BACK TO BOTTOM OF FURNACE. INSTALL FILTER RACK ON BOTTOM OF FURNACE RETURN AIR OPENING. CONFIRM WITH MFGR. FOR SIZE OF FILTER AND FILTER RACK REQUIRED. 1 2 3 4 5 T 1 TYP. WALL CAP 4 5 4"Ø DRYER VENT S-1 155 S-1 200 S-1 200 12 x 1 0 S A I N D R O P S O F F I T 8x 8 S A I N D R O P S O F F I T 6" Ø S A I N D R O P C L G . D-1 45 DROP SOFFIT BEDROOM FAMILY ROOM DINING AREA KITCHEN BATH 1 EF 4" Ø E A D U C T I N D R O P S O F F I T 2 F TYP. WALL CAP T 1 4 5 S-1 155 S-1 200 12 x 1 0 S A I N D R O P S O F F I T 8x 8 S A I N D R O P S O F F I T 6" Ø S A I N D R O P C L G . D-1 45 DROP SOFFIT BEDROOM FAMILY ROOM DINING AREA KITCHEN BATH 1 EF 4" Ø E A D U C T I N D R O P S O F F I T 1 F T 1 2 S-1 200 12 x 1 0 S A I N D R O P S O F F I T 8x 8 S A I N D R O P S O F F I T 6" Ø S A I N D R O P C L G . D-1 45 DROP SOFFIT BEDROOM FAMILY ROOM DINING AREA KITCHEN BATH 6 6 7 7 8 8 MECHANICAL FLOOR PLAN LARGE SCALE APT. 105, 205 & 305 SCALE: 1/4" = 1'-0" 1 EF 4" Ø E A D U C T I N D R O P S O F F I T 3 F TYP. WALL CAP T 1 TYP. WALL CAP 4 5 S-1 155 S-1 200 S-1 200 12 x 1 0 S A I N D R O P S O F F I T 8x 8 S A I N D R O P S O F F I T 6" Ø S A I N D R O P C L G . D-1 45 DROP SOFFIT BEDROOM FAMILY ROOM DINING AREA KITCHEN BATH S-1 200 S-1 155 S-1 200 POSITION OF WALL CAP ABOVE POSITION OF BAYVENT ABOVE33 3 9 10 10 10 1010 R-2 9R-29 R-29 R-29 R-1 9 R-19 R-1 9 R-1 9 4"Ø DRYER VENT 4"Ø DRYER VENT (36" A.F.F ON LEVEL 1) TYP. WALL CAP (36" A.F.F ON LEVEL 1) POSITION OF WALL CAP ABOVE 4"Ø DRYER VENT FOR ADJACENT APT. 11 1211 12 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 M3.0 MECHANICAL SCHEDULES & DETAILS UPFLOW 18,000 NANA55°FNAT 3/4" MAGIC PAK MODEL 36MGE4-11-181NP1 WITH ARCHITECTURAL LOUVER TO MATCH UNIT.23,61628,80036,00010.7 65°F208/60/1 105°F.50"600 75°F .25"55°FM-HIGH 3/4"NA NA SYM.TYPE REMARKS FURNACE AND DX COOLING COIL SCHEDULE CHAR.MCASPE NATURAL GAS INPUT OUTPUT L.A.T.E.A.T.GAS TYPE LIQUID SUCTION C.D.NAT GAS INTAKE EXHAUST PIPING SIZESDX COOLING COIL B.T.U.E.A.T.L.A.T.C.F.M.MAX. P.D.SPEED @ ELEV. 1 F MOCP 15.02 F 3 F LENNOX EL195UH045P24B WITH HORIZONTAL BAYVENT TERMINAL ASSEMBLY.UPFLOW NA 2"Ø2"ØNAT3/4"34,44042,00044,000 1/3 65°F120/60/1 105°F.50"600 NA NANAM-HIGH 3/4"NAH.P.NA NA ELECTRIC HEATER SCHEDULE EH 1 SYM.TYPE SEMI-RECESSED WALL MTD 6,824 BTU 2.0 KW 208/60/1 CHAR CONTROL INTEGRAL REMARKS QMARK MODEL AWH-4408 WITH AWH-S-1 SEMI-RECESSED MOUNT FRAME EH 2 SEMI-RECESSED WALL MTD 2,559 0.75 120/60/1 INTEGRAL QMARK MODEL GFR1500T2 RECESSED HEATER. S.P.E. 1 EF SYM.TYPE C.F.M. EXHAUST FAN SCHEDULE CONTROLCHAR.WATTS R.P.M.REMARKS CEILING MOUNTED 50 190.375 120/60/1 760 24 HR.PANASONIC FV-0511VF1, 4"Ø DUCT & BACKDRAFT DAMPER, CEILING MOUNTED EXHAUST GRILLE & WALL CAP.CONTINUOUS UPFLOW 18,000 NANA55°FNAT 3/4" FIRST COMPANY MODEL ECG182N8A40BR00F WITH ARCHITECTURAL LOUVER TO MATCH UNIT.26,56832,40040,000 65°F208/60/1 105°F.50"600 75°F .25"55°FM-HIGH 3/4"NA NA25.017.0 WALL CAP CEILING GRILLE CEILING EXHAUST FAN (SEE PLAN FOR SIZE) EXHAUST DUCT DAMPER BACK-DRAFT CABINET INSULATED FAN ASSEMBLY NO SCALE CEILING MOUNTED EXHAUST FAN DETAIL NO SCALE (APPLIES TO FURNACE F-1 ONLY) FURNACE VENT TERMINATION DETAIL VENT PLATECOMBUSTION AIR VENT FURNACE FLUE 12" MINIMUM TO OVERHANG MAINTAIN 12" MINIMUM CLEARANCE ABOVE HIGHEST ANTICIPATED SNOW LEVEL OR GRADE WHICHEVER IS GREATER SECURE TO WALL WITH 2" SCREWS VENT PLATE CONNECT FURNACE VENTS TO WALL SLEEVES. UTILIZE REDUCING COUPLER IF REQ'D. SEAL ALL WALL CAVITIES WATER TIGHT BUILDING WALL NO SCALE (FOR APTS. LOCATED IN BASEMENT ONLY) DRYER VENT DETAIL A FLOOR CEILING 4" HOSE CLAMP DRYER 4" FLEXIBLE DRYER VENT HOSE DRYER VENT HOSE A PLAN VIEW 4" FLEXIBLE DUCT UP IN WALL 4" HOSE CLAMP 4"Ø RISE 4"Ø DUCT UP IN WALL NOTE: 1- 2- NO PROJECTIONS SUCH AS SCREWS OF SHEET METAL CORNERS IN DUCTWORK OR AT ELBOWS ARE ALLOWED. MAXIMUM DUCT LENGTH IS 25'-0" INCLUDING 5'-0" REDUCTION FOR EACH 90 DEGREE ELBOW. PROVIDE 4"Ø HOSE CONNECTION AT 4" AFF. EXTEND THRU WALL 2" MINIMUM FOR DRYER CONNECITON. PROVIDE MODEL DB425 "DRYERBOX" IN WALL WITH 4"Ø DUCT THRU ROOF. CONNECT 4"Ø FLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP OUTSIDE WALL BACK-DRAFT DAMPER WALL EXHAUST CAP SEAL AROUND DRYER VENT WITH WATER-PROOF CAULKING ON BOTH SIDES OF WALL. EQUIVALENT LENGTH TAG FOR DRYER VENT LOCATED WITH 6'-0" OF DRYER BOX THROWSYM.SIZE GRILLE AND REGISTER SCHEDULE CONSTR.CFM FINISH F.D.O.B.REMARKS S-1 D-1 R-1 12 x 8 100-200 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL AS HIGH AS POSSIBLE. PROVIDE TRANSITION BOOT.2 WAY 10 x 8 100-200 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN CEILING AS SHOWN ON PLANS. 6 x 6 40-75 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING AS SHOWN ON PLANS. PROVIDE TRANSITION BOOT.2 WAY R-2 16 x 16 400-500 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN CEILING AS SHOWN ON PLANS. TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P0.1 LEVEL 0 MECHANICAL FLOOR PLAN FOUNDATION LEVEL PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 1 4" WASTE STACK UP IN WALL FROM BELOW SLAB TO SERVE APT. LEVELS ABOVE. 3" WASTE STACK UP IN WALL FROM BELOW SLAB TO SERVE APT. LEVELS ABOVE. SEE CIVIL SITE PLAN FOR CONTINUATION OF 8" SANITARY SEWER MAIN. RUN 4" OR LARGER MAIN WASTE PIPING AT 1/8" PER FT. SLOPE. KS-1 L-1 WC-1 T-1 WB-1 FD-1 2 1 BALL TYPE ISOLATION VALVE PIPE RISE PIPE DROP SYMBOL CO WCO COTG VTR V VENT VENT THRU ROOF CLEANOUT WALL CLEANOUT CLEANOUT TO GRADE DESCRIPTION PLUMBING LEGEND SOIL OR WASTE PIPING VENT LINE PIPING GAS PIPINGG DOMESTIC HOT WATER PIPING DOMESTIC COLD WATER PIPING HOT WATER RECIRC. PIPING FD-1 FIRE SPRINKLER LINEF 1 FD-2 2 4" WASTE UP JS-1 STACK UP TO 2" WASTE 2" V. 2" V. 2" V. FD-1 2"3" 4" 2" WB-1 FD-1 2" V. 4" 4" 2" V. 4" WCO 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 4" 2" V. 4" 4"2" 3" 3" 3" 2" 2" V. KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. FD-1 2"3" 4" 2" WB-1 FD-1 2" V. 4" 4" 2" V. 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 4" 2" V. 4" 4"2" 3" 3" KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. FD-1 2"3" 4" 2" WB-1 FD-1 2" V. 4" 4" 2" V. 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 4" 2" V. 4" 4"2" 3" 3" KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. FD-1 2"3" 4" 2" WB-1 FD-1 2" V. 4" 4" 2" V. 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 4" 2" V. 4" 4"2" 3" 3" KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. FD-1 2"3" 4" 2" WB-1 FD-1 2" V. 4" 4" 2" V. 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 4" 2" V. 4" 4"2" 3" 3" KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. FD-1 2"3" 4" WB-1 FD-1 2" V. 4" 4" 2" V. 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 2" V. 2" 3" 3" KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. 2"3" 3" 3" 4" 2" V. 4" 4"2" 3" 3" KS-1 L-1 WC-1 T-1 WB-1 FD-1 1 FD-1 2 2" V. 2" V. 2" V. FD-1 2"3" 4" 2" WB-1 FD-1 2" V. 4" 4" 2" V. 4" 4"2" 3" KS-1 L-1 WC-1 T-1 12" V. 4" 2" V. 4" 4"2" 3" 3" 4" 2" V. 8" COTG INV. ELEV. 4" TO FD-2 JS-1(3) 4847.91 3" 2" 3 4 4444 4 4 4 4 444444446"6"6"4"6"6"6"6"6"6"6"6"4" 8" 8" 8" 8" 8" 8" 3 2" TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P1.0 LEVEL 0 MECHANICAL FLOOR PLAN LEVEL 0 PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 1 4" WASTE STACK UP IN WALL FROM BELOW SLAB TO SERVE APT. LEVELS ABOVE. 3" VENT STACK UP IN WALL TO SERVE ALL LEVELS OF APTS. DROP 3/4" GAS LINE DOWN THRU CEILING OF MECH. ROOM AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE, DIRT LEG AND FLEXIBLE CONNECTION. SEE DETAIL ON SHEET P3.0. RISE 3/4" GAS LINE UP THRU FLOOR OF MECH. ROOM ABOVE TO SERVE GAS FURNACE ON LEVEL 1 ABOVE. SEE SHEET P1.1 FOR CONTINUATION OF PIPING ABOVE. 3/4" CW & 3/4" HW UP IN WALL. SEE SHEET P1.1 FOR CONTINUATION OF PIPING ABOVE. INSTALL 3/4" BALL TYPE SHUT-OF VALVES ON CW & HW LINES SERVING APT. ON THIS LEVEL. VALVES TO BE LOCATED IN LINES ABOVE CORRIDOR LAY-IN CEILING. SEE CIVIL SITE PLAN FOR CONTINUATION OF 3" DOMESTIC CW MAIN. RISE 3" DOMESTIC CW LINE UP THRU FLOOR TO WATER PRESSURE REDUCING VALVE ASSEMBLY ON LEVEL 1 ABOVE. SEE SHEET P1.1 FOR CONTINUATION. SEE CIVIL SITE PLAN FOR CONTINUATION OF 4" FIRE LINE. VERIFY LINE SIZE WITH FIRE SPRINKLER CONTRACTOR. RISE 4" FIRE LINE UP THRU FLOOR TO FIRE RISER VALVE ASSEMBLY ON LEVEL 1 ABOVE. SEE SHEET P1.1 FOR CONTINUATION. 3" WASTE STACK UP IN WALL FROM BELOW SLAB TO SERVE APT. LEVELS ABOVE. TEE OFF OF 3/4" HW & CW PIPING IN WALL AND RISE 1/2" HW & CW PIPING UP TO SERVE JAN SINK ON LEVEL ABOVE AND DROP WITH 1/2" HW & CW PIPING UP TO SERVE JAN SINK ON THIS LEVEL . RISE (2) 4"Ø FLUES SERVING WATER HEATER WH-1 ON THIS LEVEL UP IN WALL TO VERTICAL VENT TERMINATION ASSEMBLY ON ROOF. DROP 3/4" (2 PSI) GAS LINE DOWN THRU CEILING OF MECH. ROOM AND CONNECT TO WATER HEATER. INSTALL 2 PSI TO 0.5 PSI REGULATOR SIZED FOR ACTUAL BTU LOAD OF WATER HEATER SUPPLIED. VENT REGULATOR TO THE EXTERIOR. INSTALL FLEXIBLE CONNECTION, SHUT-OFF VALVE AND DIRT LEG. SEE DETAIL ON SHEET P3.0 RISE 2" SOFT CW UP THRU FLOOR TO WATER SOFTENER LOCATED ON LEVEL 1 ABOVE. SEE SHEET P1.1 FOR CONTINUATION. 2" HW BYPASS LINE UP IN WALL TO TIE INTO HW SYSTEM ON LEVEL 2 ABOVE. SEE WATER HEATER PIPING DIAGRAM ON SHEET P3.0. 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F 1 F UNIT 001 UNIT 002 UNIT 003 UNIT 004 UNIT 005 UNIT 006 UNIT 007 HALL 001 UNIT 008 UNIT 009 UNIT 010 UNIT 011 UNIT 012 UNIT 013 UNIT 014 UNIT 015 JAN. 008 HALL 004 SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.0 FOR PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: 1 F DW-1 KS-1 L-1 WC-1 T-1 WB-1 FD-1 2 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 WB-1 FD-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13R CODE REQUIREMENTS. NOTE: G G G G G G G G G G G GGGGGGGG G G G G GGGGG GGGGGGGGGGGGGGG G GGGG G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGG GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGG G G G GGGGG G G G G G FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 1 F WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 FD-1 WB-1WB-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 (2) 3/4" (12) 3/4"(8) 3/4"(6) 3/4"(2) 3/4" (2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4" (4) 3/4" (2) 3/4"(2) 3/4" (2) 3/4" (2) 3/4" (2) 3/4" (2) 3/4" (4) 3/4" (2) 3/4" (6) 3/4" (8) 3/4" (8) 3/4" (12) 3/4" UP TO GAS METER TREE (6) 3/4" UP TO GAS METER TREE (12) 3/4" UP TO GAS METER TREE 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 4 5 6 5 6 1"1" 5 6 1" 5 6 5 6 5 6 5 1"1" 1" 5 1"6 5 1"6 5 6 5 6 1" 5 6 5 6 1"1" 5 6 5 6 1" 5 1"6 F 3" 4" 7 8 9 10 10 9 8 7 WH-1 2" 2" 1 FD-2 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 FD-2 (ABOVE) 2" V. 4" DN. 2"JS-1 3/4" 11 12 12 STACK UP 2" WASTE 3/4" RP-1 13 13 3/4" 14 14 THIS SHEET ONLY A B C D E 1" MARK HOT HWRCCOLD PIPING SIZES HOT 1-1/4" 1-1/2" 1-1/2" 2" F G H I J 2" 2" 2-1/2" 2-1/2" 2-1/2" 3/4" 3/4" 3/4" --- --- --- --- --- --- --- 1-1/2" --- --- --- 2" 2" 2" 2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/4" 1-1/4" 1" A B C D E F G H I J 2-1/2 CW UP 15 15 16 16 3/4" (2 PSI) GAS UP2-1/2" 2-1/2" UP TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P1.1 LEVEL 1 PLUMBING FLOOR PLAN LEVEL 1 PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 2 F 2 F 2 F 2 F UNIT 101 UNIT 102 UNIT 103 UNIT 104 UNIT 105 UNIT 106 UNIT 107 ENTRY 101 FIRE RISER 106 UNIT 108 UNIT 109 UNIT 110 UNIT 111 UNIT 112 UNIT 113 UNIT 114 UNIT 115 JAN. 108 ENTRY 104 HALL 103 HALL 103 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 3 F MECH. 107 WS-1 1 4" WASTE STACK UP IN WALL FROM BELOW TO SERVE APT. LEVELS ABOVE. 3" VENT STACK UP IN WALL TO SERVE ALL LEVELS OF APTS. 12 METER GAS TREE BY LOCAL GAS COMPANY WITH (12) GAS METERS SIZED FOR 44,000 BTU MIN. CAPACITY AT 0.5 PSI DELIVERY PRESSURE. RISE GAS LINE UP THRU FLOOR FROM BELOW AND CONNECT 3/4" (0.5 PSI) GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF VALVE, DIRT LEG AND FLEXIBLE CONNECTION. SEE DETAIL ON SHEET P3.0 3/4" CW & 3/4" HW DOWN IN WALL. SEE SHEET P1.0 FOR CONTINUATION OF PIPING BELOW. INSTALL 3/4" BALL TYPE SHUT-OF VALVES ON CW & HW LINES SERVING APT. ON THIS LEVEL. VALVES TO BE LOCATED IN LINES ABOVE CORRIDOR LAY-IN CEILING. 2-1/2" DOMESTIC CW PRESSURE REDUCING VALVE ASSEMBLY. SEE DETAIL ON SHEET P3.0. 6" FIRE SPRINKLER RISER. SEE DETAIL ON SHEET P3.0. 3" WASTE STACK UP IN WALL FROM BELOW TO SERVE APT. LEVELS ABOVE. RISE (2) 4"Ø FLUES SERVING WATER HEATER WH-1 ON LEVEL 0 BELOW UP IN WALL TO VERTICAL VENT TERMINATION ASSEMBLY ON ROOF. GAS METER BY LOCAL GAS COMPANY SIZED FOR 500,000 BTU AT 2 PSI DELIVERY PRESSURE TO SERVE (2) GAS FIRED WATER HEATERS. RISE 3/4" (2 PSI) GAS LINE UP IN WALL. SEE SHEET P1.2 FOR CONTINUATION OF GAS PIPING. RISE 2" CW MAIN UP IN WALL TO SERVE LEVELS ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. DROP 2-1/2" CW MAIN UP DOWN IN WALL TO SERVE LEVEL BELOW. SEE SHEET P1.0 FOR CONTINUATION OF PIPING. TEE OFF OF 2-1/2" SOFT COLD WATER LINE WITH (1) 2" SOFT CW LINE SERVING LEVEL 2 WATER HEATER ABOVE AND DROP (1) 2" SOFT CW LINE DOWN TO SERVE WATER HEATER ON LEVEL 0 BELOW. SEE WATER SOFTENER DETAIL ON SHEET P3.0. 2" HW BYPASS LINE FROM WATER HEATER SYSTEM LOCATED ON LEVEL 2 ABOVE DOWN TO LEVEL 0 BELOW. SEE WATER HEATER PIPING DIAGRAM ON SHEET P3.0. 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-2 L-2WC-2 SH-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-2 L-2 WC-2 SH-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 FA V SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.0 FOR PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13R CODE REQUIREMENTS. NOTE: 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 PR V WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 (12) 3/4" GAS UP (6) 3/4" GAS UP (6) 3/4" GAS DN. (12) 3/4" GAS DN. (12) 3/4" GAS DN. (12) 3/4" GAS UP 5 6 5 6 5 6 6 5 6 5 6 5 6 5 6 5 6 5 6 5 5 5 6 6 5 5 6 6 5 5 66 7 7 8 82" 2"FD-2 FD-2 2" 2"1 2 9 9 2 9 2 9 2 9 2 9292929 2" JS-1 1/2" CW & HW DN. STACK UP 2" WASTE 10 10 11 11 12 12 3/4" 13 13 2" 14 14 2-1/2" SOFT CW LINE 15 15 2" V. 16 16 2-1/2" CW DOWN 3/4" (2 PSI) GAS UP FROM BELOW TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P1.2 LEVEL 2 PLUMBING FLOOR PLAN LEVEL 2 PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 2 F 2 F 2 F 2 F UNIT 201 UNIT 202 UNIT 203 UNIT 204 UNIT 205 UNIT 206 UNIT 207 HALL 201 UNIT 208 UNIT 209 UNIT 210 UNIT 211 UNIT 212 UNIT 213 UNIT 214 UNIT 215 JAN. 208 HALL 204 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 3 F MECH. 207 1 4" WASTE STACK UP IN WALL FROM BELOW TO SERVE APT. LEVELS ABOVE. 3" VENT STACK UP IN WALL TO SERVE ALL LEVELS OF APTS. DROP 3/4" GAS LINE DOWN THRU CEILING OF MECH. ROOM AND CONNECT TO FURNACE COMPLETE WITH SHUT-OFF VALVE, DIRT LEG AND FLEXIBLE CONNECTION. SEE DETAIL ON SHEET P3.0. RISE 3/4" GAS LINE UP THRU FLOOR OF MECH. ROOM ABOVE TO SERVE GAS FURNACE ON LEVEL 3 ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF PIPING ABOVE. INSTALL 3/4" BALL TYPE SHUT-OF VALVES ON CW & HW LINES SERVING APT. ON THIS LEVEL. VALVES TO BE LOCATED IN LINES ABOVE CORRIDOR LAY-IN CEILING. INSTALL 3/4" BALL TYPE SHUT-OF VALVES ON CW & HW LINES SERVING APT. ON LEVEL 3 ABOVE. VALVES TO BE LOCATED IN LINES ABOVE CORRIDOR LAY-IN CEILING. ALL WATER PIPING SERVING LEVEL 3 APTS. TO BE RUN ABOVE CEILING OF LEVEL 2. 3" WASTE STACK UP IN WALL FROM BELOW TO SERVE APT. LEVELS ABOVE. RISE (4) 4"Ø FLUES SERVING WATER HEATERS WH-1 ON LEVEL 0 AND THIS LEVEL UP IN WALL TO VERTICAL VENT TERMINATION ASSEMBLY ON ROOF. DROP 3/4" (2 PSI) GAS LINE DOWN THRU CEILING OF MECH. ROOM AND CONNECT TO WATER HEATER. INSTALL 2 PSI TO 0.5 PSI REGULATOR SIZED FOR ACTUAL BTU LOAD OF WATER HEATER SUPPLIED. VENT REGULATOR TO THE EXTERIOR. INSTALL FLEXIBLE CONNECTION, SHUT-OFF VALVE AND DIRT LEG. SEE DETAIL ON SHEET P3.0 2" SOFT CW MAIN UP FROM BELOW TO SERVE WATER HEATER ON THIS LEVEL. SEE SHEET P1.1 FOR CONTINUATION OF PIPING BELOW. 2" HW BYPASS LINE DOWN IN WALL TO TIE INTO HW SYSTEM ON LEVEL 0 BELOW. SEE WATER HEATER PIPING DIAGRAM ON SHEET P3.0. DROP 3/4" (2 PSI) GAS LINE DOWN IN WALL TO SERVE WATER HEATER LOCATED IN MECH ROOM ON LEVEL 0. SEE SHEET P1.0 FOR CONTINUATION OF PIPING BELOW. 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-2 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 FD-1 1 2 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 2 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 2 L-1 WC-1 T-1 T-1 WC-1L-1 SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.0 FOR PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13R CODE REQUIREMENTS. NOTE: G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G G G G GGGG G GGG GGGG GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G FD-1 FD-1FD-1 FD-1FD-1 FD-1 GG G GGG GG G G G G G GGGG G G G G G G G WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 FD-1 WB-1WB-1 (2) 3/4" (2) 3/4" (2) 3/4"(2) 3/4" (4) 3/4" (8) 3/4" (2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4"(2) 3/4" (10) 3/4" (6) 3/4" (12) 3/4" 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 34 3 4 34 3 4 34 3 4 34 (12) 3/4" DOWN TO GAS METER TREE (6) 3/4" DOWN TO GAS METER TREE (12) 3/4" DOWN TO GAS METER TREE (4) 3/4" 5 6 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 5 6 5 6 5 6 56 5 6 5 6 6 5 2" 2" 2 7 2 7 2 7 27 2 9272727 7 FD-2 2"JS-1 3/4" 12 STACK UP 2" WASTE 3/4" 8 8 RP-1 3/4" (2 PSI) 3/4" (2 PSI) DN. TO METER BELOW 2" CW DN. THIS SHEET ONLY A B C D E 1" MARK HOT HWRCCOLD PIPING SIZES HOT 1-1/4" 1-1/2" 1-1/2" 2" F G H I J 2" 2" 2" 2" 2" A B C D E F G H I J 2" 3/4" 3/4" 3/4" 3/4" --- --- --- --- --- --- --- 1-1/2" --- --- --- 9 9 2" 2" 2" 2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/4" 1-1/4" 1" 10 10 11 11 12 12 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P1.3 LEVEL 3 PLUMBING FLOOR PLAN LEVEL 3 PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" PLAN NOTES: 2 F 2 F 2 F 2 F UNIT 301 UNIT 302 UNIT 303 UNIT 304 UNIT 305 UNIT 306 UNIT 307 HALL 301 MECH. 307 UNIT 308 UNIT 309 UNIT 310 UNIT 311 UNIT 312 UNIT 313 UNIT 314 UNIT 315 JAN. 308 HALL 304 HALL 303 HALL 303 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 3 F 1 3" VENT STACK UP IN WALL FROM BELOW. RISE GAS LINE UP THRU FLOOR FROM BELOW AND CONNECT 3/4" (0.5 PSI) GAS LINE TO FURNACE COMPLETE WITH SHUT-OFF VALVE, DIRT LEG AND FLEXIBLE CONNECTION. SEE DETAIL ON SHEET P3.0 RISE (4) 4"Ø FLUES SERVING WATER HEATERS WH-1 ON LEVEL 0 AND LEVEL 2 BELOW, UP IN WALL TO VERTICAL VENT TERMINATION ASSEMBLY ON ROOF. DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 DW-1 KS-2 FD-1 1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 DW-1 KS-1 FD-1 1 DW-1 KS-1 L-1WC-1 T-1 FD-1 1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 1 L-1WC-1 T-1 T-1 WC-1L-1 4" VTR3"3"4" VTR3"3"4" VTR3"3"4" VTR3"3" 4" VTR 3"3"4" VTR 4"3"4" VTR 3"3" 3" ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13R CODE REQUIREMENTS. NOTE: SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.0 FOR PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 WB-1 FD-1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3" 3" 1 3" 3" 1 3" 3" 1 3" 3" 1 3" 3" 1 3" 3" 1 3" 1 3" 3" 2" JS-1 1/2" CW & HW DN. 3 3 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P2.0 LARGE SCALE TYP. APT. PLUMBING PLANS PLUMBING FLOOR PLAN SCALE: 1/4" = 1'-0" LARGE SCALE APT. TYPE 1 (TYPE 3 APT. SIMILAR) PLUMBING FLOOR PLAN SCALE: 1/4" = 1'-0" LARGE SCALE APT. TYPE 2 PLUMBING FLOOR PLAN LARGE SCALE APT. TYPE 4 (TYPE 5 APT. SIMILAR)SCALE: 1/4" = 1'-0" 2 F PLAN NOTES: 1 F PLUMBING FLOOR PLAN LARGE SCALE APT. 105, 205 & 305 SCALE: 1/4" = 1'-0" 3 F DW-1 KS-1 L-1 WC-1 T-1 WB-1 FD-1 FD-1 2"3"3" 1/2" 1/2" 2" 2" 2" 2" 2"2" V. 2" V. 1/2" 1/2" 3/4" 3/4" 1/2" 1/2"1/2" 1/2" 1/2" 1/2" 2" V. 1/2" 3" VENT STACK UP. SEE PLUMBING FLOOR PLANS FOR CONTINUATION OF PIPING. 4" WASTE STACK UP. SEE PLUMBING FLOOR PLANS FOR CONTINUATION OF PIPING. RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE TO FLOOR DRAIN AND TERMINATE WITH DOWNTURNED 90° ELBOW WITH AIR GAP. DROP 1/2" CW & HW PIPING DOWN IN WALL AND RUN PIPING UNDER FLOOR TO SERVE KITCHEN SINK. 3" WASTE STACK UP. SEE PLUMBING FLOOR PLANS FOR CONTINUATION OF PIPING. 1 2 3 4 5 1 2 3 4 4 2 F DW-1 KS-2 L-2 WC-2 SH-1 2" 2" 2"2" V. 2" V. 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 1 2 4 4 2" 2" 2" 1/2" 2" 2" V. 3"2" DW-1 KS-1 L-1 WC-1 T-1 2" 1/2" 1/2" 2" 2" 2"2" V. 2" V. 1/2" 1/2" 3/4" 3/4" 1/2" 1/2"1/2" 1/2" 1/2" 1 2 4 4 2" FD-1 DW-1 KS-1 L-1 WC-1 T-1 FD-1 2"3"3" 1/2" 1/2" 2" 2" 2" 2" 2"2" V. 2" V. 1/2" 1/2" 3/4" 3/4" 1/2" 1/2"1/2" 1/2" 1/2" 2" V. 1 2 3 4 4 2" 2" 2" 2" 2" 2" 2" V. 2" V. 1 5 WB-1 FD-1 FD-1 1/2" 3 2" 2" 2" 2" 2" 2" V. 2" V. 1 5 1/2" REFER TO SHEET FOUNDATION PLUMBING PLAN ON SHEET P0.1 FOR WASTE PIPING SERVING THIS APARTMENT TYPE. NOTE: WB-1 FD-1 1/2" 1/2" 2" 2"2" V. 1 52" 3 1/2" 1/2" 2" 2" 1 5 2" 2" FD-1 2" V.WB-1 TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T DRAWN BY 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS REXBURG, ID PALISADES APARTMENTS A NEW BUILDING FOR SR 05-04-2023 Engineered Systems Associates May 04, 2023 P3.0 PLUMBING SCHEDULES & DETAILS WASHER BOX PIPING DETAIL NO SCALE 42 " T O 2" WASTE LINE 2" VENT LINE UP 1/2" HOT WATER LINE 1/2" COLD WATER LINE STUD WALL AT 16" O.C. 2x4 WOOD HEADER ABOVE UTILITY BOX FINISHED FLOOR DROP 2" WASTE LINE DOWN BELOW FLOOR SHUT-OFF VALVES 2" P-TRAP FL O O R TAKEN NOT TO DEFORM OR OTHERWISE DAMAGE PIPING OR INSULATION. TAMPED, RODDED OR LIGHTLY COMPACTED DURING INSTALLATION. CARE SHOULD BE SAND FILL AROUND PIPING SHALL BE A MINIMUM OF 4" THICK. MATERIAL SHALL BE HAND MINIMUM PIPE SIZE UNDERFLOOR SHALL BE 3/4" PIPE INSULATION. TAPE INSULATION AT ALL SEAMS. WATER PIPE INSULATION ON UNDERFLOOR PIPING SHALL BE ARMAFLEX 3/4" THICK RUBBER ALL WATER PIPING INSTALLED UNDERFLOOR SHALL BE TYPE "K" COPPER OR PEX UNDER SLAB PIPE INSTALLATION DETAIL 3 NO SCALE 4 - SECTION 'A' NOTES: 2 - - 1 - COMPACTED EARTH CONCRETE 4" 4" 1" MIN. INSULATION SAND WATER PIPING A NO SCALE VERTICAL FIRE RISER DETAIL NOTE: WE T R I S E R 4" WATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON WHEN CROSSING UNDER BLDG FOUNDATION. USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS REQUIRED. SEE NOTE #12. GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH. DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES. 3-1/2" DIAMETER WATER GAUGE WITH 1 4" TEST AND ISOLATION VALVE. VANE TYPE WATER FLOW SWITCH. SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM. SWING CHECK VALVE. RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE. INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE TO OUTSIDE. PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO DISCHARGE OUTSIDE. SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F. 1/2" AUTOMATIC BALL DRIP VALVE. PIPE TO DRAIN OUTSIDE. WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE). OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING- PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED. NOTE: PIPE FDC TO REMOTE LOCATION WHEN REQUIRED BY FIRE MARSHAL. GALVANIZED FLANGE AND SPOOL PIECE CLASS 53 D.I. FLANGED SPIGOT 3/4" A.T.R. 3/4" BENT EYE BOLT MECHANICAL JOINT 90° ELL CONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREA UNDISTURBED EARTH LOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS PROVIDED UNDER DIVISION 28 OF THE SPECIFICATIONS. SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES. LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN INSTRUCTIONS. PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR AND WALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR. PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT. 5' - 6 " M I N . 0' - 6 " 1' - 0 " FLOOR SLEEVE FS TS LT IT 26 25 24 23 22 21 20 21 22 23 1 20 19 19 18 17 16 15 14 18 17 2 3 4 5 13 14 16 13 12 11 10 9 8 7 6 25 5 9 6 3 5 8 24 10 11 5 4 3 2 1 7 2 12 15 26 6" V E R T I C A L FURNACE GAS LINE CONNECTION DETAIL NO SCALE 3/4" DROP FROM MAIN. SEE PLAN FOR SIZE MANUAL MAIN SHUT-OFF VALVEGROUND JOINT UNION EQUIPMENT CASING FLEXIBLE GAS CONNECTOR. 18" MAX. DRIP LEG SAME SIZE AS DROP 1-1/2"LAVATORY WATER CLOSET L-1 WC-1 1-1/2"1-1/2"1/2"1/2" 2"INT.3"1/2"- COUNTERTOP MOUNT ELONGATED BOWL FLUSH TANK WITH SEAT AND LID -DISHWASHERDW-1 -3/4"-1/2"UNDER COUNTER - CONNECT WATER & WASTE TO ADJACENT SINK / 2"KITCHEN SINKKS-1 2"2"1/2"1/2"S.S. COUNTERTOP SINGLE COMPARTMENT WITH DISPOSER WASHER BOXWB-1 2"2"2"1/2"1/2"FIRE RATED WASHER BOX WITH 1/2" HW AND CW STOP VALVES 2" STANDPIPE WITH P-TRAP TRAPSYM.DESCRIPTION PLUMBING FIXTURE SCHEDULE PIPE SIZE VENTWASTE C.W.H.W.REMARKS FLOOR DRAINFD-1 2"2"2"-- FLOOR SINKFD-2 2"4"4"-- ZURN Z-415B WITH 5"Ø NICKEL-BRONZE STRAINER AND 2" DEEP SEAL P-TRAP 2"ADA ACCESSIBLE SHOWER 2"2"1/2"1/2"RIGHT OR LEFT HAND AS PER FLOOR PLAN WITH 59" HOSE & SLIDE BAR, AND WRIST BLADE CONTROLS TO MEET ANSI 608.4.2, 608.5, & 1003.11.2.5.2 ADA WATER CLOSETWC-2 2"INT.3"1/2"-ADA HEIGHT ELONGATED FLUSH TANK WITH RIGHT OR LEFT TRIP LEVER 1-1/2"ADA LAVATORYL-2 1-1/2"1-1/2"1/2"1/2" ADA COUNTERTOP MOUNT WITH OFFSET TAIL PIECE, INSULATING JACKET ON SIDE OPPOSITE GRAB BARS TO MEET ANSI 1003.11.2.4.5 2"ADA KITCHEN SINKKS-2 2"2"1/2"1/2" S.S. COUNTERTOP SINGLE COMPARTMENT WITH DISPOSER, OFFSET TAIL PIECE & INSULATION KIT ON DRAIN AND HW PIPING, WRIST BLADE GARBAGE DISPOSER FAUCET CONTROLS TO MEET ANSI 306.2, 306.3, 1003.12.4.3 & 1003.12.4.4 ON DRAIN & HW, WRIST BLADE FAUCET CONTROLS TO MEET ANSI 306.2, GAS WATER HEATERWH-1 ---1-1/2"1-1/2" SH-1 T-1 2"TUB/SHOWER 2"2"1/2"1/2"FIBERGLASS SURROUND RIGHT OR LEFT HAND AS PER FLOOR PLAN --HW RECIRC. PUMPRP-1 --------- 3/4" WATER SOFTENER SYSTEMWS-1 ---2-1/2"- WATER TECH MODEL RS1805-29S204 DUPLEX WATER SOFTENER WITH (2) RESIN TANKS & (1) BRINE TANK. 120 GPM PEAK FLOW AT 14 GRAINS HARDNESS. 120/60/1 POWER REQUIREMENT AT 0.32 FLA. BRINE TANK MINERAL TANK FLOOR DRAIN FLOOR 1/2" BRINE LINE 2" TOP MOUNT CONTROL VALVE (3) 1" DRAIN LINES TO NEAREST FLOOR DRAIN OR FLOOR SINK MULTI-RESIN SOFTENER SYSTEM METER CONTROL (TYPICAL) WATER SOFTENER PIPING DIAGRAM NO SCALE SHUT OFF VALVE SHUT OFF VALVE BYPASS VALVE 2-1/2" COLD WATER 2-1/2" SOFT WATER WS-1 WS-1 WS-1 ZURN Z-415B WITH 8"Ø NICKEL-BRONZE STRAINER AND 4" DEEP SEAL P-TRAP 6" V E R T I C A L WATER HEATER GAS LINE CONNECTION DETAIL NO SCALE 3/4" VENT REGULATOR TO OUTSIDE AS RECOMMENDED BY MANUFACTURER. GAS PRESSURE REGULATOR (2 psi TO 0.5 psi) DROP FROM MAIN. SEE PLAN FOR SIZE MANUAL MAIN SHUT-OFF VALVEGROUND JOINT UNION EQUIPMENT CASING FLEXIBLE GAS CONNECTOR. 18" MAX. DRIP LEG SAME SIZE AS DROP A.O. SMITH MODEL BTH-250 WITH 100 GALLON TANK, 250,000 BTU INPUT, 1-1/2" WATER CONNECTIONS AND HEAT TRAP NIPPLES, 3/4" T&P RELIEF VALVE. 120/60/1 POWER REQUIRED WATER HEATER 2" SOFT WATER UP TO LEVEL 2 WATER HEATER 2" SOFT WATER DN TO LEVEL 0 NO SCALE VERTICAL WATER PRESSURE REDUCING STATION FLOOR BALL VALVE (TYP) TYPICAL UNION SLEEVE FLOOR PENETRATIONS AROUND WATER SUPPLY LINES 3/4" DRAIN WITH HOSE THREAD FITTING PRESSURE GAGE 0 - 100 PSI RANGE 3" WATER SUPPLY TO BUILDING 3/4" DRAIN VALVE REDUCED PRESSURE BACKFLOW PREVENTER 1-1/4" CW LINE OUT FOR SPRINKLER SYSTEM 2-1/2" SUPPLY TO BUILDING COMBINATION PRESSURE REDUCING VALVE AND STRAINER. SET DISCHARGE AT 80 PSIG DIRT LEG REDUCED PRESSURE BACKFLOW PREVENTER PIPE TO NEAREST FLOOR DRAIN (TYP.) WATER METER AS REQ.D BY CITY OF REXBURG REMOTE READOUT DEVICE FOR METER EXT. WALL 3/4" OPERATING THERMOSTAT AQUASTAT DIELECTRIC UNION (TYP)HEAT TRAP FITTING THERMOMETER AMTROL ST-25 EXPANSION TANK GAS COCK DIRT LEG G GAS SUPPLY (SEE DETAIL THIS SHEET) WH-1 FINISHED FLOOR R 2" HW HEAT TRAP FITTING SHUT-OFF VALVE DRAIN VALVE WITH THREADED HOSE CONNECTION DIELECTRIC UNION (TYP) 2" SOFT CW RP-1 TYPICAL CHECK VALVE NO SCALE WATER HEATER PIPING DIAGRAM 3/4" HWRC 3/4" HWRC 2" SOFT CW TYPICAL CHECK VALVE SHUT-OFF VALVE HWRC CONNECTION BY-PASS SHUT-OFF VALVE (NORMALLY CLOSED) 2" HW TO SERVE FIXTURES LOCATED ON LEVEL 2 ABOVE 2" HW BY-PASS TO SERVE WH-1 SYSTEM HWRC B&G SERIES PR WITH 3/4" FLANGES AND 115/60/1 VOLT MOTOR 1/6 H.P. AT 1725 RPM. 3 GPM FLOW AT 10' HEAD. 3" TO 2-1/2" REDUCER TO DRAIN PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTS AC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)FLOORBOX - MULTISERVICE DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHED SEPARATELY. (SUBSCRIPT APPLIES TO BOTHSWITCHES)SWITCHSUB-SCRIPTS 3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOF EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS.CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEG OFLIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NC CONTACTS, CONTROL XFMR, FUSE PER EQUIP.NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO. EQUIPMENT/ISOLATED GROUNDINGCONDUCTORS ARE NOT SHOWN. PROVIDE 'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONALISOLATED GROUND WHERE INDICATED.FM LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE (* COLOR TOMATCH WIRING DEVICES)F#ENIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTING CIRCUIT.NLPSWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]SCEILING DATA WITH 1" ENT CONDUIT. 1 CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS, SEE SPEC CEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOR OPERATION. [WATTSTOPPER #BZ-50] T O B E M O U N T E D A S C L O S E T O T Y P I C A L D E V I C E M O U N T I N G H E I G H T S D I A G R A M N O S C A L E F I N I S H E D F L O O R A R C H I T E C T U R A L P L A N S A N D D E T A I L S . D O O R J A M B S A S P O S S I B L E . C O O R D I N A T E A L L D E V I C E S W I T H 1 8 " T . V . O U T L E T A L L M O U N T I N G H E I G H T S T Y P I C A L U N L E S S N O T E D O T H E R W I S E . A L L S W I T C H E S A N D T H E R M O S T A T S N O T E S : T H E R M O S T A T O R M E C H A N I C A L S W I T C H L I G H T S W I T C H C O N V E N I E N C E O U T L E T T E L E P H O N E / D A T A O U T L E T T T ( O R A S N O T E D ) 4 ' - 0 ' ' 4 ' - 0 ' ' 3 ' - 6 ' ' 5 0 6 0 7 0 8 0 A . C O O R D I N A T E O U T L E T H E I G H T S W I T H A R C H I T E C T S M I L L W O R K D W G S . T O I N S U R E T H A T O U T L E T S W I L L N O T F A L L B E H I N D C A B I N E T S , B A C K S P L A S H E S , O R I N T E R F E R E W I T H W A I N S C O T I N G , E T C . ( O R A S N O T E D ) @ M I L L W O R K X X " * B . D . * C O O R D I N A T E L I G H T S W I T C H & O U T L E T H E I G H T S W I T H A R C H I T E C T U R A L W A I N S - C O T I N G A N D O R T I L E W O R K S O A S N O T T O F A L L M I D W A Y I N T H E S E F I N I S H E S . * V E R I F Y W I T H M E C H . M U D R I N G O R I E N T A T I O N . VOLTAGE DROP SCHEDULECONDUCTOR SIZE IS TO BE DETERMINED FROM THE FOLLOWING SCHEDULE120 VOLT, 15 OR 20A. CIRCUITS#12 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 136'#10 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 216'#8 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 343' V i s i t t h e s i t e a n d b e c o m e a c q u a i n t e d w i t h c o n d i t i o n s t o b e e n c o u n t e r e d . E x t r a f u n d s w i l l n o t b e a l l o w e d d u e t o f a i l u r e t o e x a m i n e s i t e a n d t o s t a n d a r d p r a c t i c e s o f t h e t r a d e . A l l m a t e r i a l s s h a l l , u n l e s s o t h e r w i s e a l l w o r k a n d p a y a l l c o s t s f o r c o m p l e t e a n d o p e r a t i n g s y s t e m s , a s c o n t r a c t o r s h a l l v e r i f y t h e e x a c t r e q u i r e m e n t s f o r t h e e l e c t r i c a n d b e o f t h e s a m e t y p e , m a t e r i a l a n d m a n u f a c t u r e f o r e a s e o f f u t u r e c u t t i n g a n d d r i l i n g o f s t r u c t u r e o n l y w i t h p r i o r a p p r o v a l o f t h e o w n e r . W h e r e c u t t i n g a n d p a t c h i n g o f w o r k i s n e c e s s a r y , u s e s a m e m a t e r i a l s p r o p e r f u n c t i o n i n g a n d s h a l l b e l e f t i n f i r s t c l a s s o p e r a t i n g c o n d i t i o n . d u c t s i n s t a l l e d b y o t h e r t r a d e s . I n s t a l l c o n d u i t r u n s e x p o s e d t o v i e w A l l m a t e r i a l s , f i x t u r e s a n d e q u i p m e n t s h a l l b e c o v e r e d o r s e a l e d u p o n A l l e q u i p m e n t s h a l l b e r e a d i l y a c c e s s i b l e f o r m a i n t e n a n c e a n d r e p a i r s . w o r k m a n s h i p a n d f i n i s h t o n e a t l y m a t c h a l l s u r r o u n d i n g w o r k . 4 " m i n i m u m h o r i z o n t a l l y , 1 2 " m i n i m u m f r o m o t h e r u t i l i t y l i n e s . M i n i m u m c o n d u i t E a c h p i e c e o f e q u i p m e n t a n d a l l o f t h e s y s t e m s s h a l l b e a d j u s t e d t o i n s u r e t o f i n a l c o m p l e t i o n a n d a c c e p t a n c e o f t h e w o r k . S u c h p r e l i m i n a r y o p e r a t i o n T h e o w n e r r e s e r v e s t h e r i g h t t o o p e r a t e a n y s y s t e m s o f e q u i p m e n t p r i o r S u p p o r t c o n d u i t w i t h o n e - h o l e m a l l e a b l e f a c t o r y m a d e p i p e s t r a p s , f a s t e n e d R a c e w a y I n s t a l l a t i o n : S e p a r a t e u n d e r g r o u n d c o n d u i t s i n a c o m m o n t r e n c h i n s t a l l a t i o n s o a s t o p r o v i d e f o r s a f e t y a n d t o i n s u r e t h a t o p e r a t i o n a n d n o t e d , b e n e w a n d i n p e r f e c t c o n d i t i o n . A l l m a t e r i a l f o r s i m i l a r u s e s s h a l l D o a l l d r i l l i n g a n d c u t t i n g a s n e c e s s a r y f o r i n s t a l l a t i o n o f e q u i p m e n t . D o d e p t h s h a l l b e 1 8 " . C o o r d i n a t e c o n d u i t i n s t a l l a t i o n w i t h p i p e s , s t e e l a n d p a r a l l e l o r a t r i g h t a n g l e s t o s t r u c t u r a l m e m b e r s , w a l l s o r b u i l d i n g l i n e s . a p p e a r a n c e w i l l b e m a i n t a i n e d a f t e r s u b s e q u e n t c o n s t r u c t i o n o p e r a t i o n s . t e l e p h o n e s e r v i c e s w i t h t h e u t i l i t y c o m p a n y r e p r e s e n t a t i v e s a n d p r o v i d e T h e s e p l a n s h a v e b e e n p r e p a r e d w i t h o u t u t i l i t y c o m p a n y c o m m e n t s . T h e A l l w o r k m a n s h i p s h a l l b e p e r f o r m e d b y s k i l l e d m e c h a n i c s u s i n g t h e b e s t C U T T I N G A N D P A T C H I N G : O P E R A T I N G A N D A D J U S T I N G : s h a l l n o t b e c o n s t r u e d a s a n a c c e p t a n c e o f a n y w o r k . 9 . w i t h s c r e w s . E X E C U T I O N : 8 . d i r e c t e d b y t h e g o v e r n i n g u t i l i t i e s . i n c l u d e e x i s t i n g c o n d i t i o n s i n b i d p r i c e . M A T E R I A L S A N D W O R K M A N S H I P : C O O R D I N A T I O N W I T H U T I L I T I E S : m a i n t e n a n c e . 7 . 6 . P a n e l b o a r d s : C i r c u i t b r e a k e r s s h a l l b e 1 0 , 0 0 0 A I C m i n i m u m . A l l l o c k s k e y e d a l i k e a n d t y p e w r i t t e n d i r e c t o r i e s . A l l p a n e l s s h a l l h a v e a m i n i m u m o f 3 6 " w o r k i n g i n n e a t , c l e a n a n d u s a b l e c o n d i t i o n . R e m o v e a l l c e m e n t , p a i n t , g r e a s e , o i l a l l e x p o s e d f i x t u r e s , t r i m a n d e q u i p m e n t , a n d l e a v e t h e e n t i r e i n s t a l l a t i o n U p o n c o m p l e t i o n o f t h e w o r k , p r i o r t o f i n a l i n s p e c t i o n , t h o r o u g h l y c l e a n P r i o r t o f i n a l a c c e p t a n c e o f t h e p r o j e c t , d e l i v e r t o t h e o w n e r a w r i t t e n a n y d e f e c t i v e w o r k . D e m o n s t r a t e c o n t i n u o u s s a t i s f a c t o r y o p e r a t i o n o f T e s t a l l w i r e f o r s h o r t s , o p e n s , g r o u n d s , o r o t h e r d e f e c t s . C o r r e c t d a m a g e d d u e t o f a u l t y w o r k a n d m a t e r i a l s f u r n i s h e d u n d e r t h i s s e c t i o n . t h i s p e r i o d , i n c l u d i n g r e p a i r o r r e p l a c e m e n t o f t h e p r e m i s e s t h a t m a y b e r e p a i r o r r e p l a c e a l l s u c h d e f e c t i v e i t e m s p r o m p t l y t h a t m a y o c c u r d u r i n g o n e y e a r g u a r a n t e e o n a l l w o r k m a n s h i p , m a t e r i a l s a n d e q u i p m e n t a n d a g r e e t o S e l e c t e d b y o w n e r , i n s t a l l e d b y e l e c t r i c a l c o n t r . 1 7 . C L E A N - U P : G U A R A N T E E : a l l e l e c t r i c a l e q u i p m e n t . a n d o t h e r f o r e i g n s u b s t a n c e s . 1 9 . 1 8 . T E S T : L I G H T I N G F I X T U R E S : D E V I C E P L A T E S : S E R V I C E E Q U I P M E N T : c l e a r a n c e i n f r o n t o f p a n e l . A l l d i m e n s i o n s t o b e f i e l d v e r i f i e d . 1 6 . 1 5 . 1 4 . r e q u i r e d , i n c l u d i n g a l l c o n d u i t s a n d w i r e s i n d i c a t e d , i n c l u d i n g c o n t r o l c o n d u i t s C o m p l e t e a n d o p e r a b l e s y s t e m s o f e l e c t r i c a l l i g h t i n g , p o w e r a n d r e c e p t a c l e s . A l t e r a t i o n s a n d a d d i t i o n s i n c l u d i n g c o n d u i t , w i r i n g , o u t l e t s , f i x t u r e s , d e v i c e s A l l w o r k a n d m a t e r i a l s s h a l l c o m p l y w i t h a l l a p p l i c a b l e c o d e s , s a f e t y o r d e r s , d e t a i l e d a s s p e c i f i e d t o a m o r e r e s t r i c t i v e s t a n d a r d o r h i g h e r r e q u i r e m e n t . h a v i n g j u r i s d i c t i o n i n c l u d i n g r e g u l a t i o n s o f t h e S t a t e F i r e M a r s h a l l , u n l e s s l a w s , o r d i n a n c e s a n d r e g u l a t i o n s o f g o v e r n i n g a u t h o r i t i e s a n d o t h e r a g e n c i e s T h e e l e c t r i c a l d r a w i n g s a r e e s s e n t i a l l y d i a g r a m m a t i c i n t h a t a l l p r o v i s i o n s A l l w o r k , m a t e r i a l a n d e q u i p m e n t c a l l e d f o r b y n o t e s , s c h e d u l e s o r o t h e r w i s e i n d i c a t e d o n t h e d r a w i n g s s h a l l b e f u r n i s h e d a n d i n s t a l l e d a s t h o u g h f u l l y t o c o n f o r m a n d t o a v o i d o b s t r u c t i o n s , w i t h o u t a d d i t i o n a l c o s t t o t h e o w n e r . s y s t e m s c a n n o t b e s h o w n . A l l i n s t a l l a t i o n s s h a l l b e a d j u s t e d a s n e c e s s a r y n e c e s s a r y t o c o n f o r m t o s t r u c t u r a l , a r c h i t e c t u r a l , m e c h a n i c a l a n d p l u m b i n g E L E C T R I C A L S P E C I F I C A T I O N S C O M P L I A N C E W I T H C O D E S : I N T E R P R E T A T I O N O F D R A W I N G S : V I S I T I N G T H E S I T E : s e t f o r t h i n t h e s e s p e c i f i c a t i o n s . 5 . 4 . 3 . C o n n e c t i o n s t o a l l A . C . e q u i p m e n t a s i n d i c a t e d a n d a n d o u t l e t s . 2 . I N T E N T : a n d l a m p s . 1 . A l l c o n d u i t s h a l l b e c o n t i n u o u s f o r g r o u n d i n g . A l l g r o u n d i n g c o n d u c t o r s A s r e q u i r e d b y c o d e a n d a s d i r e c t e d b y o w n e r . p r e s s u r e c o n n e c t o r s f o r l a r g e r w i r e . A l l w i r i n g s h a l l b e c o p p e r . # 1 4 A W G u n l e s s n o t e d . U s e " I d e a l Y e l l o w " p u l l i n g c o m p o u n d f o r a l l p u l l s . U s e S c o t c h l o c k c o n n e c t o r s f o r a l l s p l i c e s i n # 1 2 w i r e a n d t a p e d b o l t e d T y p e T H W N o r T H H N c o p p e r w i r e i n s u l a t e d f o r 6 0 0 V . S m a l l e s t w i r e s h a l l b e C O N D U C T O R S : D E V I C E S : G R O U N D I N G : s h a l l b e i n s u l a t e d g r e e n c o p p e r , s i z e d a s s h o w n . 1 2 . 1 3 . 1 1 . C O N D U I T A N D W I R I N G M E T H O D S : 1 0 . A s r e q u i r e d b y c o d e a n d a s d i r e c t e d b y o w n e r . 1.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EX A C T L O C A T I O N O F ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.2.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS P E R N E C B E F O R E INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.3.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQU I P M E N T I S I N P L A C E , ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.4.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCA T I O N S , C E I L I N G TYPES, ETC.5.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED O N A L L E L E C T R I C A L EQUIPMENT.6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER P R I O R T O R O U G H - I N . 7.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLO S E T O D O O R F R A M E AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS, ETC.8.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.9.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WO R K A N D P A Y ASSOCIATED FEES.10.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND ELECTR O N I C B A L L A S T S . 11.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWI T C H E D L E G O F T H E LIGHTING CIRCUIT IN THE AREA AS PER CODE.12.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR T O C O O R D I N A T E W I T H ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIP M E N T E T C . T H E EXACT ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESS INDICAT E D O T H E R W I S E , T H E ELECTRICAL CONTR. TO BE RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECI A L E Q U I P M E N T . 13.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILIN G S . I F A N Y S U R F A C E WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT /ENGINEER PRI O R T O D O I N G A N Y WORK.14.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXI S T I N G C O N D I T I O N S , AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVI S I O N S I N T H E B A S E BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS.15.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E . C . I S R E S P O N S I B L E FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITIN G O F A L L L I G H T FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".16.ALL LIGHTING CONTROLS SHALL BE PROVIDED AND INSTALLED BY E.C.17.THE BRANCH CIRCUITRY SHALL BE DESIGN/BUILD BY THE E.C. INSTALLATION SHAL L C O N F O R M T O T H E DRAWINGS, SPECIFICATIONS, 2014 NEC AND GOOD ELECTRICAL PRACTICES. WIRI N G S H A L L B E INSTALLED TO MAINTAIN A MINIMUM OF 3% VOLTAGE DROP.PROJECT GENERAL N O T E S : · A l l w i r i n g m e t h o d s s h a l l b e i n s t a l l e d i n a c c o r d a n c e w i t h t h e 2 0 1 4 N E C . · T y p e N M a n d S E R C a b l e i s a l l o w e d i n R - 2 a r e a s i n a c c o r d a n c e w i t h l o c a l A J H a n d N E C . · M C c a b l e i s a l l o w e d w h e r e c o n c e a l e d i n w a l l s , c e i l i n g s o r f l o o r s . · A l l s u r f a c e / e x p o s e d f e e d e r s a n d b r a n c h c i r c u i t s s h a l l b e : C o n d u c t o r s i n R a c e w a y . · A l l w i r i n g w i t h i n f i n i s h e d s p a c e s s h a l l b e c o n c e a l e d ; s u r f a c e m o u n t e d r a c e w a y i s p r o h i b i t e d . · A l l u n d e r g r o u n d w i r i n g s h a l l b e : C o n d u c t o r s i n R a c e w a y . D i r e c t B u r y c a b l e i s p r o h i b i t e d . WALL ROUGH-IN FOR DATA WITH 1" ENT CONDUIT. 1 CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS,SEE SPEC R E C E P T A C L E M O U N T I N G D E T A I L N O S C A L E T O S U I T W A L L R A I S E D R I N G C O N D U I T ( S ) E N T R A N C E 4 ' ' S Q U A R E B O X B A C K O F C O V E R W / F E L T - T I P M A R K E R T O B E A S P E R S P E C I F I C A T I O N S . C O V E R P L A T E S - S T Y L E & C O L O R C I R C U I T N U M B E R T O B E W R I T T E N O N N O R M A L P O W E R C O L O R - ( S E E S P E C S ) R E C E P T A C L E - 1 5 O R 2 0 A M P R A T E D - S E E S P E C I F I C A T I O N S . G R O U N D C O N D U C T O R G R E E N I N S U L A T E D LIGHT FIXTURE SCHE D U L E DECORATIVE WALL MOUNTED EXTERIOR FIXTUREDEFINED BY OWNERWALL FLOOD SUCH AS LITHONIAWPX2 LED 40K MVOLT CBAFIXTURE NOT USEDBUILDING MOUNTED SIGN LIGHTERLED RECESSED CAN OR SURFACE DISKEXIT SIGN SUCH AS LITHONIA LQM-S-W-3-G-20-EL-NSINGLE OR DOUBLE FACE AS REQUIREDWALL MOUNTED EGRESS FIXTURE SUCH ASLITHONIA ELM6L-MVOLT-LTPEXIT SIGN WITH REMOTE EXTERIOR EGRESS SUCHAS LITHONIALHQM-LED-G-HO-ELA-CBA-SD-QWP-LO309UNIT VANITY LIGHTBATHROOM CEILING LIGHTLIVING ROOM CEILING LIGHTBEDROOM CEILING LIGHT T E L E P H O N E / D A T A S Y S T E M S 1 . 1 S u m m a r y A . I n c l u d e s B u t N o t L i m i t e d T o 1 . F u r n i s h a n d i n s t a l l a l l t h e e q u i p m e n t , m a t e r i a l s , t e r m i n a t i o n s a n d l a b o r n e c e s s a r y t o p r o v i d e a c o m p l e t e C A T 6 T e l e p h o n e / D a t a a n d T e l e v i s i o n c a b l i n g s y s t e m a s d e s c r i b e d i n C o n t r a c t D o c u m e n t s i n c l u d i n g , b u t n o t l i m i t e d t o , r a c e w a y , o u t l e t s , m o d u l a r j a c k s , d e v i c e p l a t e s , c a b l e s , p u n c h d o w n b l o c k s , b a c k b o a r d s , c a b i n e t s , p a t c h p a n e l s , g r o u n d i n g a n d o t h e r m i s c e l l a n e o u s i t e m s r e q u i r e d f o r a c o m p l e t e s y s t e m . 2 . F u r n i s h a n d i n s t a l l m a i n s e r v i c e r a c e w a y a s d e s c r i b e d i n C o n t r a c t D o c u m e n t s a n d t o c o m p l y w i t h l o c a l t e l e p h o n e c o m p a n y r e q u i r e m e n t s . 3 . R e f e r t o D r a w i n g s f o r c o n d u i t s i z e s a n d q u a n t i t y o f c a b l e s / j a c k s a t e a c h o u t l e t l o c a t i o n . 1 . 2 W a r r a n t y A . A L i f e t i m e p r o d u c t w a r r a n t y c o v e r i n g a l l c o m p o n e n t s , e q u i p m e n t a n d w o r k m a n s h i p s h a l l b e s u b m i t t e d i n w r i t i n g w i t h s y s t e m d o c u m e n t a t i o n . T h e w a r r a n t y p e r i o d s h a l l b e g i n o n t h e s y s t e m ' s f i r s t u s e b y t h e o w n e r . W a r r a n t y s h a l l b e v e n d o r s u p p l i e d . C o n t r a c t o r w a r r a n t y a l o n e i s u n a c c e p t a b l e . B . T h e p r o j e c t m u s t b e p r e - r e g i s t e r e d w i t h M a n u f a c t u r e r b e f o r e i n s t a l l a t i o n h a s b e g u n . 2 . 1 C o m p o n e n t s A . B o x e s s h a l l b e a 4 s q u a r e d e e p b o x w i t h s i n g l e - g a n g m u d r i n g . B . T e l e p h o n e a n d C o m p u t e r N e t w o r k S y s t e m C a b l e 1 . 2 3 g a u g e , s o l i d a n n e a l e d c o p p e r , 4 - p a i r s . C A T 6 2 . U s e p l e n u m - r a t e d c a b l e i n c e i l i n g s a n d a r e a s u s e d f o r p l e n u m a i r r e t u r n 3 . P r o v i d e O w n e r w i t h p a t c h p a n e l s , q u a n t i t y a s r e q u i r e d . 4 . D i f f e r e n t c o l o r s o f c a b l i n g s h a l l b e u s e d ; ( Y e l l o w - T e l e p h o n e , B l u e - N e t w o r k ) 5 . M a n u f a c t u r e r s : a . S u p e r i o r E s s e x b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . C . E q u i p m e n t R a c k s 1 . P r o v i d e a m i n i m u m o f ( 1 ) 1 9 " w a l l m o u n t e d r a c k a t e a c h T T B l o c a t i o n 2 . P r o v i d e w i t h 2 0 A p o w e r s t r i p , w i r e m a n a g e m e n t a n d r a c k m o u n t i n g k i t s . 3 . M a n u f a c t u r e r s : a . C o o p e r B - l i n e b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . D . T e l e p h o n e T e r m i n a t i o n B l o c k s 1 . U L v e r i f i e d C A T 6 . 2 . 6 6 t e r m i n a t i o n w i t h t i n l e a d p l a t e d I D C D . T e l e p h o n e & N e t w o r k P a t c h P a n e l s 1 . U L v e r i f i e d C A T 6 2 . 1 1 0 t e r m i n a t i o n w i t h t i n l e a d p l a t e d I D C 3 . 1 9 " r a c k m o u n t w i t h b a c k b o a r d m o u n t i n g f r a m e . 4 . 4 8 P o r t s 5 . M a n u f a c t u r e r s : a . L e v i t o n b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . E . T e l e p h o n e / N e t w o r k J a c k s & F a c e p l a t e s 1 . W a l l J a c k s a . C A T 6 - C o l o r t o m a t c h c a b l e c o l o r . 2 . F a c e p l a t e s a . C o l o r t o b e a s s p e c i f i e d b y O w n e r . b . P r o v i d e a n d i n s t a l l B l a n k i n s e r t s a s n e e d e d . 3 . M a n u f a c t u r e r s : a . L e v i t o n b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . F . C a b l e s s h a l l b e i n s t a l l e d i n c o n d u i t f r o m o u t l e t t o a b o v e n e a r e s t a c c e s s i b l e c e i l i n g s p a c e , i n s t a l l J - h o o k s a b o v e a c c e s s i b l e c e i l i n g s p a c e 3 f t o n c e n t e r f o r s u p p o r t i n g c a b l e . I n s t a l l c a b l e f r o m t e r m i n a l b o a r d / d a t a r a c k t o e a c h t e l e p h o n e / n e t w o r k o u t l e t . G . T e r m i n a t e c a b l e s a t e a c h o u t l e t w i t h s p e c i f i e d m o d u l a r j a c k a s s e m b l y . H . T e r m i n a t e c a b l e s o n p u n c h d o w n b l o c k s o r p a t c h p a n e l s a t t e r m i n a l b o a r d . I . A l l F a c e p l a t e s , p a t c h p a n e l s a n d c a b l e s s h a l l b e l a b e l e d d e p i c t i n g l o c a t i o n , C a b l e s s h a l l b e l a b e l e d o n b o t h e n d s . J . T e r m i n a t e c a b l i n g a c c o r d i n g t o E I A / T I A 5 6 8 B . 1 S t a n d a r d s . K . I n s t a l l a t i o n o f a l l m a t e r i a l s s h a l l b e a s r e c o m m e n d e d b y m a n u f a c t u r e r . 3 . 2 Q u a l i t y A s s u r a n c e A . C o m p l y w i t h a p p l i c a b l e p o r t i o n s o f N E C A N S I / E I A / T I A 5 6 8 a s t o t y p e p r o d u c t s u s e d a n d i n s t a l l a t i o n o f c o m p o n e n t s . P r o v i d e p r o d u c t s a n d m a t e r i a l s w h i c h h a v e b e e n U L - l i s t e d a n d l a b e l e d . B . C a b l i n g s y s t e m s h a l l m e e t t h e p e r f o r m a n c e r e q u i r e m e n t s o f t h e A N S I / T I A / E I A - 5 6 8 - B S t a n d a r d s ( A n n e x E ) . C . E a c h c a b l e a n d p a t c h c a b l e s h a l l b e t e s t e d f r o m t h e o u t l e t l o c a t i o n t o t h e p a t c h p a n e l , t h e s y s t e m s h a l l b e t e s t e d t o C a t e g o r y 6 L e v e l I I c o m p l i a n c e . T h e t e s t p a t h s h a l l i n c l u d e w o r k s t a t i o n j a c k s , H o r i z o n t a l c a b l i n g a n d p a t c h p a n e l s . C o n t r a c t o r s h a l l r e p l a c e a n y e q u i p m e n t o r c a b l i n g t h a t f a i l s a n d r e t e s t . P r o v i d e O w n e r w i t h c o m p l e t e t e s t r e p o r t s o f c a b l i n g s y s t e m . EVFEVELECTRIC VEHICLE CHARGING STATIONFUTURE ELECTRIC VEHICLE CHARGING STATION FIXTURE NOT USED E L E C T R I C A L N O T E A N D D E T A I L S E 1 . 0 4 L E V E L B L D G B A S E M E N T & 3 F L O O R S F F : 4 8 5 9 . 6 0 1 3 M A I N S E R V I C E M E T E R S . S E E P O W E R R I S E R P R O P O S E D L O C A T I O N O F P O W E R C O . T R A N S F O R M E R 2 PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P K E Y N O T E S 1 P R O V I D E A N D I N S T A L L ( 1 ) 4 " C O N D U I T F O R R M P P R I M A R Y S E R V I C E . C O O R D I N A T E S P E C S A N D R O U T I N G W I T H R M P . P R O V I D E P A D A N D V A U L T A S R E Q U I R E D F O R R M P T R A N S F O R M E R . G R O U N D B O X A T P R O P E R T Y L I N E W I T H ( 2 ) 2 " C O N D U I T T O I T D E M A R K I N B U I L D I N G . 2 3 6 " 3 / 4 " C . , 1 # 6 B . C . G R N D . C O N N E C T T O B L D G . G R O U N D S Y S T E M F I N I S H F L O O R T Y P I C A L C O N D U I T S O U T T O V O I C E / D A T A O U T L E T S . S E E P L A N F O R S I Z E , E T C . ( T Y P I C A L T O P & O R B O T T O M O F B O A R D ) S C A L E : N O N E T E L E P H O N E / D A T A T E R M I N A L B O A R D - D E T A I L 4 ' X 8 ' X 3 / 4 " P L Y W O O D P R I M E & P A I N T W / T W O C O A T S G R E Y E N A M E L ( I N S T A L L O N W A L L S A S I N D I C A T E D O N P L A N S ) A N C H O R S E C U R E L Y T O W A L L W / C O N S T . A D H E S I V E . D O U B L E - D U P L E X O U T L E T ( S ) P E R P L A N S 1 2 0 V C I R C U I T P E R P L A N S P U L L C O R D U N I S T R U T A N C H O R I N C O M I N G U T I L I T Y S E R V I C E C O N D U I T ( S ) W I T H I N S U L A T E D B U S H I N G . S E E S I T E P L A N F O R S I Z E , Q U A N T I T Y , E T C . G R O U N D B A R ( S Q . D # P K 2 7 G T A ) T E L E P H O N E , D A T A , T V E Q U I P M E N T ( T Y P ) I N S T A L L I N S U L A T E D B U S H I N G O N A L L C O N D U I T E N D S . ( T Y P ) U N I S T R U T A N C H O R S C A L E : S I T E P L A N - E L E C T R I C A L 1 " = 2 0 ' - 0 " 2 0 ' 0 " 4 0 ' 1 0 ' N E L E C T R I C A L S I T E P L A N E 1 . 1 LEVEL "0" RECEPTACLES1000500 120/240V 1Ø SQ D QO -"H1"20115001500120 10020"x39"x5 3/4"SEE RISER 8500708310000SEE RISER DETERMINED TO BE LEVEL "0" RECEPTACLESLEVEL "1" RECEPTACLESLEVEL "1" RECEPTACLESLEVEL "1" WS-1COMM. BOARDSPAREBUILDING PERIMETER LIGHTSSITE LIGHTING202---5005005005001000100010001000 LEVEL "0" LIGHTINGLEVEL "1" LIGHTINGLEVEL "0" EH-1LEVEL "1" EH-1LEVEL "0" EH-2220---LEVEL "0" EH-2220---LEVEL "1" EH-2220---LEVEL "1" EH-2220---100010001000100010001000100010001000100010001500150015002000100010001000200020002000 LEVEL "2" LIGH T I N G 1 0 0 0 1 2 0 / 2 4 0 V 1 Ø S Q D Q O - " H 2 " 2 0 1 1 0 0 0 1 0 0 0 1 2 0 1 0 0 2 0 " x 3 9 " x 5 3 / 4 " S E E R I S E R 4 5 0 0 3 7 3 7 4 5 0 0 S E E R I S E R D E T E R M I N E D T O B E LEVEL "3" LIGH T I N G LEVEL "2" REC E P T A C L E S LEVEL "2" REC E P T A C L E S SPARE 1 0 0 0 5 0 0 5 0 0 5 0 0 5 0 0 S P A R E L E V E L " 2 " W H / 1 L E V E L " 3 " E H - 2 2 2 0 - - - L E V E L " 3 " E H - 2 2 2 0 - - - 5 0 0 5 0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 5 0 0 5 0 0 5 0 0 5 0 0 5 0 0 5 0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 LEVEL "3" REC E P T A C L E S LEVEL "3" REC E P T A C L E S L E V E L " 3 " W H / 1 P A L I S A D E S F1 F2 F 2 F 2 F 1 F 1 F 1 F 4 F 4 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P E L E C T R I C A L E L E V A T I O N S E 1 . 2 S C A L E : F R O N T E L E V A T I O N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " S C A L E : R I G H T E L E V A T I O N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " C O N N E C T A L L B U I L D I N G P E R I M E T E R L I G H T S T O P A N E L - " H 1 " . C O N T R O L P H O T O - C E L L O N , T I M E C L O C K O F F . P R O G R A M P E R O W N E R . P A L I S A D E S F1 F 1 F 1 F 1 F2 F 2 F 2 F 2 PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P E L E C T R I C A L E L E V A T I O N S E 1 . 3 S C A L E : R E A R E L E V A T I O N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " C O N N E C T A L L B U I L D I N G P E R I M E T E R L I G H T S T O P A N E L - " H 1 " . C O N T R O L P H O T O - C E L L O N , T I M E C L O C K O F F . P R O G R A M P E R O W N E R . S T A I R 0 0 2 H A L L 0 0 1 H A L L 0 0 3 S T O R 0 0 6 M E C H 0 0 7 J A N 0 0 8 HALL003 H A L L 0 0 4 S T A I R 0 0 5 E H - 2 E H - 1 E H - 2 P R P - 1 F7 F 5 F 6 F 6 F 6 F 6 F 6 F 7 F 7 F 7 F 5 F 5 F 5 ( T Y P ) F 5 ( T Y P ) ( T Y P ) F 5 F 7 K E Y N O T E S 1 C O N T R O L A L L C O M M O N A N D E X T E R I O R L I G H T I N G P H O T O - C E L L O N , T I M E C L O C K O F F . P R O V I D E A N D I N S T A L L A G F C I R E C E P T A C L E A T B U I L D I N G S O F F I T F O R U S E B Y O W N E R . 2 PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P L E V E L 0 E L E C T R I C A L E 2 . 0 S C A L E : L E V E L 0 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " S T A I R 1 0 2 H A L L 1 0 1 H A L L 1 0 3 R I S E R 1 0 6 M E C H 1 0 7 J A N 1 0 8 HALL103 E N T R Y 1 0 4 S T A I R 1 0 5 W S - 1 E H - 1 E H - 2 E H - 2 C O M M B O A R D " H 1 " F 5 ( T Y P ) F 5 ( T Y P ) ( T Y P ) F 5 F7 F 7 F 7 F 7 F 7 F 6 F 6 F 8 F 6 F 6 F 8 F 5 F 5 F 5 F 5 K E Y N O T E S 1 C O N T R O L A L L C O M M O N A N D E X T E R I O R L I G H T I N G P H O T O - C E L L O N , T I M E C L O C K O F F . P R O V I D E A N D I N S T A L L A G F C I R E C E P T A C L E A T B U I L D I N G S O F F I T F O R U S E B Y O W N E R . 2 PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P L E V E L 1 E L E C T R I C A L E 2 . 1 S C A L E : L E V E L 1 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " S T A I R 2 0 2 H A L L 2 0 1 H A L L 2 0 3 M E C H 2 0 7 J A N 2 0 8 HALL203 H A L L 2 0 4 S T A I R 2 0 5 W H - 1 " H 2 " P R P - 1 F 5 ( T Y P ) F 5 ( T Y P ) ( T Y P ) F 5 F7 F 7 F 7 F 7 F 7 F 6 F 6 F 6 F 6 F 5 F 5 K E Y N O T E S 1 C O N T R O L A L L C O M M O N A N D E X T E R I O R L I G H T I N G P H O T O - C E L L O N , T I M E C L O C K O F F . P R O V I D E A N D I N S T A L L A G F C I R E C E P T A C L E A T B U I L D I N G S O F F I T F O R U S E B Y O W N E R . 2 PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P L E V E L 2 E L E C T R I C A L E 2 . 2 S C A L E : L E V E L 2 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " S T A I R 3 0 2 H A L L 3 0 1 H A L L 3 0 3 M E C H 3 0 7 JAN308HALL303 H A L L 3 0 ST A I R 3 0 5 E H - 2 E H - 2 W H - 1 F 5 ( T Y P ) F 5 ( T Y P ) ( T Y P ) F 5 F7 F 7 F 7 F 7 F 7 F 6 F 6 F 6 F 6 F 5 F 5 K E Y N O T E S 1 C O N T R O L A L L C O M M O N A N D E X T E R I O R L I G H T I N G P H O T O - C E L L O N , T I M E C L O C K O F F . P R O V I D E A N D I N S T A L L A G F C I R E C E P T A C L E A T B U I L D I N G S O F F I T F O R U S E B Y O W N E R . 2 PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P L E V E L 3 E L E C T R I C A L E 2 . 3 S C A L E : L E V E L 3 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " 3 F SPLIT WIRE TOP FOR DISPOSAL,BOTTOM FOR DISHWASHER.PROTECT WITH GFCI BREAKER3 F SPLIT WIRE TOP FOR DISPOSAL,BOTTOM FOR DISHWASHER.PROTECT WITH GFCI BREAKERF5F10F9 F11 F12F5F5F5F5F5F5F5F12F11F9F10SPLIT WIRE TOP FOR DISPOSAL,BOTTOM FOR DISHWASHER.PROTECT WITH GFCI BREAKER3FF5F5 F5F5 F12F11F10F9PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P T Y P I C A L U N I T S E L E C T R I C A L E 3 . 0 SCALE:TYPICAL VERSION 1 UNIT - ELECTRICAL1/8" = 1' - 0" 1 6 ' 8'0" L I G H T I N G / R E C E P T S - - 1 2 0 / 2 4 0 V . 1 P H . 3 W . S Q D Q O L O A D C E N T E R - V E R S I O N 1 P A N E L 2 0 1 - - 1 2 0 1 0 0 1 4 " X 2 4 " X 4 " S E E L O A D C A L C U L A T I O N S - - - - - W A S H E R ( 1 ) D R Y E R ( 1 ) 3 0 2 - L I G H T I N G / R E C E P T S 2 0 1 2 - 4 0 R A N G E ( 1 ) - - 2 - 1 5 H V A C U N I T ( 2 ) ( 3 ) - - F I R E A L A R M S Y S T E M N O T E : E . C . S H A L L P R O V I D E A N D I N S T A L L A C O M P L E T E B U I L D I N G F I R E A L A R M S Y S T E M T O M E E T N F P A 7 2 , 2 0 1 2 I F C A N D A N Y L O C A L C I T Y R E Q U I R E M E N T S . P R O V I D E A L L D O C U M E N T A T I O N , D R A W I N G S , C A L C ' S A N D E T C . T O C I T Y F O R P E R M I T T I N G A N D I N S T A L L A T I O N . S P E C I A L N O T E S A . P R O V I D E A R C - F A U L T B R E A K E R S O N A L L N E C R E Q U I R E D C I R C U I T S . R E F E R T O N E C C O D E S E C T I O N 2 1 0 . 1 2 B . D . E V E N I F S P E C I F I C A L L Y I N D I C A T E D O N D R A W I N G S , A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K , S H A L L B E C O O R D I N A T E D W I T H T H E A R C H I T E C T U R A L C A S E W O R K E L E V A T I O N D W G S . , T O I N S U R E P R O P E R M O U N T I N G H E I G H T S , E T C . A D J U S T A S N E C E S S A R Y , T O P O S I T I O N D E V I C E S S U C H T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S , O R B E D I R E C T L Y A B O V E S I N K S , O R M I D W A Y B E T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . C . P R O V I D E T A M P E R - P R O O F T Y P E R E C E P T A C L E S I N A L L R E Q U I R E D A R E A S A S P E R C O D E . R E F E R E N C E N E C C O D E S E C T I O N 4 0 6 . 1 1 . P R O V I D E A N D I N S T A L L A L L R E Q U I R E D D E V I C E S A N D C I R C U I T S R E Q ' D I N D W E L L I N G U N I T S A S D E S C R I B E D I N A R T . 2 1 0 N E C . E . E . C . S H A L L C O O R D I N A T E T H E E X A C T P L A C E M E N T O F A L L W A L L D E V I C E S W I T H O W N E R P R I O R T O R O U G H - I N . W A T E R H E A T E R 2 - 3 0 - - - - S P A R E S P A R E ( 1 ) G F C I B R E A K E R T B D M I C R O W A V E ( 1 ) D I S H W A S H E R / D I S P O S A L ( 1 ) L I G H T I N G / R E C E P T S - - 1 2 0 / 2 4 0 V . 1 P H . 3 W . S Q D Q O L O A D C E N T E R - V E R S I O N 2 P A N E L 2 0 1 - - 1 2 0 1 0 0 1 4 " X 2 4 " X 4 " S E E L O A D C A L C U L A T I O N S - - - - - W A S H E R ( 1 ) D R Y E R ( 1 ) 3 0 2 - L I G H T I N G / R E C E P T S 2 0 1 2 - 4 0 R A N G E ( 1 ) - - 2 - 1 5 H V A C U N I T ( 2 ) ( 3 ) - - F I R E A L A R M S Y S T E M N O T E : E . C . S H A L L P R O V I D E A N D I N S T A L L A C O M P L E T E B U I L D I N G F I R E A L A R M S Y S T E M T O M E E T N F P A 7 2 , 2 0 1 2 I F C A N D A N Y L O C A L C I T Y R E Q U I R E M E N T S . P R O V I D E A L L D O C U M E N T A T I O N , D R A W I N G S , C A L C ' S A N D E T C . T O C I T Y F O R P E R M I T T I N G A N D I N S T A L L A T I O N . S P E C I A L N O T E S A . P R O V I D E A R C - F A U L T B R E A K E R S O N A L L N E C R E Q U I R E D C I R C U I T S . R E F E R T O N E C C O D E S E C T I O N 2 1 0 . 1 2 B . D . E V E N I F S P E C I F I C A L L Y I N D I C A T E D O N D R A W I N G S , A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K , S H A L L B E C O O R D I N A T E D W I T H T H E A R C H I T E C T U R A L C A S E W O R K E L E V A T I O N D W G S . , T O I N S U R E P R O P E R M O U N T I N G H E I G H T S , E T C . A D J U S T A S N E C E S S A R Y , T O P O S I T I O N D E V I C E S S U C H T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S , O R B E D I R E C T L Y A B O V E S I N K S , O R M I D W A Y B E T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . C . P R O V I D E T A M P E R - P R O O F T Y P E R E C E P T A C L E S I N A L L R E Q U I R E D A R E A S A S P E R C O D E . R E F E R E N C E N E C C O D E S E C T I O N 4 0 6 . 1 1 . P R O V I D E A N D I N S T A L L A L L R E Q U I R E D D E V I C E S A N D C I R C U I T S R E Q ' D I N D W E L L I N G U N I T S A S D E S C R I B E D I N A R T . 2 1 0 N E C . E . E . C . S H A L L C O O R D I N A T E T H E E X A C T P L A C E M E N T O F A L L W A L L D E V I C E S W I T H O W N E R P R I O R T O R O U G H - I N . W A T E R H E A T E R 2 - 3 0 - - - - S P A R E S P A R E ( 1 ) G F C I B R E A K E R T B D M I C R O W A V E ( 1 ) D I S H W A S H E R / D I S P O S A L ( 1 ) SCALE:TYPICAL VERSION 2 UNIT - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S T Y P I C A L V E R S I O N 1 6 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S E L E C T R I C A L L O A D C A L C U L A T I O N S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 1 6 , 9 2 0 V A @ 1 2 0 / 2 4 0 1 P H . 3 W ) R E M A I N D E R ( 9 , 8 0 0 ) @ 4 0 % W I R I N G : # 2 c u i n c o n d u i t o r # 1 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 H V A C G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 1 6 , 9 2 0 V A 7 0 . 5 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 3 , 0 0 0 V A 1 , 8 0 0 V A 2 , 0 0 0 V A = = 1 9 , 8 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 8 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 3 , 0 0 0 V A 3 , 9 2 0 V A 3 , 0 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 0 0 0 V A = 1 , 0 0 0 V A = G E N E R A L L O A D S T Y P I C A L V E R S I O N 2 6 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S E L E C T R I C A L L O A D C A L C U L A T I O N S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 1 6 , 9 2 0 V A @ 1 2 0 / 2 4 0 1 P H . 3 W ) R E M A I N D E R ( 9 , 8 0 0 ) @ 4 0 % W I R I N G : # 2 c u i n c o n d u i t o r # 1 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 H V A C G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 1 6 , 9 2 0 V A 7 0 . 5 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 3 , 0 0 0 V A 1 , 8 0 0 V A 2 , 0 0 0 V A = = 1 9 , 8 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 8 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 3 , 0 0 0 V A 3 , 9 2 0 V A 3 , 0 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 0 0 0 V A = 1 , 0 0 0 V A = ( 2 ) P R O V I D E A 2 5 A 2 P B R E A K E R I N L I E U O F T H I S 1 5 A 2 P B R E A K E R I N R O O M S 1 0 5 , 2 0 5 A N D 3 0 5 . ( 3 ) P R O V I D E A 1 5 A 1 P B R E A K E R I N A L L L E V E L " 0 " A P A R T M E N T S . ( 2 ) P R O V I D E A 2 5 A 2 P B R E A K E R I N L I E U O F T H I S 1 5 A 2 P B R E A K E R I N R O O M S 1 0 5 , 2 0 5 A N D 3 0 5 . ( 3 ) P R O V I D E A 1 5 A 1 P B R E A K E R I N A L L L E V E L " 0 " A P A R T M E N T S . 3 F SPLIT WIRE TOP FOR DISPOSAL,BOTTOM FOR DISHWASHER.PROTECT WITH GFCI BREAKER S P L I T W I R E T O P F O R D I S P O S A L , B O T T O M F O R D I S H W A S H E R . P R O T E C T W I T H G F C I B R E A K E R 3 FF10 F9F5F5 F5F5F5F5F5F5 F11 F12F12F11F9F10SPLIT WIRE TOP FOR DISPOSAL,BOTTOM FOR DISHWASHER.PROTECT WITH GFCI BREAKER3F3FF5F5 F5F5F5F5F5F5 F12F12F11F11F10F10F9F9PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P T Y P I C A L U N I T S E L E C T R I C A L E 3 . 1 SCALE:TYPICAL VERSION 3 UNIT - ELECTRICAL1/8" = 1' - 0" 1 6 ' 8'0" L I G H T I N G / R E C E P T S - - 1 2 0 / 2 4 0 V . 1 P H . 3 W . S Q D Q O L O A D C E N T E R - V E R S I O N 3 P A N E L 2 0 1 - - 1 2 0 1 0 0 1 4 " X 2 4 " X 4 " S E E L O A D C A L C U L A T I O N S - - - - - W A S H E R ( 1 ) D R Y E R ( 1 ) 3 0 2 - L I G H T I N G / R E C E P T S 2 0 1 2 - 4 0 R A N G E ( 1 ) - - 2 - 1 5 H V A C U N I T ( 2 ) ( 3 ) - - F I R E A L A R M S Y S T E M N O T E : E . C . S H A L L P R O V I D E A N D I N S T A L L A C O M P L E T E B U I L D I N G F I R E A L A R M S Y S T E M T O M E E T N F P A 7 2 , 2 0 1 2 I F C A N D A N Y L O C A L C I T Y R E Q U I R E M E N T S . P R O V I D E A L L D O C U M E N T A T I O N , D R A W I N G S , C A L C ' S A N D E T C . T O C I T Y F O R P E R M I T T I N G A N D I N S T A L L A T I O N . S P E C I A L N O T E S A . P R O V I D E A R C - F A U L T B R E A K E R S O N A L L N E C R E Q U I R E D C I R C U I T S . R E F E R T O N E C C O D E S E C T I O N 2 1 0 . 1 2 B . D . E V E N I F S P E C I F I C A L L Y I N D I C A T E D O N D R A W I N G S , A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K , S H A L L B E C O O R D I N A T E D W I T H T H E A R C H I T E C T U R A L C A S E W O R K E L E V A T I O N D W G S . , T O I N S U R E P R O P E R M O U N T I N G H E I G H T S , E T C . A D J U S T A S N E C E S S A R Y , T O P O S I T I O N D E V I C E S S U C H T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S , O R B E D I R E C T L Y A B O V E S I N K S , O R M I D W A Y B E T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . C . P R O V I D E T A M P E R - P R O O F T Y P E R E C E P T A C L E S I N A L L R E Q U I R E D A R E A S A S P E R C O D E . R E F E R E N C E N E C C O D E S E C T I O N 4 0 6 . 1 1 . P R O V I D E A N D I N S T A L L A L L R E Q U I R E D D E V I C E S A N D C I R C U I T S R E Q ' D I N D W E L L I N G U N I T S A S D E S C R I B E D I N A R T . 2 1 0 N E C . E . E . C . S H A L L C O O R D I N A T E T H E E X A C T P L A C E M E N T O F A L L W A L L D E V I C E S W I T H O W N E R P R I O R T O R O U G H - I N . W A T E R H E A T E R 2 - 3 0 - - - - S P A R E S P A R E ( 1 ) G F C I B R E A K E R T B D M I C R O W A V E ( 1 ) D I S H W A S H E R / D I S P O S A L ( 1 ) L I G H T I N G / R E C E P T S - - 1 2 0 / 2 4 0 V . 1 P H . 3 W . S Q D Q O L O A D C E N T E R - V E R S I O N 4 P A N E L 2 0 1 - - 1 2 0 1 0 0 1 4 " X 2 4 " X 4 " S E E L O A D C A L C U L A T I O N S - - - - - W A S H E R ( 1 ) D R Y E R ( 1 ) 3 0 2 - L I G H T I N G / R E C E P T S 2 0 1 2 - 4 0 R A N G E ( 1 ) - - 2 - 1 5 H V A C U N I T ( 2 ) ( 3 ) - - F I R E A L A R M S Y S T E M N O T E : E . C . S H A L L P R O V I D E A N D I N S T A L L A C O M P L E T E B U I L D I N G F I R E A L A R M S Y S T E M T O M E E T N F P A 7 2 , 2 0 1 2 I F C A N D A N Y L O C A L C I T Y R E Q U I R E M E N T S . P R O V I D E A L L D O C U M E N T A T I O N , D R A W I N G S , C A L C ' S A N D E T C . T O C I T Y F O R P E R M I T T I N G A N D I N S T A L L A T I O N . S P E C I A L N O T E S A . P R O V I D E A R C - F A U L T B R E A K E R S O N A L L N E C R E Q U I R E D C I R C U I T S . R E F E R T O N E C C O D E S E C T I O N 2 1 0 . 1 2 B . D . E V E N I F S P E C I F I C A L L Y I N D I C A T E D O N D R A W I N G S , A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K , S H A L L B E C O O R D I N A T E D W I T H T H E A R C H I T E C T U R A L C A S E W O R K E L E V A T I O N D W G S . , T O I N S U R E P R O P E R M O U N T I N G H E I G H T S , E T C . A D J U S T A S N E C E S S A R Y , T O P O S I T I O N D E V I C E S S U C H T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S , O R B E D I R E C T L Y A B O V E S I N K S , O R M I D W A Y B E T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . C . P R O V I D E T A M P E R - P R O O F T Y P E R E C E P T A C L E S I N A L L R E Q U I R E D A R E A S A S P E R C O D E . R E F E R E N C E N E C C O D E S E C T I O N 4 0 6 . 1 1 . P R O V I D E A N D I N S T A L L A L L R E Q U I R E D D E V I C E S A N D C I R C U I T S R E Q ' D I N D W E L L I N G U N I T S A S D E S C R I B E D I N A R T . 2 1 0 N E C . E . E . C . S H A L L C O O R D I N A T E T H E E X A C T P L A C E M E N T O F A L L W A L L D E V I C E S W I T H O W N E R P R I O R T O R O U G H - I N . W A T E R H E A T E R 2 - 3 0 - - - - S P A R E S P A R E ( 1 ) G F C I B R E A K E R T B D M I C R O W A V E ( 1 ) D I S H W A S H E R / D I S P O S A L ( 1 ) SCALE:TYPICAL VERSION 4 UNIT - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S T Y P I C A L V E R S I O N 3 6 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S E L E C T R I C A L L O A D C A L C U L A T I O N S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 1 6 , 9 2 0 V A @ 1 2 0 / 2 4 0 1 P H . 3 W ) R E M A I N D E R ( 9 , 8 0 0 ) @ 4 0 % W I R I N G : # 2 c u i n c o n d u i t o r # 1 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 H V A C G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 1 6 , 9 2 0 V A 7 0 . 5 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 3 , 0 0 0 V A 1 , 8 0 0 V A 2 , 0 0 0 V A = = 1 9 , 8 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 8 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 3 , 0 0 0 V A 3 , 9 2 0 V A 3 , 0 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 0 0 0 V A = 1 , 0 0 0 V A = G E N E R A L L O A D S T Y P I C A L V E R S I O N 4 6 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S E L E C T R I C A L L O A D C A L C U L A T I O N S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 1 6 , 9 2 0 V A @ 1 2 0 / 2 4 0 1 P H . 3 W ) R E M A I N D E R ( 9 , 8 0 0 ) @ 4 0 % W I R I N G : # 2 c u i n c o n d u i t o r # 1 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 H V A C G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 1 6 , 9 2 0 V A 7 0 . 5 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 3 , 0 0 0 V A 1 , 8 0 0 V A 2 , 0 0 0 V A = = 1 9 , 8 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 8 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 3 , 0 0 0 V A 3 , 9 2 0 V A 3 , 0 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 0 0 0 V A = 1 , 0 0 0 V A = ( 2 ) P R O V I D E A 2 5 A 2 P B R E A K E R I N L I E U O F T H I S 1 5 A 2 P B R E A K E R I N R O O M S 1 0 5 , 2 0 5 A N D 3 0 5 . ( 3 ) P R O V I D E A 1 5 A 1 P B R E A K E R I N A L L L E V E L " 0 " A P A R T M E N T S . ( 2 ) P R O V I D E A 2 5 A 2 P B R E A K E R I N L I E U O F T H I S 1 5 A 2 P B R E A K E R I N R O O M S 1 0 5 , 2 0 5 A N D 3 0 5 . ( 3 ) P R O V I D E A 1 5 A 1 P B R E A K E R I N A L L L E V E L " 0 " A P A R T M E N T S . 3 F SPLIT WIRE TOP FOR DISPOSAL,BOTTOM FOR DISHWASHER.PROTECT WITH GFCI BREAKER F12F11F10F9F5F5F5F5PLOT DATE: 4/27/2023 \\PAYNEFILESERVER\Main File Storage\2023\Palisades Apts - 2336\10_Working Drawings\2336E1.dwgTHESE DRAWINGS OR ANY PARTS THEREOF, AS INSTRUMENTS OF SERVICE, REMAIN THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED OR USED ON OTHER WORK WITHOUT THEIR WRITTEN CONSENT 9 2 0 E A S T 8 0 0 N O R T H # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M REVISIONS P . E . J O B # 2 3 3 6 P o c a t e l l o , I d a h o 8 3 2 0 1 E n g i n e e r i n g I n c . 1 8 2 3 E . C e n t e r t e l ( 2 0 8 ) 2 3 2 - 4 4 3 9 w w w . p a y n e e n g i n e e r i n g i n c . c o m E D L R E E N I G N E OH A D I F O E T A T E N Y A P D D O T 8 2 7 0 S R E T S I G E R A N O I S S E F ORP A N E W B U I L D I N G F O R : P A L I S A D E S A P A R T M E N T S R E X B U R G , I D A H O 4 - 2 7 - 2 0 2 3 D R A W N B Y : T E P T Y P I C A L U N I T S E L E C T R I C A L & S E R V I C E E 3 . 2 SCALE:TYPICAL VERSION 5 UNIT - ELECTRICAL1/8" = 1' - 0" 1 6 ' 8'0" L I G H T I N G / R E C E P T S - - 1 2 0 / 2 4 0 V . 1 P H . 3 W . S Q D Q O L O A D C E N T E R - V E R S I O N 5 P A N E L 2 0 1 - - 1 2 0 1 0 0 1 4 " X 2 4 " X 4 " S E E L O A D C A L C U L A T I O N S - - - - - W A S H E R ( 1 ) D R Y E R ( 1 ) 3 0 2 - L I G H T I N G / R E C E P T S 2 0 1 2 - 4 0 R A N G E ( 1 ) - - 2 - 1 5 H V A C U N I T ( 2 ) ( 3 ) - - F I R E A L A R M S Y S T E M N O T E : E . C . S H A L L P R O V I D E A N D I N S T A L L A C O M P L E T E B U I L D I N G F I R E A L A R M S Y S T E M T O M E E T N F P A 7 2 , 2 0 1 2 I F C A N D A N Y L O C A L C I T Y R E Q U I R E M E N T S . P R O V I D E A L L D O C U M E N T A T I O N , D R A W I N G S , C A L C ' S A N D E T C . T O C I T Y F O R P E R M I T T I N G A N D I N S T A L L A T I O N . S P E C I A L N O T E S A . P R O V I D E A R C - F A U L T B R E A K E R S O N A L L N E C R E Q U I R E D C I R C U I T S . R E F E R T O N E C C O D E S E C T I O N 2 1 0 . 1 2 B . D . E V E N I F S P E C I F I C A L L Y I N D I C A T E D O N D R A W I N G S , A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K / C A S E W O R K , S H A L L B E C O O R D I N A T E D W I T H T H E A R C H I T E C T U R A L C A S E W O R K E L E V A T I O N D W G S . , T O I N S U R E P R O P E R M O U N T I N G H E I G H T S , E T C . A D J U S T A S N E C E S S A R Y , T O P O S I T I O N D E V I C E S S U C H T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S , O R B E D I R E C T L Y A B O V E S I N K S , O R M I D W A Y B E T W E E N T I L E W O R K / W A L L O R W A I N S C O A T I N G , E T C . C . P R O V I D E T A M P E R - P R O O F T Y P E R E C E P T A C L E S I N A L L R E Q U I R E D A R E A S A S P E R C O D E . R E F E R E N C E N E C C O D E S E C T I O N 4 0 6 . 1 1 . P R O V I D E A N D I N S T A L L A L L R E Q U I R E D D E V I C E S A N D C I R C U I T S R E Q ' D I N D W E L L I N G U N I T S A S D E S C R I B E D I N A R T . 2 1 0 N E C . G E N E R A L L O A D S T Y P I C A L V E R S I O N 5 6 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S E L E C T R I C A L L O A D C A L C U L A T I O N S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 1 6 , 9 2 0 V A @ 1 2 0 / 2 4 0 1 P H . 3 W ) R E M A I N D E R ( 9 , 8 0 0 ) @ 4 0 % W I R I N G : # 2 c u i n c o n d u i t o r # 1 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 H V A C G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 1 6 , 9 2 0 V A 7 0 . 5 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 3 , 0 0 0 V A 1 , 8 0 0 V A 2 , 0 0 0 V A = = 1 9 , 8 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 8 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 3 , 0 0 0 V A 3 , 9 2 0 V A 3 , 0 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 0 0 0 V A = 1 , 0 0 0 V A = E . E . C . S H A L L C O O R D I N A T E T H E E X A C T P L A C E M E N T O F A L L W A L L D E V I C E S W I T H O W N E R P R I O R T O R O U G H - I N . W A T E R H E A T E R 2 - 3 0 - - - - S P A R E S P A R E ( 1 ) G F C I B R E A K E R T B D M I C R O W A V E ( 1 ) D I S H W A S H E R / D I S P O S A L ( 1 ) M M M G R O U N D P E R N E C A P A R T M E N T L O A D C E N T E R M M M M N O S C A L E B U I L D I N G S E R V I C E M M M M M P O W E R C O M P A N Y T R A N S F O R M E R M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M AP A R T M E N T L O A D S ELECT R I C A L S E R V I C E APPLICATION O F D E M A N D F A C T O R S LOAD C A L C U L A T I O N S S E R V I C E S I Z E RECOMMENDED SERVICE SIZE IN A M P S MIN. SERVICE SIZE IN AMPS 182,8 6 0 V A @ 1 2 0 / 2 4 0 V 1 Ø 3 W ) BREAKER 684, 0 0 0 V A X . 2 4 TOT A L D E M A N D GENERAL LOAD PER NEC 220.84 APARTMENT: 60 UNITS X 22,800 VA 1 6 4 , 1 6 0 V A 1 8 2 , 8 6 0 V A 7 6 2 A M P S 8 0 0 A M P S 8 0 0 A - 2 P = = SUB-TO T A L ( A P A R T M E N T L O A D S ) 6 8 4 , 0 0 0 V A 6 8 4 , 0 0 0 V A * ENGINEERING OPINION OF PROBAB L E D E M A N D : 8 8 K W HOU S E P A N E L 1 8 , 7 0 0 V A = 1 0 0 A 2 P B R E A K E R ( T Y P I C A L ) 1 1 / 2 " C . , 3 - # 2 + G R O U N D C U O R # 1 S E R A L C A B L E C O N D U I T A N D W I R E A S D I R E C T E D B Y P O W E R C O M P A N Y 8 0 0 A M P . M A I N B R K R . 1 Ø , 3 W 1 2 0 / 2 4 0 V 2 2 K A I C ( 2 ) P R O V I D E A 2 5 A 2 P B R E A K E R I N L I E U O F T H I S 1 5 A 2 P B R E A K E R I N R O O M S 1 0 5 , 2 0 5 A N D 3 0 5 . ( 3 ) P R O V I D E A 1 5 A 1 P B R E A K E R I N A L L L E V E L " 0 " A P A R T M E N T S . LEVEL "0" RECEPTACLES1000500 120/240V 1Ø SQ D QO -"H1"20115001500120 10020"x39"x5 3/4"SEE RISER 8500708310000SEE RISER DETERMINED TO BE LEVEL "0" RECEPTACLESLEVEL "1" RECEPTACLESLEVEL "1" RECEPTACLESLEVEL "1" WS-1COMM. BOARDSPAREBUILDING PERIMETER LIGHTSSITE LIGHTING202---5005005005001000100010001000 LEVEL "0" LIGHTINGLEVEL "1" LIGHTINGLEVEL "0" EH-1LEVEL "1" EH-1LEVEL "0" EH-2220---LEVEL "0" EH-2220---LEVEL "1" EH-2220---LEVEL "1" EH-2220---100010001000100010001000100010001000100010001500150015002000100010001000200020002000LEVEL "2" LIGHTING1000 120/240V 1Ø SQ D QO -"H2"20110001000120 10020"x39"x5 3/4"SEE RISER 450037374500SEE RISER DETERMINED TO BE LEVEL "3" LIGHTINGLEVEL "2" RECEPTACLESLEVEL "2" RECEPTACLESSPARE 1000500500500500 SPARELEVEL "2" WH/1LEVEL "3" EH-2220---LEVEL "3" EH-2220---5005001000100010001000 5005005005005005001000100010001000LEVEL "3" RECEPTACLESLEVEL "3" RECEPTACLESLEVEL "3" WH/1 S P A R E S P A R E P A N E L " H 1 " P A N E L " H 2 " 1 1 / 2 " C . , 3 - # 2 + G R O U N D C U O R # 1 S E R A L C A B L E