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Home My WebLink About_PALISADES APARTMENT - SUBMITAL_4 - 7-7-23ARCHITECT 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 : 6/ 1 2 / 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 / 202312 TITLE SHEET CITY SUBMITTAL 4 - 7 / 6 / 2023 06/12/23 1 ACCESSIBLE UNITS 1 1 1 PL O T D A T E : 5/ 2 2 / 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 05/22/23 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 1 1 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 : 5/ 2 2 / 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 05/22/23 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 2 2 PL O T D A T E : 6/ 1 2 / 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 / 202312 LEVEL 1 FLOOR PLAN A1.1 06/12/23 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/ 1 7 / 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 05/22/23 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:PARTITION TYPE:PARTITION TYPE: SCALE = 1.1/2"=1'-0" WALL TYPE DETAILS PARTITION TYPE: PARTITION TYPE:PARTITION TYPE:PARTITION TYPE: A3.7 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 - 0 3 - 7 - W A L L . 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 WALL TYPE DETAILS 05/04/23 HORIZONTAL SEPARATION TYPICAL ROOF/CEILING ASSEMBLY SCALE = 1.1/2"=1'-0" WALL TYPE DETAILS TYPICAL HORIZONTAL SEPARATION TYPICAL JOIST / BEARING WALL AT UNIT SEPERATIONS A3.8 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 - 0 3 - 7 - W A L L . 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 WALL TYPE 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 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 PARTITION TYPE:PARTITION TYPE:PARTITION TYPE:PARTITION TYPE: SCALE = 1.1/2"=1'-0" WALL TYPE DETAILS PARTITION TYPE: PARTITION TYPE:PARTITION TYPE:PARTITION TYPE: 1 1 A3.7 PL O T D A T E : 5/ 1 6 / 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 3 - 7 - W A L L . 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 WALL TYPE DETAILS 05/22/23 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 - 3 - 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 TYPICAL DETAILS A4.3 05/04/23 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 Fl o o r / C e i l i n g 30 0 0 S e r i e s Ca b l e s Th r o u g h P e n e t r a t i o n s System No. F-C-3008 1.Floor Assembly – The 1 hr fire rated wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of the materials 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 in conjunction 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. (89 mm). 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. 1.1 Chase Wall (Optional, not shown) – The through penetrants (Item No. 2) may be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsum wallboard chase wall constructed of the materials and in the manner specified in the individual U300 Series Wall 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. (51 mm 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 chloride insulation 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 to 10 mm) annular space is present between the cable bundle and the perimeter of the circular cutout. Cables to be rigidly supported on both 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 with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around cable bundle (foil side exposed), secured with two steel tie wires and slid into hole-sawed opening in flooring (Item 1B) and in gypsum wallboard ceiling (Item 1D) 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 of the 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 the exposed edge of the wrap strip layer (top of flooring or sole plate and bottom of gypsum wallboard ceiling or top plate). Generous application of caulk or putty to be applied to fill all gaps at the wrap strip/flooring and wrap strip/gypsum wallboard ceiling or wrap strip/top plate interfaces. 3M COMPANY – CP 25WB+, IC 15WB+, FireDam 150+ caulk, FB-3000 WT sealant, or MP+ Stix putty *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. May 18, 2005 F Rating – 1 Hr T Rating – 1 Hr FC Fl o o r / C e i l i n g 30 0 0 S e r i e s Ca b l e s Th r o u g h P e n e t r a t i o n s System No. F-C-3017 1.Floor-Ceiling Assembly – The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The 2 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in Design Nos. L505, L511 or L536 in the UL Fire Resistance Directory. The F Rating of the firestop system is equal to the rating of the floor-ceiling assembly. The T Rating of the firestop system is 1 and 1-1/2 hr for 1 and 2 hr rated floor-ceiling assemblies, respectively. The general construction features of the floor-ceiling assembly are summarized below: A.Flooring System – Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 1-1/2 in. B.Wood Joists* – For 1 hr fire-rated floor-ceiling assemblies, nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. For 2 hr fire-rated floor-ceiling assemblies, nom 2 by 10 in. lumber joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging and with ends firestopped. C.Gypsum Board* – Nom 4 ft wide by 5/8 in. thick as specified in the individual Floor-Ceiling Design. First layer of wallboard nailed to wood joists. Second layer of wallboard (2 hr fire-rated assembly) screw-attached to furring channels. Max diam of opening is 1-1/2 in. 1.1 Chase Wall (Optional not shown) – The through penetrants (Item No. 2) may be routed through a fire-rated single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A.Studs – Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs. B.Sole Plate – Nom 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly butted. C.Top Plate – The double top plate shall consist of two nom 2 by 6 in. or two sets of parallel 2 by 4 in. lumber plates, tightly butted. Max diam of opening is 1-1/2 in. D.Gypsum Board* – Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2.Cables – Max three conductor with ground No. 12 AWG (or smaller) NM cables with polyvinyl chloride insulation and jacket materials. Min one cable to max seven cables tightly bundled to be installed eccentrically or concentrically in opening with annular space between the cables and the periphery of the opening of min 0 in. (point contact) to max 1-1/4 in. Cables to be rigidly supported on both sides of Floor-Ceiling assembly. 3.Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Min 3/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or sole plate. Min 5/8 in. or 1-1/4 in. thickness of fill material, for 1 and 2 hr rated assemblies, respectively, applied within the annulus, flush with bottom surface of ceiling or top plate. An additional min 1/4 in. crown of fill material applied to perimeter of penetrant at its egress from the top of flooring and underside of ceiling or from top of sole plate and underside of top plate. 3M COMPANY – CP 25WB+ Caulk, FB-3000 WT sealant or MP+ Stix Putty *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. September 03, 2004 F Rating – 1 and 2 Hr (See Item No. 1) T Rating – 1 and 1-1/2 Hr (See Item No. 1) FC Fl o o r / C e i l i n g 30 0 0 S e r i e s Ca b l e s Th r o u g h P e n e t r a t i o n s System No. F-C-3048 1.Floor-Ceiling Assembly – The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction details of the floor-ceiling assembly are summarized below: A.Flooring System – Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 1-1/2 in. (38 mm). B.Wood Joists – Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C.Gypsum Board* – Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Max diam of opening is 1-1/2 in. (38 mm). 1.1 Chase Wall – (Optional, not. shown) - The cables (Item No. 2) may be routed through a fire-rated single, double or staggered wood stud/ gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall 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 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 by 4 in. (51 mm by 102 mm) lumber plates, tightly butted. Max diam of opening is 1-1/2 in. (38 mm). D.Wallboard, Gypsum* – Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2.Cables – Max three conductor with ground No. 12 AWG (or smaller) NM copper cable with polyvinyl chloride insulation and jacket materials or No. 20 A WG (or smaller) Type RG coaxial cable with polyvinyl chloride insulation. Min one cable to max seven cables tightly bundled to be installed eccentrically or concentrically in opening with annular space between the cables and the periphery of the opening of min 0 in. (point contact) to max 1-1/4 in. (0 mm to 32 mm). Cables to be rigidly supported on both sides of Floor-Ceiling assembly. 3.Fill, Void or Cavity Materials* – Caulk or Sealant – Min 3/4 in. (19 mm) thickness of caulk applied within the annulus, flush with top surface of floor or sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with bottom surface of ceiling or top plate. Min 1/2 in. (13 mm) diam bead of caulk applied at the cable/floor or sole plate interface at point contact location on the top surface of floor or sole plate and at the cable/ceiling or top plate interface at point contact location. 3M COMPANY – FireDam 150+, CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. May 18, 2005 F Rating – 1 Hr T Rating – 1 Hr FC Fl o o r / C e i l i n g 30 0 0 S e r i e s Ca b l e s Th r o u g h P e n e t r a t i o n s System No. F-C-3070 May 19, 2005 F Rating – 1 Hr T Rating – 1 Hr 1.Floor-Ceiling Assembly – The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction details of the floor-ceiling assembly are summarized below: A.Flooring System – Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 3 in. (76 mm). B.Wood Joists – Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C.Gypsum Board* – Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Max diam of opening is 3 in. (76 mm). 1.1 Chase Wall (Optional, not. shown) – The through penetrants (Item No. 2) may be routed through a fire-rated single, double or staggered wood stud/gypsum board chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall 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. Max diam of opening is 3 in. (76 mm). 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. (51 mm by 102 mm) lumber plates, tightly butted. Max diam of opening is 3 in. (76 mm). D.Gypsum Board* – Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2.Cables – Max 2 in. diam cable bundle installed eccentrically or concentrically within opening. Annular space between cable bundle and periphery of opening to be min 0 in. (point contact) to max 1 in. (0 mm to 25 mm). Cable bundle to be rigidly supported on both sides of wall. The following types and sizes of cables may be used: A.Max 200 pair No. 22 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B.Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) or PVC jacket. C.Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. D.Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with XLPE or PVC insulation and jacket. E.Max 4/C No. 2/0 AWG (or smaller) copper conductor, aluminum clad or steel clad TECK 90 cable with or without PVC jacketed. F.Max 110/125 fiber optic (F.O.) cable with PVC insulation and jacket. G.Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable with PVC insulation and jacket. H.Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I.Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. J.Through Penetrating Product* – Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the Through Penetrating Product category. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers 3.Fill, Void or Cavity Materials* – Caulk or Sealant – Min 3/4 in. (19 mm) thickness of caulk applied within annulus, flush with top surface of floor or sole plate. Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with bottom surface of ceiling or top plate. Min 1/4 in. (6 mm) diam bead of caulk applied at point contact locations at cable bundle/floor or sole plate interface on top surface of floor or sole plate and at cable bundle/ceiling or top plate interface. 3M COMPANY – CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. FC Wo o d F r a m e F l o o r / C e i l i n g 20 0 0 S e r i e s No n - M e t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. F-C-2396 April 25, 2013 F Rating – 1 Hr T Rating – 1 Hr 1.Floor-Ceiling Assembly - The 1 hr fire rated wood joist floor-ceiling assembly shall be constructed of the materials and in the and in 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 in the 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 or Structural 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 diam of 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 wood stud/gypsum board chase wall having a fire rating consistent with that of the floor ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance 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 of opening 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 or conduit and the periphery of the opening shall be nom 3 4 in, (19 mm). Penetrant to be rigidly supported on both sides of floor-ceiling assembly. 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 in closed (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 accordance with the National Electrical Code (NFPA). 3.Fill, Void or Cavity Material* - Wrap Strip - Min 3 16 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 be recessed within the opening in the gypsum board ceiling board ceiling such as that the bottom of the wrap strip layer is 7 8 in. (22 mm) below the bottom plane of the ceiling. 3M COMPANY 3M FIRE PROTECTION PRODUCTS - Fire Barrier Tuck-In Wrap Strip WS 200, WS 300 or WS 400 4.Fill, Void, Cavity Material*- Sealant - Min 3 4 in (19 mm) thickness of fill material applied within the annulus, flush with the top surface of the floor. Min 5 8 in. (16 mm) thickness of gill material applied within the annulus, flush with the bottom surface of the gypsum board ceiling. 3M COMPANY 3M FIRE PROTECTION PRODUCTS - IC 15WB+, cp25WB+ or FB-3000 WT Sealant * Bearing the UL Classification Mark Reprinted from the Online Certifications Directory With permission from UL © 2013 UL LLC FC Wo o d F r a m e F l o o r / C e i l i n g 20 0 0 S e r i e s No n - M e t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. C-AJ-1001 10 (254) 10 (254) 30 (762) 1 (25) 1 (25)CF or MW Min Caulk Thkns In. (mm) 1/2 (13) (c) March 05, 2007 F Rating – 3 Hr T Rating – 0 Hr W Rating – Class 1 (See Item 4) 1.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick lightweight 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 circular through opening is 32-1/2 in. (826 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 1.A.Steel Sleeve (Optional, not shown) – Nom 12 in. (305 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve cast into concrete floor or wall. Sleeve to be flush with or project max 2 in. (51 mm) from top surface of floor or from both surfaces of wall. As an alternate, nom 12 in. (305 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. 2.Through Penetrant – One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (0 mm, point contact) to max 1-3/8 in. (35 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A.Steel Pipe – Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. A1. Iron Pipe – Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe. B.Conduit – Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit. C.Conduit – Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing. 3.Packing Material – Polyethylene backer rod or nom 1 in. (25 mm) thickness of tightly-packed ceramic (alumina silica) fiber blanket, mineral wool batt or glass fiber insulation material used as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of solid concrete or concrete block wall as required to accommodate the required thickness of caulk fill material (Item 4). As an alternate when max pipe size is 10 in. (254 mm) diam and when max annular space is 1 in. (25 mm), a min 1 in. (25 mm) thickness of tightly-packed ceramic fiber blanket or mineral wool batt packing material may be recessed min 1/2 in. (13 mm) from bottom surface of floor or from either side of solid concrete wall. 4.Fill, Void or Cavity Materials* – Caulk or Sealant – Applied to fill the annular space to the min thickness shown in the following table: (a) BR = Polyethylene backer rod. CF = Ceramic fiber blanket. GF = Glass fiber insulation. MW = Mineral-wool batt. (b) Caulk installed flush with top surface of floor or both surfaces of wall. (c) Caulk installed flush with bottom surface of floor or one surface of solid (non-concrete block) wall. 3M COMPANY – CP 25WB+ or FB-3000 WT (Note: W Rating applies only when FB-3000 WT is used on top surface of floor and when it laps onto concrete for sleeved opening.) Max Pipe Diam In.(mm) Max Annular Space In.(mm) 2-1/2 (64) Packing Mtl Type (a) BR, CF, GF, or MW BR, CF, GF, or MW 1/2 (13) (b) 1 (25) (b) *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory.CA J Co n c r e t e 10 0 0 S e r i e s Me t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. C-AJ-1428 1.Floor or Wall Assembly – Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete floors or min 3 in. (76 mm) thick reinforced lightweight or normal weight concrete walls. Floor assembly may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening 12 in.(305 mm). Max diam of opening in floors constructed of hollow-core concrete is 7 in. (178). See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in Fire Resistance Directory for names of manufacturers. 2.Steel Sleeve (Optional) – Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly.Steel sleeve may be installed flush or may project max 2 in. (51 mm) beyond the floor or wall surfaces. 3.Through Penetrants – One or more metallic pipes, conduits, tubes or flexible metal pipes installed concentrically or eccentrically within opening. Annular space between penetrants and periphery of opening or sleeve shall be min of 0 in. (point contact) to max 2-1/2 in. (0 mm to max 64 mm). The space between penetrants shall be min of 1/4 in. to max 2-1/2 in. (6 mm to max 64 mm). Penetrants to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of penetrants may be used: A.Steel Pipe-Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Iron Pipe – Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. C.Conduit – Nom 4 in. (102 mm) diam (or smaller) steel conduit or steel electrical metallic tubing. D.Copper Tubing – Nom 3 in. (76 mm) diam (or smaller) Type L (or heavier) copper tubing. E.Copper Pipe – Nom 3 in. (76 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 on both 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 on both sides of floor or wall assembly. TITEFLEX CORP, A BUNDY CO. 3.Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC. 3.Firestop System – The details of the firestop system shall be as follows: A.Packing Material – Min 3 in. (76 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or top edge of sleeve or from both surfaces of wall or both ends of sleeve as required to accommodate the required thickness of fill material. In floors constructed of hollow-core concrete, packing material to be recessed from top and bottom surfaces of floor or sleeve as required to accommodate the required thickness of fill material. B.Fill, Void or Cavity Materials* – Caulk or Sealant – Min 1/2 in.-(13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or top edge of sleeve or with both surfaces of wall or both ends of sleeves. In floors constructed of hollow-core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor or sleeve. Min 1/4 in. (6 mm) diam bead of caulk applied to the penetrant/concrete or penetrant/sleeve interface at the point contact location on the top surface of floor or both surfaces of wall or hollow-core concrete. 3M COMPANY – IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant. (Note: W Rating applies only when FB-3000 WT is used.) * Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2006 edition of the UL Fire Resistance Directory. May 18, 2005 F Rating – 2 Hr T Rating – 0 Hr W Rating – Class I (See Item 4) CA J Co n c r e t e 20 0 0 S e r i e s No n - M e t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. C-AJ-2213 1.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick reinforced lightweight 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 3 in. (76 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.Cross linked Polyethylene (PEX) Tubing – Nom 1 in. (25 mm) diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems installed either concentrically or eccentrically within the firestop system. The annular space between tubing and periphery of opening shall be min of 0 in. (point contact) to max 1-7/8 in. (0 mm to max 48 mm). Tubing to be rigidly supported on both sides of floor or wall assembly. 3.Firestop System – The details of the firestop system shall be as follows: A.Packing Material – Min 2 in. (51 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. B.Fill, Void or Cavity Material* – Caulk or Sealant – Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. Min 1/2 in. (13 mm) diam bead of caulk applied to the concrete/tubing interface at the point contact location on the top surface of floor or both surfaces of wall. 3M COMPANY – CP 25WB+, IC 15WB+-caulk or FB-3000 WT sealant. (Note: W Rating applies only when FB-3000 WT sealant is used.) *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 Underwriters Laboratories Inc.® May 18, 2005 F Rating – 2 Hr T Rating – 2 Hr W Rating – Class I (See Item 3) A4.6a TY P I C A L P E N E T R A T I O N D E T A I L S 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 - 6 - P E N . 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 CA J Co n c r e t e 20 0 0 S e r i e s No n - M e t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. C-AJ-2278 August 23, 2004 F Rating – 2 Hr T Rating – 0 Hr W 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 be constructed 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 space between 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 of the 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 in closed (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 of the 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 or supply) piping systems. D.Acrylonitrile Butadiene Styrene (ABS) Pipe – Nom 3 in. diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use 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 strip tightly wrapped around nonmetallic pipe with continuous layers and secured with two 1/4 in. wide bands of filament tape placed 1/2 in. 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 wrap strip layers is 1 4 in.below top surface of floor. For wall assemblies, wrap strip layers to be installed on both sides of wall and recessed 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 GS B.Fill, Void or Cavity Materials* – Sealant – Min 1/4 in. thickness of sealant applied within annular space, flush with top surface of floor 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 Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 Underwriters Laboratories Inc.® CA J Co n c r e t e 30 0 0 S e r i e s CA B L E S Th r o u g h P e n e t r a t i o n s System No. C-AJ-3021 March 28, 2012 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Rating – 2 Hr T Rating – 0 Hr F Rating – 2 Hr FT Rating – 0 Hr FH Rating – 2 Hr FTH Rating – 0 Hr 1.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick lightweight 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 6-1/4 in. (159 mm). See Concrete Blocks* (CAZT) category in the Fire Resistance Directory for names of manufacturers. 1A.Steel Sleeve – (Optional, Not Shown) – Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast into floor or wall assembly. Sleeve to be flush with floor or wall surfaces. 2.Cables – Min 12 percent to max 40 percent fill area per max 4 in. (102 mm) diam steel sleeved through opening. Min 20 percent to max 40 percent fill area per max 6-1/4 in. (159 mm) diam non-sleeved through opening. Cables to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of cables may be used: A.Max 7/C No. 12 AWG multiple copper conductor power and control cables with polyvinyl chloride (PVC) insulation and jacket materials. B.Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 3/4 in. C.Max 200 pair No. 24 AWG copper conductor telephone cables with PVC insulation and jacket materials. D.Max 350 kcmil power cables with PVC insulation and jacket material. 3.Packing Material – Nom 1 in. (25 mm) thickness of ceramic (aluminum silica) fiber blanket or mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed min 1 in. (25 mm) from top surface of floor or sleeve or from both surfaces of wall. 3A.Forming Material* – As an alternate to the packing material in Item 3, nom 4 in. (102 mm) wide strips of min 1/2 in (13 MM) thick compressible mat to be stacked to a thickness greater than the width of the annular space and compression-fitted, edge-first, to fill the annular space to a min 4 in. (102 mm) depth. As an option, the strips of min 1/2 in. (13mm) thick compressible mat may be folded in half, lengthwise, and stacked to a thickness greater than the width of the annular space and compression-fitted, edge-first, to fill the annular space to a min 2 in. (51 mm) depth. Top of forming material to be recessed from top surface of floor or from both surfaces of wall as necessary to accommodate the required thickness of caulk fill material. 3M COMPANY 3M FIRE PROTECTION PRODUCTS – Fire Barrier Packing Material 4.Fill, Void, or Cavity Materials* – Putty – Moldable putty material kneaded by hand and applied to fill annular space (and interstices between cables to max extent possible) to a min depth of 1 in. (25 mm), flush with top surface of floor or sleeve In wall assemblies, required putty depth to be installed symmetrically on both sides of wall. 3M COMPANY 3M FIRE PROTECTION PRODUCTS – Type MPS-2+ *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from UL © 2013 UL LLC CA J Co n c r e t e 30 0 0 S e r i e s CA B L E S Th r o u g h P e n e t r a t i o n s System No. C-AJ-3164 May 22, 2009 F Rating – 2 Hr T Rating – 0 Hr 1.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick reinforced lightweight 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 4 in. (102 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.Cables – Aggregate cross-sectional area of cables in opening to be min 24 percent to max 60 percent of the cross-sectional area inside the opening. The annular space between cables and periphery of opening shall be min of 0 in. (point contact) to max 2 in. (0 mm to 51 mm). Cables to be rigidly supported on both sides of floor or wall assembly. Any combination of the following types and sizes of cable may be used: A.Max 1/C 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) jacket. B.Max 250 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation and jacket. C.Max 7/C No. 12 AWG copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. D.Max 3/C No. 2/0 AWG copper or aluminum conductor cables with PVC insulation and jacket. E.Max 3/C No. 2/0 (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable. F.Max 1-10/125 Fiber Optic (F.O.) cable with PVC insulation and jacket. G.Max 3/C with ground No. 12 AWG (or smaller) copper conductor NM cable with PVC insulation and jacket. H.Max 3/C No. 2/0 AWG copper conductor XHHW-2 w/grd aluminum interlocked armor cable with or without PVC jacket. SERVICE WIRE CO I.Max 3/C No. 2/0 AWG copper conductor XHHW-2 w/grd tray cable. SERVICE WIRE CO 3.Firestop System – The details of the firestop system shall be as follows: A.Packing Material – Min 3 in. (76 mm) thickness of min 4 pcf (64 kg/m³)mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material B.Fill Void or Cavity Materials* – Caulk or Sealant – Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. Min 1/2 (13 mm) in. thickness of fill material applied into interstices of cables on the top surface of floor or both surfaces of wall. Min 1/2 in. (13 mm) diam bead of caulk applied to the cable/concrete interface at the point contact location on the top surface of floor or both surfaces of wall. 3M COMPANY – FD-150+, CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2009 edition of the UL Fire Resistance Directory. WL Gy p s u m 10 0 0 S e r i e s Me t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. W-L-1146 September 03, 2004 F Ratings – 1 and 2 Hr (See Item 1) T Rating – 0 Hr 1.Wall Assembly – The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the 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 mm by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 in. to 6 in. (102 to 152 mm) wider and 4 in. to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is centered in the opening, a 2 in. to 3 in. (51 mm to 76 mm) clearance is present between the penetrating item and the framing in all four sides. B.Gypsum Board* – The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2.Through Penetrant – One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2 in. (0 mm to 51 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A.Steel Pipe – Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Iron Pipe – Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C.Conduit – Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D.Copper Tubing – Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E.Copper Pipe – Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. 3.Fill, Void or Cavity Materials* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. Min 1/2 in. (13 mm) diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 3M COMPANY – CP 25WB+ caulk or FB-3000 WT sealant. *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. WL Gy p s u m 10 0 0 S e r i e s Me t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. W-L-1287 May 19, 2005 F 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 manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the 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 mm by 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 specified in 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 eccentrically within opening. Annular space between penetrants and periphery of opening to be min 0 in. (point contact) to max 2 in. (0 mm to max 51 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 both sides 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 on both 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 on both sides of floor or wall assembly. TITEFLEX CORP, A BUNDY CO 3.Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both 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 both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. 3M COMPANY – IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant. *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. UL System No. W-L-1353 May 02, 2017 ANSI/UL1479 (ASTM E814) F Ratings – 1 and 2 Hr (See Item 1) T Rating – 0 Hr CAN/ULC S115 F Ratings – 1 and 2 Hr (See Item 1) FT Rating – 0 Hr FH Ratings – 1 and 2 Hr (See Item 1) FTH Rating – 0 Hr XHEZ – Through-penetration Firestop Systems XHEZ7 – Through-penetration Firestop Systems Certified for Canada WL Gy p s u m 10 0 0 S e r i e s Me t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s 1.Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A.Studs – Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)(or larger) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B.Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max diam. of opening is 3-1/2 in. (89 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. 2.Metallic Pipe – Metallic pipe, tube or conduit installed within the stud cavity and connected to metallic tee for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Pipe, tube or conduit penetrating wall assembly on one side of wall to be installed either concentrically or eccentrically with the annular space between the penetrant and the periphery of opening of min 0 in. ( 0 mm, point contact) to max 1 in. (25 mm). The following types of metallic pipes, tubes, conduits and tees may be used: A.Steel Pipe – Nom 2 in. (51 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Iron Pipe – Nom 2 in. (51 mm) diam (or smaller) cast or ductile iron pipe. C.Copper Tubing – Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing. D.Copper Pipe – Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe. E.Conduit – Nom 2 in. (51 mm) diam (or smaller) rigid steel conduit or electrical metallic steel tubing (EMT). 2A.Conduit Body* – (Not Shown) - When a steel conduit or EMT is used, nom 2 in. size (or smaller) steel conduit body with steel fittings as an alternate to the metallic tee. Refer to Conduit Fittings (DWTT) category in the UL Electrical Construction Directory. 3.Fill, Void or Cavity Material* – Caulk – Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with surface of wall. At the point contact location between duct and wallboard, a min 1/2 in. (13 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly. 3M COMPANY – IC 15WB+ caulk, CP 25WB+ caulk or FB-3000 WT Sealant WL Gy p s u m 10 0 0 S e r i e s Me t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s System No. W-L-2088 1/2 to 3 (13 to 76) 1/2 to 1-1/4 (13 to 32) 1/2 to 1-1/4 (13 to 32) 1/2 to 1-1/4 (13 to 32) 2 (51) 2 (51) 1 c 1 2 2 1 2 v c v v v 1 1 2 1 0 0 May 23, 2005 F Ratings – 1 and 2 Hr (See Item 1) T Ratings – 0, 1 and 2 Hr (See Item 2) 1.Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the 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 mm by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B.Gypsum Board* – Thickness, type`, number of layers and fasteners as required in the individual Wall and Partition Design. Diam of opening shall be 7/8 in. (22 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 2). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2.Through Penetrants – One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space for max 1-1/4 in. (32 mm) diam pipe or conduit shall be min 0 in. (point contact) to max 7/8 in. (0 mm to max 22 mm). The annular space for pipe or conduit larger than nom 1-1/4 in. (32 mm). diam shall be min 1/2 in. to max 1 in. (13 mm to max 25 mm). Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A.Polyvinyl Chloride (PVC) Pipe – Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B.Polyvinyl Chloride (PVC) Pipe – Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) piping system. C.Chlorinated Polyvinyl Chloride (CPVC) Pipe – Nom 3 in. (76 mm) diam (or smaller) SDR 11 CPVC pipe for use in closed (process or supply) piping systems. D.Rigid Nonmetallic Conduit++ – Nom 3 in. (76 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No 70). E.Electrical Nonmetallic Tubing (ENT)++ – Nom 1 in. (25 mm) diam (or smaller) ENT formed of PVC, installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70). See Rigid Nonmetallic Conduit (DZKT) and b (FKHU) categories in the UL Electrical Construction Equipment Directory for names of manufacturers. F.Acrylonitrile Butadiene Styrene (ABS) Pipe – Nom. 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The hourly T Rating is dependent on the hourly rating of the wall assembly, the pipe or conduit size and whether the pipe is intended for use as a closed or vented system, as shown in the following table. Nom Pipe Diam In. (mm) Wall Assembly Rating Hr Closed (c) or Vented (v) T Rating Hr 3.Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Min thickness of 5/8 in. and 1-1/4 in. (16 mm and 32 mm) of caulk or putty for 1 and 2 hr rated wall assemblies, respectively, applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assembly. At the point contact location between pipe or conduit and gypsum board, a min 1/2 in. (13 mm) diam bead of caulk or putty shall be applied at the pipe or conduit/wallboard interface on both surfaces of wall assembly. 3M COMPANY – CP 25WB+, IC 15WB+ caulk, FB-3000 WT sealant or MP+ Stix putty (Note: CP 25WB+ not suitable for use with CPVC pipes.) +++Bearing the UL Listing Mark. *Bearing the UL Classification Marking Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 Underwriters Laboratories Inc.® System No. W-L-2300 May 19, 2005 F Ratings – 1 & 2 Hr (See Item 1) T Ratings – 0 & 1/2 Hr (See Item 1) WL Gy p s u m 20 0 0 S e r i e s No n - M e t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s 1.Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the 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 mm by 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 specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 4 in. (102 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 1/2 Hr for 1 and 2 Hr rated assemblies, respectively. 2.Through Penetrants – One or more nonmetallic pipes, conduits or tubes installed concentrically or eccentrically within opening. Annular space between penetrants and periphery of opening to be min 0 in. (point contact) to max 1 in. (0 mm to max 25 mm). Space between penetrants shall be min 0 in. (point contact) to max 1 in. (0 mm to max 25 mm). Penetrants to be rigidly supported on both sides of wall. The following types and sizes of penetrants may be used: A.Polyvinyl Chloride (PVC) Pipe – Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B.Rigid Nonmetallic Conduit++ – Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). C.Chlorinated Polyvinyl Chloride (CPVC) Pipe – Nom 1-1/2 in. (38 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. D.Crosslinked Polyethylene (PEX) Tubing – Nom 1 in. (25 mm) diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 3.Fill, Void or Cavity Material* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. 3M COMPANY – IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant (Note: CP 25WB+ not suitable for use with CPVC pipes.) *Bearing the UL Classification Marking Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 Underwriters Laboratories Inc.® A4.6b TY P I C A L P E N E T R A T I O N D E T A I L S 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 - 6 - P E N . 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 System No. W-L-2355 May 19, 2005 F Rating – 1 Hr T Rating – 1 Hr WL Gy p s u m 20 0 0 S e r i e s No n - M e t a l l i c P i p e s Th r o u g h P e n e t r a t i o n s 1.Wall Assembly – The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction 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 Partition Designs. 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-out for use in closed (process or supply) or vented (drain, waste or vent) piping systems, installed within stud cavity. PVC clean-out to be located 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 around perimeter of opening. 3M COMPANY – IC 15WB+, CP 25WB+ caulk, FB-3000 WT sealant or MPP+ putty 4.Cover Plate – Min 6-1/2 in. (165 mm) diam 24 gauge (or heavier) stainless steel cover plate secured to PVC clean-out with stainless steel screw through center of plate. Cover plate to be tightened squarely to wall and shall overlap surface of gypsum board a min 3/4 in. (19 mm) around entire perimeter of opening. *Bearing the UL Classification Marking Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2010 Underwriters Laboratories Inc.® WL Gy p s u m 30 0 0 S e r i e s Ca b l e s Th r o u g h P e n e t r a t i o n s System No. W-L-3030 May 19, 2005 (Formerly System No. 571) F Ratings – 1 and 2 Hr (See Item 1) T Rating – 1/2 Hr L Rating At Ambient – 76 CFM/sq ft (See Item 4) L Rating At 400 F – 7 CFM/sq ft (See Item 4) 1.Wall Assembly – The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the 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 mm by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 in. by 4 in. (51 mm by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B.Gypsum Board* – Nom 5/8 in. (16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum board type, number of layers and sheet orientation shall be as specified in the individual Wall and Partition Design. Diam of circular cutout in gypsum board layers on each side of wall to be 1/2 in. to 3/4 in. (13 mm to 19 mm) larger than diam of tight cable bundle (Item 2). Max diam of cutouts is 4-1/2 in. (114 mm). The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr fire rated wall. 2.Cables – Max 4 in. (102 mm) diam tight bundle of cables centered in circular cutouts in gypsum board and rigidly supported on both sides of wall assembly. Any combination of the following types and sizes of copper conductor cables may be used: A.Max 350 kcmil single-conductor power cables; cross-linked polyethylene (XLPE) or polyvinyl chloride (PVC) insulation. B.Max 7/C No. 12 AWG cables; PVC insulation and jacket. C.Max 3/C No. 2/0 AWG multi conductor power and control cables; XLPE or PVC insulation, XLPE or (PVC) jacket. D.Max 200 pair No. 24 AWG telecommunication cables; PVC insulation and jacket. E.Max 6/94 Fiber Optic (F.O.) cable; PVC insulation and jacket. 3.Fill, Void or Cavity Material* – Wrap Strip – Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side with aluminum foil, supplied in nom 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly-wrapped around cable bundle (foil side out) with seam butted. Wrap strip layer securely bound with steel wire tie and slid into annular space approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip width protrudes from the wall surface on each side of the assembly. 3M COMPANY – FS-195+ 4.Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Min 1/4 in. (6 mm) diam continuous bead of caulk or putty applied to the wrap strip/wall interface and to the exposed edge of the wrap strip approximate 3/4 in. (19 mm) from the wall surface on each side of wall assembly. Caulk or putty to be forced into the interstices of the cable bundle to the max extent possible within the confines of the wrap strip on each side of the wall assembly. 3M COMPANY – CP 25WB+, IC 15WB+, FireDam 150+ caulk, FB-3000 WT sealant or MP+ Stix putty (Note: L Ratings apply only when CP 25WB+ caulk or FB-3000 WT is used.) *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. System No. W-L-5014 August 23, 2011 1.Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A.Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC. B.Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 18 in. (457 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. 1A.Metallic Sleeve — (Optional, Not Shown) - Cylindrical sleeve fabricated from min 0.016 in. (0.41 mm) to max 0.105 in. (2.7 mm) thick sheet steel. Length of steel sleeve to be equal to the thickness of wall. Longitudinal seam of sleeve welded or overlapped min 1 in. (25 mm). The ends of the steel sleeve shall be flush or recessed max 1/4 in. (6 mm) from wall surfaces. 2.Through Penetrants — One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A.Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Iron Pipe — Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. C.Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type M (or heavier) copper tube. D.Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 3.Pipe Coverings* — One of the following types of pipe coverings shall be used: A.Pipe and Equipment Covering Materials* — Max 2 in. (51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between insulated penetrating item and the edge of the through opening shall be min 0 in. (point contact) to max 1-1/4 in. (32 mm). See Pipe and Equipment Covering-Materials* — (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. B.Pipe Covering Materials* — Max 2 in. (51 mm) thick unfaced mineral fiber pipe insulation sized to the outside diam of pipe or tube. Pipe insulation secured with min 18 SWG steel wire spaced max 12 in. (305 mm) OC. The annular space between insulated penetrating item and the edge of the through opening shall be min 0 in. (point contact) to max 1-1/4 in. (32 mm). INDUSTRIAL INSULATION GROUP L L C — High Temperature Pipe Insulation 1200, High Temperature Pipe Insulation BWT or High Temperature Pipe Insulation Thermaloc. C.Sheathing Material* — Used in conjunction with Item 3B. Foil-scrim-kraft or all service jacket material shall be wrapped around the outer circumference of the pipe insulation (Item 3B) with the kraft side exposed. Longitudinal joints and transverse joints sealed with metal fasteners or butt tape. See Sheathing Materials (BVDV) category in the Building Materials Directory for names of manufacturers. Any sheathing material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4.Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. At point contact location between insulated through penetrant and gypsum board, a min 3/8 in. (10 mm) bead of fill material shall be applied to the insulated through penetrant/gypsum board interface on both sides of the wall. SPECIFIED TECHNOLOGIES INC — SpecSeal Series SSS Sealant or SpecSeal LCI Sealant System No. C-AJ-5209 March 05, 2007 F Ratings – 1 and 2 Hr (See Item 3) T Ratings – 0, 3/4 and 1Hr (See Item 4) CA J Co n c r e t e 50 0 0 S e r i e s In s u l a t e d Th r o u g h P e n e t r a t i o n s 1.Floor or Wall Assembly – Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600 - 2400 kg/m³) concrete floors or min 3 in. (76 mm) thick reinforced lightweight or normal weight concrete walls. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening 9 in. (229 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.Steel Sleeve – (Optional) - Nom 9 in. (229 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. Steel sleeve may be installed flush or may project max 2 in. ( 51mm) beyond the floor or wall surfaces. As an alternate, nom 9 in. (229 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. 3.Through Penetrants – One metallic pipe to be installed concentrically or eccentrically within opening. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes may be used: A.Steel Pipe – Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Iron Pipe – Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. C.Copper Tubing – Nom 2 in. (51 mm) diam (or smaller) Type L (or heavier) copper tubing. D.Copper Pipe – Nom 2 in. (51 mm) diam (or smaller) Regular (or heavier) copper pipe. F Rating is 2 Hr for Penetrants A and B. F Rating is 1 Hr for Penetrants C and D. 4.Pipe Covering – Nom 1-1/2 in. (38 mm) thick (or less) hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with product. Annular space between the pipe covering and periphery of opening or sleeve shall be min 1/2 in. to max 1 in. (13 mm to 25 mm). See Pipe and Equipment Covering – Materials – (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a smoke Developed Index of 50 or less may be used. T Rating is 3/4 Hr for nom 1-1/2 in. (38 mm) thick pipe covering for penetrants A and B. T Rating is 1 Hr for nom 1-1/2 in. (38 mm) thick pipe covering for Penetrants C and D. T Rating is 0 Hr for all Penetrants when pipe coverings less than nom 1-1/2 in. (38 mm) thick. 5.Firestop System – The details of the firestop system shall be as follows: A.Packing Material – Min 2 in. (51 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or top edge of sleeve or from both surfaces of wall or both ends of sleeve as required to accommodate the required thickness of fill material. In floors constructed of hollow-core concrete, packing material to be recessed from top and bottom surfaces of floor or sleeve as required to accommodate the required thickness of fill material. B.Fill, Void or Cavity Materials* – Caulk or Sealant – Min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or top edge of sleeve or with both surfaces of wall or both ends of sleeves. In floors constructed of hollow-core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor or sleeve. Min 1/4 in. (6 mm) diam bead of caulk applied to the pipe covering/concrete or pipe covering/sleeve interface at the point contact location on the top surface of floor or both surfaces of wall or hollow-core concrete. 3M COMPANY – IC 15WB+, CP 25WB+ Caulk, or FB-3000 WT Sealant *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. System No. W-L-7077 October 07, 2002 F 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 manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following 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 spaced 16 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 board type, 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 2 hr, 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 nom annular space of min. 0 in. (point contact) to max 1 in. is required within the firestop system. Duct to be rigidly supported on both sides 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 material to 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 of wall. At point contact location, a min 1/2 in. diam bead of fill material shall be applied to the gypsum board/duct interface on both surfaces 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 as Canada), respectively. WL Gy p s u m 70 0 0 S e r i e s Mi s c . M e c h a n i c a l Th r o u g h P e n e t r a t i o n s System No. W-L-7052 May 19, 2005 F Rating – 1 Hr T Rating – 0 Hr 1.Wall Assembly – The 1 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features. A.Studs – Wall framing may consist of either wood studs or steel studs. Wood studs to consist of nom 2 by 4 in. (51 mm by 102 mm) lumber spaced 16 in.( 406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B.Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max size of opening is 14 by 14 in. (356 mm by 356 mm) square. 2.Steel Duct – Nom 12 by 12 in. (305 mm by 305 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct to be centered within opening with a nom annular space of 1 in. (25 mm). Duct to be rigidly supported on both sides of opening. 3.Fill, Void or Cavity Material* – Caulk or Sealant – Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall assembly. 3M COMPANY – CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. WL Gy p s u m 70 0 0 S e r i e s Mi s c . M e c h a n i c a l Th r o u g h P e n e t r a t i o n s System No. W-L-7056 May 19, 2005 F Rating – 2 Hr T Rating – 1/4 Hr 1.Wall Assembly – The 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A.Studs – Wall framing may consist of min 2-1/2 in. (64 mm) wide steel channel studs spaced max 24 in. (610 mm) OC. B.Gypsum Board* – Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max area of opening is 49 sq in. (316 cm²) with max dimension of 7 in. (178 mm). 2.Steel Duct – Nom 6 by 6 in. (152 mm by 152 mm) (or smaller) No. 24 gauge (or heavier) steel duct to be installed either concentrically or eccentrically within the opening. The annular space shall be min 1/4 in. to max 3/4 in. (6 mm to max 19 mm). Duct to be rigidly supported on both sides of wall assembly. 3.Fill, Void or Cavity Materials* – Caulk, Sealant or Putty – Min 1-1/4 in. (32 mm) thickness of moldable putty, applied within the annulus flush with both surfaces of the wall. 3M COMPANY – CP 25WB+, IC 15WB+ caulk, FB-3000 WT sealant or MP+ Stix putty *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. WL Gy p s u m 70 0 0 S e r i e s Mi s c . M e c h a n i c a l Th r o u g h P e n e t r a t i o n s System No. C-AJ-7003 October 05, 2006 F Rating – 3 Hr T Rating – 0 Hr L Rating At Ambient – 1 CFM/sq ft (See Item 3) L Rating At 400 F – less than 1 CFM/sq ft (See Item 3) W Rating – Class I (See Item 3B) 1.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick lightweight 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 18 in. (457 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 1A.Steel Sleeve – Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve, cast into floor or wall flush with floor or wall surfaces. 2.Through Penetrant – One steel duct to be installed either concentrically or eccentrically within the firestop system. An annular space of min 1/2 in. (13 mm) to max 1-1/2 in. (38 mm) is required within the firestop system. Steel duct to be rigidly supported on both sides of floor or wall assembly. The following sizes of steel ducts may be used: A.Steel Duct – Nom 16 in. (406 mm) diam (or smaller) No. 24 gauge (or heavier) spiral wound galv steel duct. B.Steel Vent Duct – Nom 10 in. (254 mm) diam (or smaller) No. 28 gauge (or heavier) galv steel vent duct. 3.Firestop System – The firestop system shall consist of the following: A.Packing Material – Nom 1 in. (25 mm) thickness of tightly-packed mineral wool batt insulation firmly packed into opening as a permanent form. Polyethylene backer rod or nom 1 in. (25 mm) thick glass fiber insulation may be used with steel vent ducts (Item 2B) in lieu of mineral batt insulation. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of caulk fill material. B.Fill, Void or Cavity Materials* – Caulk or Sealant – Min 1 in. (25 mm) thickness of fill material applied within the annulus, flush with top surface of floor or both surfaces of wall assembly. W Rating applies only when FB-3000 WT sealant is used. Water resistance of through penetrant (Item 2) must be considered in addition to water resistance of firestop system. 3M COMPANY – CP 25WB+ or FB-3000 WT (Note: W Rating applies only when FB-3000 WT sealant is used.) *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. A4.6c TY P I C A L P E N E T R A T I O N D E T A I L S 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 - 6 - P E N . 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 System No. F-C-7014 F Rating – 1 hr T Rating – 1 hr 1.Floor - Ceiling Assembly - The 1 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in 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 in the individual 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 Structural 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. Diam of opening 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 wood stud/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 and top 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, tightly butted. 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 be max 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 (or smaller) No. 28 GA (or heavier) steel duct to be installed either concentrically or eccentrically within the opening. Annular space to be min 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 ducts greater 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 top surface of the floor or sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with bottom surface of ceiling 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 chase wall 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 CA J Co n c r e t e 70 0 0 S e r i e s Mi s c . M e c h a n i c a l Th r o u g h P e n e t r a t i o n s System No. C-AJ-7016 January 02, 2009 F Rating – 2 & 3 Hr (See Item 1) T Rating – 0 Hr 1.Floor or Wall Assembly – Min 2-1/2 in. (64 mm) thick or min 4-1/2 in. (114 mm) thick lightweight or normal weight (100-150 pcf or 1600 - 2400 kg/m³) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. The F Rating is 2 hr and 3 hr for min 2-1/2 in. (64 mm) or min 4-1/2 in. (114 mm) thick assemblies. Max area of opening is 576 sq in. (3716 c/m²) with max dimension of 36 in. (914 mm) for 2 hr assemblies and 544 sq in. (3510 c/m²) with max dimension of 34 in. (864 mm) for 3 hr assemblies. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.Through-Penetrants – One steel duct to be installed either concentrically or eccentrically within the firestop system. An annular space of min 0 in. (point contact) to max 4 in. (0 mm to max 102 mm) is required within the firestop system for 2 hr assemblies and min 0 in. (point contact) to max 2 in. (0 mm to max 51 mm) is required within the firestop system for 3 hr assemblies. Steel duct to be rigidly supported on both sides of floor or wall assembly. The following sizes of steel ducts may be used: A.Steel Duct – Nom 32 in. by 14 (813 mm by 356 mm) (or smaller) No. 22 gauge (or heavier) galv steel duct. B.Steel Duct – Nom 30 in. by 12 (762 mm by 305 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct. 3.Firestop System – The firestop system shall consist of the following: A.Packing Material – Nom 1 in. (25 mm) thickness of tightly packed mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of caulk fill material. B.Fill, Void or Cavity Material* – Caulk or Sealant – Min 1 in. (25 mm) thickness of fill material applied within annulus, flush with top surface of floor or both surfaces of wall assembly. At the point contact location between duct and concrete, a min 1/4 in. (6 mm) diam bead of sealant shall be applied to the concrete/duct interface on the top surface of floor and on both surfaces of wall assembly. 3M COMPANY – CP 25WB+, FB-3000 WT or IC 15WB+ C.Retaining Angles – Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap top surface of floor or both surfaces of wall a min of 1 in. (25 mm) Angles attached to duct with min 1/2 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max of 1 in. (25 mm) from each end of duct and spaced a max of 6 in. (152 mm) OC. *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2009 edition of the UL Fire Resistance Directory. CA J Co n c r e t e 00 0 0 S e r i e s Bl a n k s Th r o u g h P e n e t r a t i o n s System No. C-AJ-0004 June 28, 2010 F Ratings – 1, 2, 3 and 4 Hr (See Items 1 and 3) T Ratings – 0 and 1-1/2 Hr (See Item 3) L Rating At Ambient – less than 1 CFM/sq ft (See Item 2) L Rating At 400 F – less than 1 CFM/sq ft (See Item 2) 1.Floor or Wall Assembly – Lightweight or normal weight (100-150 pcf or 1600-2400kg/m³) concrete. Min thickness of concrete floor or wall assembly to be 2-1/2 in. (64 mm) for 1 and 2 hr F Rating, 4-1/2 in. (114 mm) for 3 h F rating and 5-1/2 in. (140 mm) for 4 h F rating. Wall may also be constructed of any UL Classified Concrete Blocks*. Max area of opening 36 sq ft (3.34 m³) with one dimension of opening being 36 in. (914 mm) or less. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.Fill, Void Or Cavity Materials*– Graphite Seal, Caulk, Sealant or Putty (Not Shown) – One layer of 1/2 in. (13 mm) x 1/16 in. (1.6 mm) adhesive backed graphite intumescent seal positioned under intumescent sheet around entire perimeter of through opening or min 1/4 in. (6 mm) diam continuous bead of caulk or putty applied to edge of intumescent sheet at its interface with surface of floor or wall around entire perimeter of through opening. 3M COMPANY – E-FIS or Ultra GS seals, CP 25WB+ caulk, MPS-2+ putty, FB-3000 WT sealant (Note: L Ratings apply only when Type CP 25WB+ or FB-3000 WT sealant caulk is used.) 3.Fill, Void Or Cavity Materials* – Intumescent Sheet – Rigid aluminum foil-faced sheets with galv steel sheet backer. Sheet cut to lap a min of 2 in. (51 mm) on the floor or wall surface on all sides of the through opening. Sheets to be installed with the galv steel sheet backer exposed (aluminum foil facing against floor or wall surface). Sheets secured to both sides of floor or wall assembly using min 3/16 in. (4.8 mm) diam by 1-1/4 in. (32 mm) long steel masonry fasteners with min 1-1/4 in. (32 mm) diam steel washers. Max spacing of fasteners not to exceed 6 in. (152 mm) OC. As an option for 1, 2 and 3 h F ratings in floor assemblies only, the sheet may be installed only on the top surface of the floor (see Configuration A above). When the sheet is installed only on the top surface of the floor, T Rating is 0 h. 3M COMPANY – Type CS-195+ 4.Support Channel – (Not shown) – When area of through opening exceeds 1440 sq in., (9,290 cm²) an intermediate support channel shall be installed on each side of floor or wall assembly, flush with floor or wall surface, near the center of the opening. Support channels to be min 1-5/8 by 1-5/8 in. (41 by 41 mm) and formed of min 0.093 in. (2.36 mm) thick (No. 12 gauge) painted or galv steel. Ends of steel channel bolted or welded to steel angles anchored to inside walls of through opening. Intumescent sheets secured to steel support channels with steel sheet metal screws in conjunction with min 1-1/4 in. (32 mm) diam steel fender washers spaced a max of 4 in. (102 mm) OC. *Bearing the UL Classification Marking Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2010 Underwriters Laboratories Inc.® CA J Co n c r e t e 00 0 0 S e r i e s Bl a n k s Th r o u g h P e n e t r a t i o n s System No. C-AJ-0007 May 21, 2012 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Rating – 3 Hr FT Ratings – 0 and 2 Hr (See Item 2) FH Rating – 3 Hr FTH Ratings – 0 and 2 Hr (See Item 2) F Rating – 3 Hr T Ratings – 0 and 2 Hr (See Item 2) 1.Floor or Wall Assembly – Min 4-1/2 in. (114 mm) thick lightweight 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 4 in. (102 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2.Steel Sleeve – (Optional) – Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. Steel sleeve may be installed flush or may project max 2 in. (51 mm) beyond the floor or wall surfaces. As an alternate, nom 4 in. (102 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. When steel sleeve is used, T Rating is 0 Hr. 3.Packing Material – Min 1 in. (25 mm) thickness of ceramic (alumina silica) fiber blanket or mineral wool batt insulation firmly packed into opening as a permanent form. When steel sleeve (Item 2) is used, min packing material thickness is 2 in. (51 mm). Packing material to be recessed min 1 in. (25 mm) from top surface of floor or floor sleeve or from both surfaces of wall or both ends of wall sleeve to accommodate the required thickness of fill material. 3A.Forming Material* – As an alternate to the packing material in Item 3, nom 4 in. (102 mm) wide strips of min 1/2 in (13 mm) thick compressible mat to be folded in half, lengthwise, and tightly-rolled into a solid 2 in. (51 mm) high cylinder having a diameter greater than the inside diameter of the opening and installed edge-first into the opening. Top of forming material to be recessed min 1 in. (25 mm) from top surface of floor or floor sleeve or from both surfaces of wall or both ends of wall sleeve to accommodate the required thickness of fill material. 3M COMPANY – Fire Barrier Packing Material 4.Fill, Void or Cavity Materials* – Putty – Moldable putty material, applied to fill through opening to a min depth of 1 in. (25 mm). In floors, fill material to be installed flush with top surface of floor or floor sleeve. In walls, fill material to be installed flush with wall surface or end of sleeve on both sides of wall assembly. 3M COMPANY – MPS-2+ Putty *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC CA J Co n c r e t e 00 0 0 S e r i e s Bl a n k s Th r o u g h P e n e t r a t i o n s System No. C-AJ-0060 March 05, 2007 F Rating – 3 Hr T Ratings – 1, 2 and 3 Hr (See Item 2) L Rating At Ambient – Less Than 1 CFM/sq ft L Rating At 400 F – 2 CFM/sq ft W Rating – Class 1 1.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 or wall assembly, flush with floor or wall surfaces. As an alternate, nom 6 in. (152 mm) diam (or smaller) sleeve fabricated from nom 0.019 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 Hr when 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 floor or 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 opening as a permanent form so that the width of the wool is compressed at least 50 percent. Packing material to be recessed from top surface 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 top surface 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 Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. A4.6d TY P I C A L P E N E T R A T I O N D E T A I L S 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 - 6 - P E N . 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 ROOF PLAN 1111 1 PL O T D A T E : 6/ 1 2 / 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 / 202312 ROOF PLAN A5.1 1 2 06/12/23 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 GENERAL STRUCTURAL NOTES SOIL AND FOUNDATIONS 1.Geotechnical investigations shall conform to 2018 IBC 1803. Excavation, grading and fill shall conform to 2018 IBC 1804. Footings and foundations shall be constructed in accordance with 2018 IBC 1807 through 1810. 2.Where required, the owner shall submit a geotechnical investigation report to the building official in accordance with 2018 IBC 1803. The contractor shall inform the registered design professional in responsible charge if the soil conditions are not consistent with the investigation report and the foundation design data. 3.Excavations for any purpose shall not remove lateral support from any footing or foundation without first underpinning or protecting the footing or foundation against settlement or lateral translation (2018 IBC 1804.1). 4.Excavation outside the foundation shall be backfilled with soil that is free of organic material, construction debris, cobbles and boulders or with a controlled low-strength material (CLSM). The backfill shall be placed in lifts and compacted, in a manner that does not damage the foundation or the waterproofing or dampproofing material (2018 IBC 1804.3). 5.The ground immediately adjacent to the foundation shall have a 5-percent slope away from the building for a minimum distance of 10 feet measured perpendicular to the face of the foundation wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5-percent slope shall be provided to an approved alternative method of diverting water away from the foundation. Impervious surfaces within 10 feet of the building foundation shall have a minimum 2-percent slope (2018 IBC 1804.4). 6.Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material and CLSM shall conform to 2018 IBC 1804.6 and 2018 IBC 1804.7, respectively (2018 IBC 1809.2). 7.The top surface of the footings shall be level. The bottom surface of footings is permitted to have a maximum 10-percent slope. Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground has more than a 10-percent slope (2018 IBC 1809.3). 8.The minimum depth of footings below the undisturbed ground surface shall be 12 inches (2018 IBC 1809.4). Foundation walls, piers and other permanent supports shall be extended below the frost line, except where otherwise protected from frost (2018 IBC 1809.5). 9.The placement of footings on or adjacent to 33-percent slopes and steeper shall conform to 2018 IBC 1808.7. 10.Floors of basements shall be placed over base course not less than 4 inches in thickness and a drain shall be installed around the foundation perimeter that consists of gravel or crushed stone containing not more than 10-percent material that passes through a No. 4 sieve (2018 IBC 1805.4.1, 1805.4.2). 11.Backfill shall not be placed against a foundation wall until the wall has sufficient strength and is anchored to the floor above, or is sufficiently braced to prevent damage by the backfill, except bracing is not required for walls supporting less than 4 feet of unbalanced backfill (R404.1.7). 12.Foundation waterproofing and dampproofing shall conform to 2018 IBC 1805. CONCRETE 1.Concrete materials, quality control, and construction shall comply with 2018 IBC Chapter 19 and ACI 318-14. 2.Compressive strength (minimum specified at 28 days) 2.1.Footings: 3,000 psi (2018 IBC 1808.8.1) (2,500 psi used in design) 2.2.Interior floor slabs on grade:3,000 psi 2.3.Exterior floor slabs on grade:4,000 psi 2.4.Suspended slabs: 4,000 psi 2.5.Walls: 3,000 psi (2018 IBC 1904.1) for R-2, R-3 occupancies and appurtenances 4,000 psi for other occupancies 3.Materials 3.1.Cements (ASTM C 150). Concrete exposed to freezing and thawing or deicing chemicals shall conform to the maximum water-cementitious material ratios and minimum compressive strength requirements of ACI 318-14 table 19.3.1.1 & 19.3.2.1. 3.2.Aggregates (ASTM C 33): nominal maximum size of coarse aggregate shall not be larger than 1/5 the narrowest dimension between forms, nor 1/3 the depth of slabs, nor 3/4 the minimum clear spacing between reinforcing bars or wires, tendons, or ducts (ACI 318-14 26.4.2.1). 3.3.Water used in mixing concrete shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances deleterious to concrete or reinforcement (ACI 318-14 26.4.1.3.1.b). 3.4.Admixtures shall be subject to prior approval by the registered design professional in responsible charge (ACI 318-14 26.4.1.4.1.b). 3.5.Concrete exposed to freezing and thawing or deicing chemicals shall be air-entrained with air content indicated in ACI 318-14 Table 19.3.3.1. Tolerance on air content as delivered shall be plus/minus 1.5 percent (ACI 318-14 R26.4.2.1(a)(5)). 4.Steel Reinforcement 4.1.Deformed bars: fy = 60 ksi (ASTM A615) 4.2.Welded plain wire: fy = 60 ksi (ASTM A1064) 4.3.Deformed Bar Anchors (DBA) (ASTM A1064) 4.4.Headed Stud Anchors (HSA) (ASTM A108) 4.5.At the time concrete is placed, reinforcement shall be free from ice, mud, oil, or other nonmetallic coatings that decrease bond (ACI 318-14 26.6.1.2). 4.6.Reinforcement shall be accurately placed and adequately supported before concrete is placed, and shall be secured against displacement (ACI 318-14 26.6.2.2). 4.7.Details of reinforcement shall conform to ACI 318-14 Chapter 25. 5.Minimum concrete cover (ACI 318-14 Table 20.6.1.3.1) 5.1.Concrete cast against and exposed to earth:3 inches 5.2.Concrete exposed to earth or weather: 5.2.1.No. 6 through No. 18 bars: 2 inches 5.2.2.No. 5 bar, W31 wire, and smaller:1.5 inches 5.3.Concrete not exposed to earth or weather: 5.3.1.Slabs, walls, joists No. 11 bar and smaller:0.75 inches 5.3.2.Beams, columns primary reinf., ties, stirrups:1.5 inches 6.Formwork shall conform to ACI 318-14 Sections 26.11 and 26.12 and ACI 347. Forms shall be removed in a manner as not to impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to be damaged by removal operation (ACI 318-14 26.11.2). 7.Conduits, pipes, and sleeves of any material not harmful to concrete and within the limitations of ACI 318-14 20.7 shall be approved by the registered design professional in responsible charge (ACI 318-14 20.7). 8.Construction joints shall be so made and located as not to impair the strength of the structure (ACI 318-14 18.10.9). Sawcut or tooled joint 25% of slab thickness within 12 hours of pour or provide expansion strips with #4x48" @ 16" O.C. crossing the joint. Max spacing between joints shall not exceed 36 times the slab thickness or 15'-0". 9.The thickness of concrete floor slabs on grade shall not be less than 3.5 inches. A 6-mil polyethylene vapor retarder with joints lapped not less than 6 inches (or an equivalent material) shall be placed between the base course or subgrade and the concrete floor slab, except a vapor retarder is not required in detached utility buildings or other unheated facilities (2018 IBC 1907). MASONRY 1.Masonry materials, construction, and quality shall conform to 2018 IBC 2103-2105, TMS 402/602-16 1.1.Compressive strength: f'c = 2,000 psi (TMS 602-16 1.4B.2 TABLE 2) 2.Concrete masonry units (CMU) (ASTM C 90) 2.1.Grade N 2.2.Comprehensive strength: f'm = 2,000 psi (TMS 602-16 1.4B.2 TABLE 2) 3.Mortar (ASTM C 270) 3.1.Type S Portland cement (TMS 402-16 7.4.4.2.2) 3.2.Compressive strength: f'c = 2,000 psi (TMS 602-16 1.4B.2 TABLE 2) 4.Grout (ASTM C 476) 4.1.Type: fine or coarse (2018 IBC 2103.3) 4.2.Compressive strength (minimum specified at 28 days): f'c = 2,000 psi (ASTM C 1019) 5.Steel reinforcement 5.1.Deformed bars: fy = 60 ksi (ASTM A 615 Gr. 60) 6.Bed joint thickness shall be 5/8 inch maximum (TMS 602-16 1.4B.2) 7.Grout shall have an 8”-11” slump using a 3/8” maximum aggregate. Grout lifts shall not exceed 5 feet in height unless noted otherwise. Consolidate by mechanical vibration pours that exceed 12 inches in height. 8.The clear distance between parallel bars shall not be less than the nominal diameter of the bars, nor less than 1 inch (TMS 402-16 6.1.3). Joint reinforcement shall have cover not less than 5/8". (TMS 402-16 6.1.4.2) 9.The diameter of bend measured on the inside of reinforcing bars, other than for stirrups and ties, shall not be less than specified in table 6.1.8 (TMS 402-16 6.1.8.2) 10. All masonry below grade shall be solid grouted. 11. Control joint spacing not to exceed 30'-0". See Architectural for locations. MASONRY AND STONE VENEER 1.Masonry veneer materials, construction, and quality shall conform to 2018 IBC 2103-2105 and TMS 402-16 Chap. 6. 2.Lintels 2.1.Veneer shall not support any vertical load other than the dead load of the veneer above. Veneer above openings shall be supported on lintels of noncombustible materials. Lintels shall have 1 inch of bearing for each 1 foot of span, but not less than 4 inches of bearing. 3.Anchorage 3.1.Veneer shall be anchored to the supporting wall framing with hot-dipped galvanized metal ties. (Strand wire or corrugated sheet metal) 3.2.Engage all anchor ties with a No. 9 gage wire in the center of the veneer and embedded in the mortar joint. (R703.8.4.1) 3.3.Each tie shall be spaced not more than 16 inches on center horizontally and vertically and shall support not more than 2 square feet of wall area. Additional metal ties shall be provided around all wall openings greater than 16 inches in either dimension. (R703.8.4.1) WOOD 1.Wood materials, quality, and construction shall conform to 2018 IBC Chapter 23 and Table 2304.10. 2.Structural lumber (2018 IBC 2303.1.1-9, 2018 NDS) 2.1.Bearing walls: Douglas-Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20) 2.2.Posts: Douglas-Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20) 2.3.Beams and headers:Douglas-Fir Larch (DF) No. 2 (ASTM D 1990, DOC PS 20) 2.4.Heavy timber: Douglas-Fir Larch (DF) No. 1 (ASTM D 1990, DOC PS 20) 2.5.Sill plates: Preservative-treated wood, redwood (AWPA U1 M4) 2.6.Naturally durable or preservative-treated wood shall be used where structural lumber is 18 inches or closer to exposed ground; where structural lumber is in contact with exterior masonry or concrete walls below grade; where sleepers, sills, posts, and columns are on a concrete or masonry slab or footing that is in direct contact with earth; and where structural lumber is attached directly to exterior masonry or concrete walls, unless a 0.5 inch air space on top, sides, and end is provided (2018 IBC 2304.12). 3.Structural logs (ASTM D 3957) - ICC - 400 standard for the design and construction of log structures 4.Structural glued-laminated timber (2018 IBC 2303.1.3, 2018 NDS 5.1.1) 4.1.Single span: 24F-1.8E (24F-V4) (ASTM D 3737, ANSI/AITC A190.1) 4.2.Multiple span: 24F-1.8E Balanced layup (24F-V8) (ASTM D 3737, ANSI/AITC A190.1) 4.3.Cantilever span: 24F-1.8E Balanced layup (24F-V8) (ASTM D 3737, ANSI/AITC A190.1) 5.Structural composite lumber and engineered wood (2018 IBC 2303.1.10, 2018 NDS 8.1.1) 5.1.Laminated strand lumber (LSL) 5.1.1.Ex = 1.3E (ASTM D 5456) 5.1.2.Ex = 1.5E (ASTM D 5456) 5.1.3.Ex = 1.55E (ASTM D 5456) 5.1.4.1.125 inch APA Performance-Rated (or equivalent) rim board - (2018 IBC 2303.1.13, ASTM 7672, ANSI/APA PRR410) 5.2.Laminated veneer lumber (LVL) 5.2.1.Ex = 2.0E (ASTM D 5456) 5.3.Parallel strand lumber (PSL) 5.3.1.Ex = 2.0E (beams) (ASTM D 5456) 5.3.2.Ex = 1.8E (columns) (ASTM D 5456) 5.4.Prefabricated wood I-joist (2018 IBC 2303.1.2, 2018 NDS 7.1.1) (ASTM D 5055) 6.Wood structural panels (2018 IBC 2304.8, 2018 NDS 9.1.3) 6.1.Roof, floor, and wall sheathing: oriented strand board (OSB) (DOC PS 1,2). 6.2.Sheathing shall be manufactured with exterior glue and not less than 4X8 feet, except at boundaries and at changes in framing (2018 IBC 2305.1, AWC SDPWS-2015). 6.3.Wall sheathing 6.3.1.Oriented strand board (OSB) (DOC PS 1,2) 6.3.2.All panel joints in walls shall occur over studs or blocking using a minimum of 8d common nails spaced a maximum of 6 inches at panel edges and 12 inches at intermediate framing (2018 IBC 2306.3). 6.4.Roof and floor sheathing shall be placed perpendicular to supporting framing. Stagger sheathing joints. 7.Fasteners 7.1.Nails (2018 IBC 2303.6, 2018 NDS Table L4) (ASTM F 1667) Pennyweight Common Box Sinker 7.1.1.8d =0.131" X 2.5"0.113" X 2.5"0.113" X 2.375" 7.1.2.10d =0.148" X 3.0"0.128" X 3.0"0.120" X 2.875" 7.1.3.16d =0.162" X 3.5"0.135" X 3.5" 0.148" X 3.250" 7.2.Staples (2018 IBC 2303.6) 7.2.1.16 gage = 1.5X0.4375 inch crown (ASTM F 1667) 7.3.Bolts (2018 NDS 12.1.3, Table L1) 7.3.1.Connector bolts (A307) 7.3.2.Anchor bolts (A307) with a 3X3X0.229 inch washer (2018 IBC 2308.3.1) and 7" min embedment. 7.3.3.Bolt holes shall be drilled with a bit 1/32 inch to 1/16 inch larger than the nominal bolt diameter. 7.4.Lag Screws (2018 NDS 12.1.4, Table L2) (A307) 7.4.1.Lag screws shall be inserted in a drilled pilot hole that is 60%-75% of the shank diameter by turning with a wrench. Do not drive screws with a hammer. Lag screws shall be provided with an oversized washer . 7.5.Fasteners in preservative-treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, silicon bronze or copper (2018 IBC 2304.10.5). 7.6.Sheathing fasteners shall be driven so the head or crown is flush with the sheathing surface (2018 IBC 2304.10.2). 8.Joist hangers and connectors (2018 IBC 2303.5) 8.1.Hanger hardware and other wood connections shall be designed to carry the capacity of the supporting members. 9.Floor framing (2018 IBC 2308.4.2) 9.1.Joists shall not have less than 1.5 inches of bearing on wood or metal, or less than 3 inches on masonry (2018 IBC 2308.4.2.2). Pre-fabricated wood I-joists shall have minimum bearing according to the manufacturer's recommendations and specifications. 9.2.Joists shall be supported laterally at the ends and at each support by full-depth solid blocking, except where nailed to a header or band or rim joist. Solid blocking shall not be less than 2 inches thick (2018 IBC 2308.4.2.3). 9.3.Notches on the ends of joists shall not exceed one-fourth the joist depth. Holes bored in joists shall not be within 2 inches of the top or bottom of the joist. Notches in the top or bottom of joists shall not exceed one-sixth the depth and shall not be located in the middle third of the span (2018 IBC 2308.4.2.4). 9.4.The diameter of holes bored or cut into structural floor members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the notch (R502.8.1). 10. Wall construction (2018 IBC 2308.5) 10.1. Studs shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall be installed at each corner of an exterior wall (2018 IBC 2308.5.2). 10.2. Bearing and exterior wall studs shall be capped with 2-inch thick nominal double top plates, have a width at least equal to the width of the studs, and shall be installed to provide overlapping at corners and intersections with other partitions. End joints in partitions shall be offset at least 48 inches, and shall be nailed with not less than eight 16d common face nails on each side of the joint. (2018 IBC 2308.5.3.2). 10.3. Studs shall have full bearing on a 2-inch thick nominal (or larger) bottom plate or sill having a width at least equal to the width of the stud (2018 IBC 2308.5.3.1). 10.4. In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding 25 percent of its width. In nonbearing partitions, cutting or notching of studs to a depth of not greater than 40 percent of the width is permitted (2018 IBC 2308.5.9). 10.5. A hole with a diameter not greater than 40 percent of the stud width is permitted to be bored in any wood stud. In no case shall the edge of the bored hole be nearer than 0.625 inches to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch (2018 IBC 2308.5.10). 10.6. Bearing walls without wood sheathing or gypsum wall board on either side shall have blocking between wall studs at mid-height. 10.7. Studs shall be spaced at 16 inches on center for exterior walls, interior bearing walls, and shear walls, unless noted otherwise on the plans. 11. Posts and columns 11.1. Columns shall be as wide as the member they support, laterally supported at all floor levels, and extend down through the structure to the foundation. Provide squash blocking at rim joist below all columns, trimmers, and posts. 11.2. Wood columns and posts shall be framed to provide full end bearing (2018 IBC 2304.10.7). 11.3. Posts and columns shall be supported by concrete piers or metal pedestals projecting above concrete or masonry floors or decks exposed to weather or water splash, or in basements, and which support permanent structures, unless naturally durable or preservative-treated wood is used. The pedestal shall project at least 6 inches above exposed earth and at least 1 inch above floors. 11.4. Built-up 2x posts/columns shall have plies face nailed together with (2) rows 16d common @ 12" O.C. 12.Roof and ceiling framing (2018 IBC 2308.7). 12.1. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement in accordance with 2018 IBC 2308.7.8. 12.2. Rafters and joists over three feet long shall be supported using hanger hardware if not supported by bearing. 12.3. Panel edge clips at unsupported roof sheathing edges are recommended for improved performance (APA N335). PREFABRICATED METAL PLATE WOOD TRUSSES 1.Prefabricated metal plate wood trusses shall be designed in accordance with 2018 IBC 2303.4 and shall conform to the structural specifications and design criteria. 2.The truss designer shall provide a truss package that includes the following items: 2.1.Design drawings of each individual truss (2018 IBC 2303.4.3). 2.2.Truss placement diagram for the project (2018 IBC 2303.4.2). 2.3.Truss member permanent bracing specification (2018 IBC 2303.4.1.2). 3.Transfer of loads and anchorage of each truss to the supporting structure shall be approved by the registered design professional in responsible charge (2018 IBC 2303.4.4). 4.Truss members and components shall not be cut, notched, drilled, spliced or otherwise altered in any way without written concurrence and approval of the registered design professional in responsible charge. Alterations resulting in the addition of loads to any member (e.g. HVAC equipment) shall not be permitted without verification that the truss is capable of supporting such additional loading (2018 IBC 2303.4.5). STEEL 1.Structural steel work shall conform to 2018 IBC 2205, AISC 341-16, AISC 358-16, and AISC 360-16. 2.Structural shapes 2.1.W: fy = 50 ksi (ASTM A992) 2.2.M,S,C,MC, and L: fy = 36 ksi (ASTM A36) 2.3.HSS Rectangular: fy = 46 ksi (ASTM A500 Gr.B) 2.4.HSS Round: fy = 42 ksi (ASTM A500 Gr.B) 2.5.Pipe: fy = 35 ksi (ASTM A53 Gr.B) 3.Plates and bars: fy = 36 ksi (ASTM A36) 4.Structural fasteners 4.1.High-strength bolts: fu = 120-150 ksi (ASTM F3125) 4.2.Common bolts:fu = 60 ksi (ASTM A307 Gr. A) 4.2.1.Nuts (ASTM A563) 4.2.2.Washers (ASTM F436) 4.2.3.Steel to steel bolted connections shall be made with high strength-bolts, unless noted otherwise. Bolts shall carry the identifying mark of three radial lines. All other bolted connections shall be made with bolts and nuts conforming to ASTM A307 unless note otherwise. Bolted connections shall be tightened and shall have washers as required by AISC unless noted otherwise. Enlarging holes shall be accomplished by means of reaming. Do not use a torch on any bolt holes. 4.3.Shear studs: fu = 65 ksi (ASTM A108) 4.4.Threaded rods: fy = 36 ksi (ASTM A36) 4.5.Anchor rods: fy = 36 ksi (ASTM F1554 Gr. 36) 5.Steel deck fy = 36 ksi (ASTM A1008) 6.Welding fu = 70 ksi. 6.1.Welding work shall comply with the American Welding Society (AWS) “Structural Welding Code,” excluding items conflicting with AISC requirements. STATEMENT OF SPECIAL INSPECTIONS 1.Special inspections shall conform to 2018 IBC 1704. Special inspections are not required for occupancies in Group U that are accessory to a residential occupancy, and work of a minor nature, unless otherwise required by the building official (2018 IBC 1704.2). 2.The owner shall employ one or more approved agencies to perform inspections during construction where special inspections are required. The special inspector shall provide written documentation to the building official demonstrating his or her competence, for inspection of the particular type of construction or operation requiring special inspection (2018 IBC 1704.2). 3.Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was or was not done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work (2018 IBC 1704.2.4). 4.Special inspections shall be required for proposed work that is, in the opinion of the building official, unusual in nature, such as, but not limited to, construction materials and systems that are alternatives to materials and systems prescribed by code and materials and systems required to be installed in accordance with additional manufacturer's instructions that prescribe requirements not contained in code (2018 IBC 1705.1.1). 5.Soils 5.1.Special inspections for existing site soil conditions, fill placement, and load-bearing requirements shall be as required by 2018 IBC 1705.6 and 2018 IBC Table 1705.6. 5.2.The approved geotechnical report, and the documents prepared by the registered design professional shall be used to determine compliance. During fill placement, the special inspector shall determine that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report (2018 IBC 1705.6). 6.Concrete 6.1.Special inspections for concrete construction shall conform to 2018 IBC 1705.3 and 2018 IBC Table 1705.3. 6.2.Special inspections are not required for isolated spread concrete footings of buildings three stories or less in height that are fully supported on earth or rock, or for continuous concrete footings supporting walls of buildings three stories or less in height that are fully supported on earth or rock where (1) the footings support walls of light-frame construction, (2) the footings are designed in accordance with 2018 IBC Table 1809.7, or (3) the structural design of the footing is based on a specified compressive strength no greater than 2,500 psi, regardless of the compressive strength specified in the construction documents or used in the footing construction. Special inspections are not required for nonstructural concrete slabs on grade, including pre-stressed slabs on grade, where the effective pre-stress in the concrete is less than 150 psi. Special inspections are not required for concrete foundation walls constructed in accordance with 2018 IBC Table 1807.1.6.2, or for concrete patios, driveways and sidewalks on grade (2018 IBC 1705.3). 7.Wood 7.1.Special inspection is required for wood shear walls, shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the seismic-force-resisting system, where the fastener spacing of the sheathing is 4 inches on center or less (2018 IBC 1705.11.1). 7.2.The special inspector shall inspect high-load diaphragms built on site. The special inspector shall inspect the wood structural panel sheathing to ascertain whether it is of the grade and thickness shown on the approved building plans. The special inspector must verify the nominal size of framing. The special inspector shall inspect members at adjoining panel edges, the nail or staple diameter and length, the number of fastener lines and that the spacing between fasteners in each line and at edge margins agrees with the approved building plans (2018 IBC 1705.5.1). 8.Steel 8.1.Special inspections for steel elements shall be as required by 2018 IBC 1705.2, 2018 IBC Table 1705.2.3, AISC 341 and AWS D1.1. 8.2.Special inspection of the steel fabrication process shall not be required where the fabricator does not perform any welding, thermal cutting or heating operation of any kind as part of the fabrication process. In such cases, the fabricator shall be required to submit a detailed procedure for material control that demonstrates the fabricator's ability to maintain suitable records and procedures such that, at any time during the fabrication process, the material specification and grade for the main stress-carrying elements are capable of being determined. Mill test reports shall be identifiable to the main stress-carrying elements when required by the approved construction documents (2018 IBC 1705.2). 9.Masonry 9.1.Special inspections for masonry elements shall conform to 2018 IBC 1705.4. 9.2.Special inspections shall not be required for (1) empirically designed masonry, glass unit masonry or masonry veneer designed by Section 2109, 2110 or Chapter 14, respectively, where they are part of structures classified as Risk Category I, II or III in accordance with Section 1604.5; (2) masonry foundation walls constructed in accordance with 2018 IBC Tables 1807.1.6.3 (1-4); (3) masonry fireplaces, masonry heaters or masonry chimneys installed or constructed in accordance with 2018 IBC 2111, 2112, or 2113 (2018 IBC 1705.4). 9.3.The minimum special inspection program for empirically designed masonry, glass unit masonry and masonry veneer designed by Section 2109, 2110 or Chapter 14, respectively, in structures classified as Risk Category IV, shall comply with TMS 402 Level B Quality Assurance (2018 IBC 1705.4.1). 10. Architectural components 10.1 Periodic special inspection is required during the erection and fastening of exterior cladding and veneer except for architectural components in structures 30 feet or less in height, for cladding and veneer weighing 5 psf or less or for interior non-bearing walls weighing 15 psf or less. (2018 IBC 1705.12.5). POST-INSTALLED ANCHORS 1.Epoxy adhesive anchoring systems: 1.1.Concrete: Hilti HIT-RE 500 V3 (ICC ES ESR-3814) or Simpson SET-XP (ICC ES ESR-2508) or USP/Mitek CIA-GEL 7000-C (IAMPO ER-473) 1.2.Masonry (grouted): Hilti HIT RE100 (ICC ES ESR-3829) or Simpson SET (ICC ES ESR-1772) or USP/Mitek CIA-GEL 7000 (ICC ES ESR-1702) 1.3.The calculated strength of anchorage assumes the following conditions for installation: 21 day minimum age of concrete, maximum short term concrete temperature= 150° F, maximum long term concrete temperature= 110° F, dry concrete surface, and normal weight concrete. See adhesive manufacturer notes for minimum temperature requirements. If conditions are otherwise, contact engineer for anchor specifications. 1.4.Steel reinforcement and rods shall be embedded 10 bar diameters unless noted otherwise in the structural drawings and details. 1.5.Embedded portions of steel reinforcement and rods shall be clean, straight, and free of mill scale, rust and other coatings that impair the bond with the adhesive. Reinforcement must not be bent after installation (ICC ES ESR-3829). 1.6.Installation of adhesive anchors shall be performed by personnel trained to install adhesive anchors. 2.Mechanical expansion anchors: 2.1.Concrete: Hilti KWIK BOLT TZ (ICC ES ESR-1917) 2.2.Masonry: Hilti KWIK BOLT 3 (ICC ES ESR-1385) 2.3.Expansion anchors shall not be used in tensile load applications (e.g. hold-downs, moment frames). 3.Post-installed anchoring systems shall be installed according to the Manufacturer’s Printed Installation Instructions (MPII). Hole cleaning method shall be based on drilling method and borehole conditions and shall conform to the manufacturer’s instructions. STRUCTURAL OBSERVATIONS 1.Where required by the Provisions of Section 1704.6.1 or 1704.6.2, the owner shall employ a registered design professional to perform structural observations as defined in 2018 IBC 202. Prior to the commencement of observations, the structural observer shall submit to the building official a written statement identifying the frequency and extent of the structural observations. At the conclusion of the work, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which have not been resolved (2018 IBC 1704.6). GENERAL 1.Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without 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 specific notes and details are not available. Specific notes and structural details shall take precedence over general notes and typical details. Structural requirements shown in the framing plans and in structural details shall take precedence over structural notes indicated in architectural sections. 3.Printed dimensions shall take precedence over scales shown on construction documents. The registered design professional 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. Structural specifications that are unclear or ambiguous shall be referred to the registered design professional in responsible charge for interpretation or clarification. 5.The registered design professional in responsible charge assumes no liability for the accuracy, completeness, or code compliance 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 immediate attention of the registered design professional in responsible charge and shall be resolved by the same before proceeding with any work involved. 7.Requests for substitutions shall be submitted in writing to the registered design professional in responsible charge and shall include the reasons for the request and any cost differentials. Substitutions are not allowed unless approved in writing by the registered design professional in responsible charge. 8.The contractor shall become familiar with all portions of the construction documents and shall ensure that all subcontractors are 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 registered design professional in responsible charge regarding actual conditions which are not in agreement with the construction documents. 9.The contractor is responsible for the method, means, and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 10.The contractor is responsible for standard connections, unless noted otherwise. The contractor shall obtain additional assistance from the registered design professional in responsible charge for non-standard connections. DESIGN CRITERIA Harris Architecture Palisades Apartments (Rexburg) 3110323 1. 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/hr 5. 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 = 1 6. Earthquake design data 6.1 Mapped acceleration parameters 6.1.1 Latitude, Longitude: 43.814, -111.805 6.1.2 MCE short period Ss = 0.36 SDS = 0.37 6.1.3 MCE 1.0 sec. period S1 = 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 factor R = 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 coefficient Cs = 0.06 6.6.2 Seismic base shear (LRFD)V = 49048 lb 7. 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 = 0.18 8. 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 SUBMITTALS 1. 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). DE T A I L S H E E T S A N D N O T E S HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. GE N E R A L S T R U C T U R A L N O T E S SN1 P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 2018 IBC TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION Verification and inspection Continuous Periodic Standard IBC Reference Special Inspection Agency 1. Inspect reinforcement, including prestressing tendons, and verify placement.--X ACI 318-14 Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4 2. Reinforcing bar welding: AWS D1.4 ACI 318: 26.6.4 -- a. Verify weldability of reinforcing bars other than ASTM A706 --X b. Inspect single-pass fillet welds, maximum 5/16"; and --X c. Inspect all other welds X -- 3. Inspect anchors cast in concrete.--X ACI 318-14: 17.8.2 -- 4. Inspect anchors post-installed in hardened concrete members.b ACI 318-14: 17.8.2.4 ACI 318-14: 17.8.2 --a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.X -- b. Mechanical anchors and adhesive anchors not defined in 4.a.X 5. Verify use of required design mix.--X ACI 318-14: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. X --ASTM C 172, ASTM C 31, ACI 318: 26.4, 26.12 1908.10 7. Inspect concrete and shotcrete placement for proper application techniques.X --ACI 318-14: 26.5 1908.6, 1908.7, 1908.8 8. Verify maintenance of specified curing temperature and techniques.--X ACI 318-14: 26.5.3-26.5.5 1908.9 9. Inspect prestressed concrete for: ACI 318-14: 26.10 --a. Application of prestressing forces; and X -- b. Grouting of bonded prestressing tendons.X -- 10. Inspect erection of precast concrete members.--X ACI 318-14: Ch. 26.9 -- 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. --X ACI 318-14: 26.11.2 -- 12. Inspect formwork for shape, location and dimensions of the concrete member being formed.--X ACI 318-14: 26.11.1.2(b)-- b Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work. TASKS REQUIRED FOR THIS SPECIFIC PROJECT:1, 3, 4, 5, 6, 7, 11, 12 2018 IBC TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS Verification and inspection Continuous Periodic Special Inspection Agency 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.--X 2. Verify excavations are extended to proper depth and have reached proper material.--X 3. Perform classification and testing of compacted fill materials.--X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.X -- 5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.--X TASKS REQUIRED FOR THIS SPECIFIC PROJECT:1, 2, 3, 4, 5 HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SP E C I A L I N S P E C T I O N N O T E S SN2 P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 FW10 FT24 FW 1 0 D FW 1 0 D TYP. FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT 2 4 FT24 FT24 FT24 FT24 TYP. TYP. SF 4 8 SF 4 8 SF 4 8 SF 4 8 SF 4 8 SF 4 8 SF 4 8 SF 4 8 AA AA AA AA AA AA A A A A A A A A A A AAAA A A A K K JJJ J J J J J J J K K L L L L K K CW AD S TYP. FOR ALL FOOTINGS BELOW FOUNDATION WALLS (U.N.O.) TYP. FOR ALL FOUNDATION WALLS (U.N.O.) A FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS REINFORCEMENT TRANSVERSE LENGTHWISE FT24 24 "CONT.10 "-(3) #4 SF48 48 "48 "12 "(6) #4 (6) #4 1. CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALLS AND SPOT FOOTINGS SHALL BE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE. 2. FOOTINGS AND FOUNDATIONS, EXCAVATIONS, GRADING, AND FILL SHALL COMPLY WITH THE PROVISIONS OF THE GEOTECHNICAL REPORT (SEE GSN) FOUNDATION WALL SCHEDULE MARK HEIGHT WIDTH REINFORCEMENT VERTICAL HORIZONTAL PLACEMENT FW10 10'8"#5 @ 10"(10) #4 CENTER FW10D 10'13.5"#5 @ 10"(17) #4 CENTER 1. DOWEL VERTICAL BARS INTO FOOTING. 2. PLACE TOP AND BOTTOM BARS WITHIN 4" OF TOP AND BOTTOM OF WALL. 3. PLACE REINFORCEMENT IN CENTER OF WALL OR NEAR EACH FACE, AS NOTED. HOLD-DOWN SCHEDULE MARK HOLD-DOWN MINIMUM FASTENERS ANCHOR POST A LSTHD8 (SEE NOTE 3) 10d X 2-1/2" (.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST D CS16 (11" END LENGTHS) 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST E MST37 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST F MST48 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST J HDU2-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 5" EMBED. (DRILL & EPOXY)(2) 2X POST K HDU4-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST L HDU5-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7-1/2" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT. 2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST. 3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS. FOUNDATION NOTES FOR WALLS 8'-0" OR GREATER IN HEIGHT: 1.(2) #4 HORIZONTAL BARS REQUIRED WITHIN TOP 6" OF FOUNDATION. HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. FO O T I N G A N D F O U N D A T I O N P L A N S0-0 FOOTING AND FOUNDATION PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 SW 2 SW1 SW1 (2 0 ' - 0 " ) K K JJJ J J SW1 SW1 J J J TYP. TYP. SW 2 (2 0 ' - 0 " ) J J SW 1 K K (1 6 ' - 0 " ) SW 2 L L (1 6 ' - 0 " ) SW 2 L L (1 6 ' - 0 " ) SW 1 K K (1 6 ' - 0 " ) TYP. TYP. TYP. BL GT ZC ZD ZG SHEAR WALL SCHEDULE MARK SHEATHING EDGE NAILING ABUTTING PANEL EDGE FRAMING ANCHORAGE SOLE PLATE SILL PLATE SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32" SW2 7/16"8d @ 4"2X 10d @ 4"5/8" A.B. @ 32" 1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN). 2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C. 3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C. 4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3" O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C. 5. ANCHORAGE NAILS SHALL BE COMMON NAILS. 6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL EXTEND TO WITHIN 1/2" FROM THE SHEATHING. 7. ANCHOR BOLTS MAY BE SUBSTITUTED WITH TITEN HD AT SAME DIAMETER AND SPACING. PROVIDE MIN. 4-1/4" EMBEDMENT FOR 1/2-DIA. BOLTS AND MIN. 4-3/4" EMBEDMENT FOR 5/8-DIA. BOLTS. HOLD-DOWN SCHEDULE MARK HOLD-DOWN MINIMUM FASTENERS ANCHOR POST A LSTHD8 (SEE NOTE 3) 10d X 2-1/2" (.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST D CS16 (11" END LENGTHS) 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST E MST37 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST F MST48 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST J HDU2-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 5" EMBED. (DRILL & EPOXY)(2) 2X POST K HDU4-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST L HDU5-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7-1/2" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT. 2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST. 3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS. HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 0 S H E A R W A L L P L A N S0-1 LEVEL 0 SHEAR WALL PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 TYP. BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L (T O P F L U S H ) (TOP FLUSH) (TOP FLUSH) (TOP FLUSH) (TOP FLUSH) (T O P F L U S H ) (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. P 0 8 P 03 P 0 8 P 03 P 0 8 P 03 P 03 P 08 TYP.TYP. TYP. TYP. TYP. (2X6) (2X6) (2X 6 ) ( 2 X 6 ) (2X6) (2X6) (2X6) (2X 6 ) A HANGER SCHEDULE MARK HANGER HU612 JOIST LEDGER SCHEDULE JOIST MARK LEDGER SIZE FASTENERS FJ 01 1-3/4 X 11-7/8 SCL (3) ROWS SDS25312 SCREWS @ 10" O.C. FJ 02 2 X 8 (2) ROWS SDS25312 SCREWS @ 16" O.C. FJ 03 2 X 8 (2) ROWS SDS25312 SCREWS @ 8" O.C. FJ 04 2 X 8 (2) ROWS SDS25312 SCREWS @ 16" O.C. TYP. TYP. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. ZA MB 01 MB 01 MB 01 MB 01 MB 01 MB 01 MB 01 MB 01 MB 01 MB 01MB 01MB 01MB 01MB 01MB 01MB 01MB 01MB 01 MB 02 MB 02 MB 0 3 MB 04 MB 04 MB 04 MB 04 MB 0 3 IY IY IY IY IAAP GU ZC ZD ZF ZF ZG ZH IY IY FJ 0 3 FJ 0 2 FJ 03 FJ 02 FJ 0 2 FJ 03 FJ 0 3 FJ 01 FJ 0 1 FJ 0 1 FJ 01 A A A A FLOOR JOIST SCHEDULE MARK TYPE FJ 01 11-7/8" TJI 210 @ 16" O.C. FJ 02 2 X 10 @ 16" O.C. FJ 03 2 X 10 @ 12" O.C. 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED JOIST POST SCHEDULE MARK TYPE P 03 (3) 2X POST P 08 (5) 2X POST T 02 (2) TRIM 1. PARALLEL STRAND LUMBER (PSL) 1.8E 2. STEEL PIPE (PIPE STD) A53 3. STEEL HOLLOW SECTION (HSS) A500 4. STEEL COLUMNS REQUIRE BEARING PLATES 5. CONTINUE POSTS TO FDN / STRUCT MEMBER BEAM SCHEDULE MARK TYPE MB 01 (3) 2 X 6 MB 02 (2) 2 X 6 MB 03 (3) 1-3/4 X 9-1/2 LVL MB 04 (3) 1-3/4 X 9-1/2 LVL 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. LAMINATED VENEER LUMBER (LVL) 2.0E 3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E 4. STEEL W-SHAPES A992-50 5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED BEAM 6. ALL HEADERS IN BEARING WALLS TO HAVE MIN. (1) TRIMMER & (1) KING STUD U.N.O. ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE MIN. (2) 2X SUPPORTS U.N.O. SHEATHING SCHEDULE TYPE THICKNESS FLOOR 3/4" OSB (48/24 SPAN RATING) ROOF 7/16" OSB (24/16 SPAN RATING) 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 1 F R A M I N G P L A N S1-0 LEVEL 1 FRAMING PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 NO H O L D - D O W N S R E Q U I R E D SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 SW 2 NO H O L D - D O W N S R E Q U I R E D SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 SW1 SW1 SW1 SW1 SW1 SW1 SW1SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1SW1 TYP. (2 0 ' - 0 " ) E E AA AA AA AA AA AA A A A A A A A A A A AAAA D D DDDD D D A A A A TYP. TYP. SW 2 (2 0 ' - 0 " ) D D SW 1 E E (1 6 ' - 0 " ) SW 2 F F (1 6 ' - 0 " ) SW 2 F F (1 6 ' - 0 " ) SW 1 E E (1 6 ' - 0 " ) Y GT AD H TYP. TYP. TYP. ZC ZD ZG NOTE: APPLY SHEAR WALL SHEATHING TO 2X6 WALL BEFORE 2X4 WALL IS FRAMED (TYP.) SHEAR WALL SCHEDULE MARK SHEATHING EDGE NAILING ABUTTING PANEL EDGE FRAMING ANCHORAGE SOLE PLATE SILL PLATE SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32" SW2 7/16"8d @ 4"2X 10d @ 4"5/8" A.B. @ 32" 1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN). 2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C. 3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C. 4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3" O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C. 5. ANCHORAGE NAILS SHALL BE COMMON NAILS. 6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL EXTEND TO WITHIN 1/2" FROM THE SHEATHING. 7. ANCHOR BOLTS MAY BE SUBSTITUTED WITH TITEN HD AT SAME DIAMETER AND SPACING. PROVIDE MIN. 4-1/4" EMBEDMENT FOR 1/2-DIA. BOLTS AND MIN. 4-3/4" EMBEDMENT FOR 5/8-DIA. BOLTS. HOLD-DOWN SCHEDULE MARK HOLD-DOWN MINIMUM FASTENERS ANCHOR POST A LSTHD8 (SEE NOTE 3) 10d X 2-1/2" (.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST D CS16 (11" END LENGTHS) 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST E MST37 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST F MST48 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST J HDU2-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 5" EMBED. (DRILL & EPOXY)(2) 2X POST K HDU4-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST L HDU5-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7-1/2" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT. 2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST. 3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS. HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 1 S H E A R W A L L P L A N S1-1 LEVEL 1 SHEAR WALL PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 TYP. BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BEARING WALL BEARING WALL BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L (T O P F L U S H ) (TOP FLUSH) (TOP FLUSH) (TOP FLUSH) (TOP FLUSH) (T O P F L U S H ) (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. P 0 3 P 03 P 0 3 P 03 A P 0 3 P 03 P 0 3 P 03 TYP. (2X6) (2X6) (2 X 6 ) (2X6) ( 2 X 6 ) ( 2 X 6 ) (2X6) (2 X 6 ) 2X6 LEDGER WITH (2) ROWS 10d COMMON NAILS @ 16" O.C.2X6 LEDGER WITH (2) ROWS 10d COMMON NAILS @ 24" O.C. HANGER SCHEDULE MARK HANGER HU612 TYP.TYP. JOIST LEDGER SCHEDULE JOIST MARK LEDGER SIZE FASTENERS FJ 01 1-3/4 X 11-7/8 SCL (3) ROWS SDS25312 SCREWS @ 10" O.C. FJ 02 2 X 8 (2) ROWS SDS25312 SCREWS @ 16" O.C. FJ 03 2 X 8 (2) ROWS SDS25312 SCREWS @ 8" O.C. FJ 04 2 X 8 (2) ROWS SDS25312 SCREWS @ 16" O.C. P UB 0 1 UB 0 2 UB 0 2 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03UB 03UB 03UB 03UB 03UB 03UB 03UB 03 UB 04 UB 04 UB 0 2 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 12 UB 0 7 UB 08 UB 08 UB 08 UB 08 UB 0 7 IY IY IY IY IY IY GU UB 09 UB 10 UB 11 UB 11 ZE CU CU IA AP FJ 0 3 FJ 0 2 FJ 03 FJ 02 FJ 0 2 FJ 03 FJ 0 3 FJ 01 FJ 0 1 FJ 0 1 FJ 01 TYP. TYP. TYP. ZC ZD ZG 2X6 RAFTERS @ 24" O.C. TRUSSES @ 24" O.C. 2X6 RAFTERS @ 24" O.C. A A A A UB 12 UB 1 1 UB 1 1 UB 1 1 UB 1 1 ZE UB 1 1 UB 1 1 UB 1 3 ZI ZI UB 1 3 UB 1 1 UB 1 1 FLOOR JOIST SCHEDULE MARK TYPE FJ 01 11-7/8" TJI 210 @ 16" O.C. FJ 02 2 X 10 @ 16" O.C. FJ 03 2 X 10 @ 12" O.C. 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED JOIST POST SCHEDULE MARK TYPE P 03 (3) 2X POST P 08 (5) 2X POST T 02 (2) TRIM 1. PARALLEL STRAND LUMBER (PSL) 1.8E 2. STEEL PIPE (PIPE STD) A53 3. STEEL HOLLOW SECTION (HSS) A500 4. STEEL COLUMNS REQUIRE BEARING PLATES 5. CONTINUE POSTS TO FDN / STRUCT MEMBER BEAM SCHEDULE MARK TYPE UB 01 (3) 2 X 6 UB 02 (2) 2 X 6 UB 03 (2) 2 X 6 UB 04 (2) 2 X 6 UB 05 (2) 2 X 6 UB 06 (3) 2 X 8 UB 07 (3) 1-3/4 X 9-1/2 LVL UB 08 (3) 1-3/4 X 9-1/2 LVL UB 09 (3) 2 X 6 UB 10 (2) 2 X 6 UB 11 C10X15.3 UB 12 (3) 2 X 6 UB 13 HSS4X2X1/8 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. LAMINATED VENEER LUMBER (LVL) 2.0E 3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E 4. STEEL W-SHAPES A992-50 5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED BEAM 6. ALL HEADERS IN BEARING WALLS TO HAVE MIN. (1) TRIMMER & (1) KING STUD U.N.O. ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE MIN. (2) 2X SUPPORTS U.N.O. SHEATHING SCHEDULE TYPE THICKNESS FLOOR 3/4" OSB (48/24 SPAN RATING) ROOF 7/16" OSB (24/16 SPAN RATING) 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 2 F R A M I N G P L A N S2-0 LEVEL 2 FRAMING PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 NO H O L D - D O W N S R E Q U I R E D SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 SW1 SW1 SW1 SW1 SW1 SW1 SW1SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 TYP. TYP. (2 0 ' - 0 " ) D D DD DD DD DD DD DD D D D D D D D D D D DDDD D D D D SW 1 (2 0 ' - 0 " ) D D SW 1 D D (1 6 ' - 0 " ) SW 1 D D (1 6 ' - 0 " ) SW 1 D D (1 6 ' - 0 " ) SW 1 D D (1 6 ' - 0 " ) Y Y Y Y GT H TYP. TYP. TYP. ZC ZD ZG SHEAR WALL SCHEDULE MARK SHEATHING EDGE NAILING ABUTTING PANEL EDGE FRAMING ANCHORAGE SOLE PLATE SILL PLATE SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32" SW2 7/16"8d @ 4"2X 10d @ 4"5/8" A.B. @ 32" 1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN). 2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C. 3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C. 4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3" O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C. 5. ANCHORAGE NAILS SHALL BE COMMON NAILS. 6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL EXTEND TO WITHIN 1/2" FROM THE SHEATHING. 7. ANCHOR BOLTS MAY BE SUBSTITUTED WITH TITEN HD AT SAME DIAMETER AND SPACING. PROVIDE MIN. 4-1/4" EMBEDMENT FOR 1/2-DIA. BOLTS AND MIN. 4-3/4" EMBEDMENT FOR 5/8-DIA. BOLTS. HOLD-DOWN SCHEDULE MARK HOLD-DOWN MINIMUM FASTENERS ANCHOR POST A LSTHD8 (SEE NOTE 3) 10d X 2-1/2" (.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST D CS16 (11" END LENGTHS) 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST E MST37 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST F MST48 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST J HDU2-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 5" EMBED. (DRILL & EPOXY)(2) 2X POST K HDU4-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST L HDU5-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7-1/2" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT. 2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST. 3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS. HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 2 S H E A R W A L L P L A N S2-1 LEVEL 2 SHEAR WALL PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 TYP. BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BEARING WALL BEARING WALL BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L BE A R I N G W A L L T 0 2 T 0 2 T 02 T 0 2 (T O P F L U S H ) (TOP FLUSH) (TOP FLUSH) (TOP FLUSH) (TOP FLUSH) (T O P F L U S H ) (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. (3) ROWS 10d NAILS (EACH SIDE) @ 12" O.C. TYP. TYP.TYP. A HANGER SCHEDULE MARK HANGER HU612 JOIST LEDGER SCHEDULE JOIST MARK LEDGER SIZE FASTENERS FJ 01 1-3/4 X 11-7/8 SCL (3) ROWS SDS25312 SCREWS @ 10" O.C. FJ 02 2 X 8 (2) ROWS SDS25312 SCREWS @ 16" O.C. FJ 03 2 X 8 (2) ROWS SDS25312 SCREWS @ 8" O.C. FJ 04 2 X 8 (2) ROWS SDS25312 SCREWS @ 16" O.C. P UB 0 1 UB 0 1 UB 0 2 UB 0 2 UB 0 2 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03 UB 03UB 03UB 03UB 03UB 03UB 03UB 03UB 03 UB 04 UB 04 UB 0 1 UB 0 1 UB 0 2 UB 0 2 UB 0 2 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 05 UB 06 UB 06 UB 0 7 UB 08 UB 08 UB 08 UB 08 UB 0 7 IY IY IY IY IY IY GU IA AP FJ 0 3 FJ 0 2 FJ 03 FJ 02 FJ 0 2 FJ 03 FJ 0 3 FJ 01 FJ 0 1 FJ 0 1 FJ 01 TYP. TYP. TYP. ZC ZD ZG NOTE: (2) 2X6 OR (3) 2X4 POST REQUIRED TO SUPPORT UB 08 (TYP.) A A A A FLOOR JOIST SCHEDULE MARK TYPE FJ 01 11-7/8" TJI 210 @ 16" O.C. FJ 02 2 X 10 @ 16" O.C. FJ 03 2 X 10 @ 12" O.C. 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED JOIST POST SCHEDULE MARK TYPE P 03 (3) 2X POST P 08 (5) 2X POST T 02 (2) TRIM 1. PARALLEL STRAND LUMBER (PSL) 1.8E 2. STEEL PIPE (PIPE STD) A53 3. STEEL HOLLOW SECTION (HSS) A500 4. STEEL COLUMNS REQUIRE BEARING PLATES 5. CONTINUE POSTS TO FDN / STRUCT MEMBER BEAM SCHEDULE MARK TYPE UB 01 (3) 2 X 6 UB 02 (2) 2 X 6 UB 03 (2) 2 X 6 UB 04 (2) 2 X 6 UB 05 (2) 2 X 6 UB 06 (3) 2 X 8 UB 07 (3) 1-3/4 X 9-1/2 LVL UB 08 (3) 1-3/4 X 9-1/2 LVL UB 09 (3) 2 X 6 UB 10 (2) 2 X 6 UB 11 C10X15.3 UB 12 (3) 2 X 6 UB 13 HSS4X2X1/8 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. LAMINATED VENEER LUMBER (LVL) 2.0E 3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E 4. STEEL W-SHAPES A992-50 5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED BEAM 6. ALL HEADERS IN BEARING WALLS TO HAVE MIN. (1) TRIMMER & (1) KING STUD U.N.O. ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE MIN. (2) 2X SUPPORTS U.N.O. SHEATHING SCHEDULE TYPE THICKNESS FLOOR 3/4" OSB (48/24 SPAN RATING) ROOF 7/16" OSB (24/16 SPAN RATING) 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 3 F R A M I N G P L A N S3-0 LEVEL 3 FRAMING PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 NO H O L D - D O W N S R E Q U I R E D SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 SW 1 NO H O L D - D O W N S R E Q U I R E D SW 1 SW 1 (2 0 ' - 0 " ) NO H O L D - D O W N S R E Q U I R E D SW 1 SW1 SW1 SW1 SW1 SW1 SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 SW1 SW1 SW1 SW1 SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 NO HOLD-DOWNS REQUIRED SW1 TYP. TYP. (2 0 ' - 0 " ) D D D D DD DD DD DD D D D D D D SW 1 D D (1 6 ' - 0 " ) SW 1 D D (1 6 ' - 0 " ) SW 1 D D (1 6 ' - 0 " ) SW 1 D D (1 6 ' - 0 " ) NO HOLD-DOWNS REQUIREDNO HOLD-DOWNS REQUIRED NO HOLD-DOWNS REQUIREDNO HOLD-DOWNS REQUIRED Y Y Y Y GT H EM EM EM EM EMEM EM EM EM EM TYP.ZG SHEAR WALL SCHEDULE MARK SHEATHING EDGE NAILING ABUTTING PANEL EDGE FRAMING ANCHORAGE SOLE PLATE SILL PLATE SW1 7/16"8d @ 6"2X 10d @ 6"5/8" A.B. @ 32" SW2 7/16"8d @ 4"2X 10d @ 4"5/8" A.B. @ 32" 1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN). 2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C. 3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C. 4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3" O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C. 5. ANCHORAGE NAILS SHALL BE COMMON NAILS. 6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL EXTEND TO WITHIN 1/2" FROM THE SHEATHING. 7. ANCHOR BOLTS MAY BE SUBSTITUTED WITH TITEN HD AT SAME DIAMETER AND SPACING. PROVIDE MIN. 4-1/4" EMBEDMENT FOR 1/2-DIA. BOLTS AND MIN. 4-3/4" EMBEDMENT FOR 5/8-DIA. BOLTS. HOLD-DOWN SCHEDULE MARK HOLD-DOWN MINIMUM FASTENERS ANCHOR POST A LSTHD8 (SEE NOTE 3) 10d X 2-1/2" (.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST D CS16 (11" END LENGTHS) 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST E MST37 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST F MST48 10d X 2-1/2" (.148 X 2-1/2")(FLOOR STRAP)(2) 2X POST J HDU2-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 5" EMBED. (DRILL & EPOXY)(2) 2X POST K HDU4-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST L HDU5-SDS2.5 SDS1/4" X 2-1/2" (SDS25212) 5/8" A.B. 7-1/2" EMBED. (SIMPSON SET-3G EPOXY) (2) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT. 2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST. 3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS. HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. LE V E L 3 S H E A R W A L L P L A N S3-1 LEVEL 3 SHEAR WALL PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S 95 PLF DRAG TRUSS 95 PLF DRAG TRUSS 95 PLF DRAG TRUSS 95 PLF DRAG TRUSS 95 PLF DRAG TRUSS PRE - M A N U F A C T U R E D T R U S S E S @ 2 4 " O . C . 95 PLF DRAG TRUSS BEARING WALL BEARING WALL TYP. (S T R U C T U R A L F A S C I A ) (FLUSH) (FLUSH) (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 ) (S T R U C T U R A L F A S C I A ) (FLUSH) (FLUSH) (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 ) (STRUCTURAL FASCIA) (F L U S H ) (STRUCTURAL FASCIA) (F L U S H ) (STRUCTURAL FASCIA) (F L U S H ) (STRUCTURAL FASCIA) (F L U S H ) TYP.TYP.TYP. TYP. TYP. TYP. EM EM EM EMEM EM EM EM EM EM ZB RB 0 1 RB 02 RB 02 RB 0 1 RB 02 RB 0 1 RB 0 1 RB 02 RB 02 RB 0 1 RB 02 RB 0 1 RB 01 RB 0 2 RB 01 RB 0 2 RB 01 RB 0 2 RB 01 RB 0 2 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 0 3 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 04 RB 05 RB 05 RB 05 RB 05 RB 05 RB 05 RB 05 RB 05RB 05 RB 05RB 05 RB 05RB 05 RB 05 RB 06 RB 06 RB 06 RB 06 RB 06 RB 06 RB 06 RB 06 RB 06RB 06RB 06RB 06RB 06 RB 06RB 06 IA AP Q XH RB 05 RB 05 RB 05 RB 05RB 07 RB 07 GU F DESIGN TRUSS FOR ATTIC DOOR OPENING (TYP.) UPSIDE-DOWN LUS26-3 HANGER - TYP. FOR ALL RB 01 TO RB 02 CONNECTIONS WOOD TRUSS LOADS GROUND SNOW LOAD, Pg = 50 PSF FLAT ROOF SNOW LOAD = 35 PSF TOP CHORD DEAD LOAD = 10 PSF BOTTOM CHORD DEAD LOAD = 7 PSF 1. DESIGN SNOW LOADS SHALL BE IN ACCORDANCE WITH ASCE 7-16 CHAP.7 (2018 IBC 1608.1) POST SCHEDULE MARK TYPE P 03 (3) 2X POST P 08 (5) 2X POST T 02 (2) TRIM 1. PARALLEL STRAND LUMBER (PSL) 1.8E 2. STEEL PIPE (PIPE STD) A53 3. STEEL HOLLOW SECTION (HSS) A500 4. STEEL COLUMNS REQUIRE BEARING PLATES 5. CONTINUE POSTS TO FDN / STRUCT MEMBER BEAM SCHEDULE MARK TYPE RB 01 2 X 6 RB 02 (3) 2 X 6 RB 03 (2) 2 X 6 RB 04 (3) 2 X 6 RB 05 (2) 2 X 6 RB 06 (3) 2 X 10 RB 07 (2) 1-3/4 X 9-1/2 LVL 1. DIMENSIONAL LUMBER DF #2 U.N.O. 2. LAMINATED VENEER LUMBER (LVL) 2.0E 3. GLUED-LAMINATED TIMBER (GLB) 24F-1.8E 4. STEEL W-SHAPES A992-50 5. SUFFIXES (A, B, ETC.) DENOTE ALTERNATIVES FOR THE SPECIFIED BEAM 6. ALL HEADERS IN BEARING WALLS TO HAVE MIN. (1) TRIMMER & (1) KING STUD U.N.O. ALL OTHER BEAMS AND GIRDER TRUSSES TO HAVE MIN. (2) 2X SUPPORTS U.N.O. SHEATHING SCHEDULE TYPE THICKNESS FLOOR 3/4" OSB (48/24 SPAN RATING) ROOF 7/16" OSB (24/16 SPAN RATING) 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. FLOOR SHEATHING NAILED & GLUED TO SUPPORT 3. 8d COMMON NAILS 6" O.C. (EDGES) 12" O.C. (FIELD) 4. NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. RO O F F R A M I N G P L A N S4-0 ROOF FRAMING PLAN 1/8" = 1'-0" P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 DE T A I L S H E E T S A N D N O T E S FLOOR INSIDE FOUNDATION NO SCALEZA PRESSURE TREATED SILL PLATE RIM BOARD OR FULL HEIGHT SOLID BLOCKING BETWEEN JOISTS 1/2" AIR GAP OR MOISTURE BARRIER DOUBLE TOP PLATE CONCRETE FOUNDATION WALL (SEE STRUCTURAL) 2X STUD WALL P.T. SILL PLATE CONCRETE SLAB (WHERE OCCURS) CONCRETE FOOTING (SEE STRUCTURAL) ROUGHEN SURFACE W/ AT LEAST 1/4" IRREGULARITIES FIN. GRADE ANCHOR BOLT (SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING) WITH A 3X3X0.229" FLAT WASHER AND 7" MINIMUM EMBEDMENT SEE FLOOR FRAMING PLAN FOR SIZE AND SPACING 6" MI N . MI N . F R O S T D E P T H (S E E S T R U C T U R A L ) GW, GP, SW AND SP SOILS 3" CLR. 3" C L R . WOOD TRUSS - WOOD WALL OUTRIGGER (35 PSF SNOW) NO SCALEZB OUTRIGGER SPAN TABLE (MAX 35 PSF SNOW) SPAN FRAMING 2'-6"2X4 @ 24" O.C. 3'-0"2X4 @ 16" O.C. WOOD TRUSSES FRAMED WALL SHEATHING SEE TABLE FOR OUTRIGGERS AND SPAN GABLE END TRUSS 2X BLOCKING AND HURRICANE TIES PER DETAIL Q 2X BACKSPAN FLAT ROOF SNOW LOAD KICKER SIZE RAFTER SIZE RIDGE BEAM SIZE 0-40 PSF 2X4 2X4 2X6 40-80 PSF 2X6 2X4 2X6 80-120 PSF*(2) 2X4 2X6 2X8 1.SUPPORT ALL RAFTERS AND RIDGE BEAMS WITH KICKERS SPACED AT 48" O.C. MAX. SUPPORT KICKERS ON FRAMING BELOW. *2. FOR SNOW LOADS OF 80-120PSF, ATTACH EACH KICKER TO FRAMING BELOW WITH (1) A35 CLIP. ROOF FRAMING - OVER BUILD FRAMING NO SCALEF SUPPORT OVER-BUILD ON FULL WIDTH OR MULTIPLE 2X LEDGER FASTEN TO LOWER FRAMING WITH (4) 10dX3" NAILS @ EACH TRUSS OR RAFTER BELOW ATTACH RAFTER TO LEDGER WITH (3) 10d TOE NAILS 2X KICKERS (SEE TABLE) ATTACH KICKERS TO FRAMING BELOW WITH (3) 10d TOE NAILS LOWER ROOF FRAMING OR WOOD TRUSSES PROVIDE ROOF SHEATHING ON LOWER ROOF (SEE SHEATHING SCHEDULE) RIDGE OR HIP BEAM (SEE TABLE) OVER-BUILD RAFTERS (SEE TABLE) OR WOOD TRUSS @ 24" O.C. U.N.O. HOLD-DOWN - FLOOR STRAP EN D L E N G T H EN D L E N G T H CL E A R S P A N NO SCALEH POST (SEE HOLD-DOWN SCHEDULE) FLOOR-TO-FLOOR STRAP (SEE HOLD-DOWN SCHEDULE) PROVIDE EQUAL END LENGTHS NAILS NOT REQUIRED IN CLEAR SPAN PROVIDE MINIMUM 1-5/8" TO FIRST NAIL PROVIDE MAX NAILING IN EACH END LENGTH (SEE HOLD-DOWN SCHEDULE FOR FASTENER TYPE) BEARING WALL - EXTERIOR TO FLOOR (150 PLF UNIT SHEAR) NO SCALEP 2X STUD WALL SOLE PLATE NAILING SOLE PLATE (BOTTOM PLATE) FLOOR SHEATHING FLOOR JOISTS (SEE STRUCTURAL) PROVIDE FULL-HEIGHT BLOCKING @ 48" O.C. IN FIRST TWO BAYS WHEN JOISTS ARE PARALLEL TO WALL OR PROVIDE GYPSUM BOARD TO FLOOR ASSEMBLY PROVIDE MINIMUM JOIST BEARING (SEE MANUFACTURER)SOLID BLOCKING AT WALL SHEATHING PANEL EDGES 2X DOUBLE TOP PLATE (2) 8d NAILS EACH JOIST 10dX3" @ 6" O.C. PANEL EDGE NAILING TO RIM BOARD RIM BOARD SHEATHING CONTINUOUS ACROSS JOISTS OR LTP4 PLATE EVERY 24" O.C. ALONG PANEL JOINTS NO SCALE ROOF FRAMING - BLOCKING (150 PLF UNIT SHEAR)Q MULTI-PLY TRUSS TO TOP PLATE CONNECTION TRUSS UPLIFT TIE-DOWN <520 LB (2) H2.5A <650 LB SDWC15600 SCREW <1040 LB H10A OR H10A-2 <1310 LB HTS16 UPLIFT VALUES TO BE PROVIDED BY TRUSS MANUFACTURER UPLIFT CAPACITIES ARE BASED ON DOUGLAS FIR H2.5A AT EACH RAFTER BEARING 10dx3" @ 6" O.C. WOOD TRUSS H1 OR SDWC15600 AT EACH SINGLE TRUSS BEARING (SEE TABLE FOR MULTI-PLY TRUSSES.) DIAPHRAGM BOUNDARY NAILING FULL-HEIGHT SOLID BLOCKING (EVERY THIRD BLOCK MAY BE TURNED FLATWISE FOR VENTILATION) WEB STIFFENERS REQUIRED FOR I-JOIST RAFTERS ROOF RAFTER (SEE STRUCTURAL) A35 OR RBC CLIP AT EACH BLOCK VPA CONNECTOR OR ATTACH RAFTER TO BEVELED PLATE WITH (3) 10d NAILS AT EACH RAFTER (BEVELED PLATE TO TOP PLATE NAILING TO MATCH DOUBLE TOP PLATE NAILING) ROOF RAFTER WOOD TRUSS DIAPHRAGM BOUNDARY NAILING FULL-HEIGHT SOLID BLOCKING OR PREFABRICATED TRUSS BLOCKING (FOR SOLID BLOCKS, EVERY THIRD BLOCK MAY BE TURNED FLATWISE FOR VENTILATION)<1980 LB (2) MTS12 <2830 LB (2) HTS16 NO SCALES REQUIRED LAP LENGTH CONCRETE 12 BAR DIA. 40 BAR DIA. HOOK TYPE SPLICE 12" 24" MASONRY 20 BAR DIA. 48 BAR DIA. MIN. FOUNDATION WALL - CORNER & INTERSECTION REINFORCING FOUNDATION WALL CORNER DOWELS TYP. @ FOOTINGS & FOUNDATION HORIZONTAL REINFORCING AS CALLED OUT IN GENERAL STRUCTURAL NOTES OR STRUCTURAL DRAWINGS SPLICE HO O K CORNER INTERSECTION SHEAR WALL - PERFORATED NO SCALEY ADDITIONAL STRAPPING AND BLOCKING AROUND OPENINGS ARE NOT REQUIRED. WINDOW OPENING (WHERE OCCURS) DOOR OPENING (WHERE OCCURS) PROVIDE EDGE NAILING ALONG FULL HEIGHT OF HOLD-DOWN POST SEE SHEAR WALL SCHEDULE FOR ANCHOR BOLTS SIZE AND SPACING HOLD-DOWN (SEE STRUCTURAL) SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUIREMENTS HOLD-DOWN - FOUNDATION STRAPAD POST (SEE HOLD-DOWN SCHEDULE)EMBEDDED FOUNDATION STRAP (SEE HOLD-DOWN SCHEDULE) RIM BOARD WHERE OCCURS HORIZONTAL REINFORCEMENT AT TOP OF FOUNDATION (SEE FOUNDATION WALL SCHEDULE) NA I L E D P O R T I O N CL E A R S P A N 17 " M A X I M U M NO SCALE 1/2" MIN. FROM CORNER DIAPHRAGM - TOP PLATE SPLICE NO SCALEAP 4'-0" MINIMUM BETWEEN SPLICES 1" T Y P . 4" TYP. TOP PLATE TO LOWER PLATE: 12 - 16d NAILS (2 ROWS OF 6) LOWER PLATE TO TOP OF STUDS: 2 - 16d NAILS AT EACH STUD 8' - 0" MINIMUM TO NEXT LAP NOTE: WHERE DOUBLE TOP PLATE IS CUT DUE TO INTERSECTING BEAMS, WALLS, ETC. PROVIDE (2) CS16 STRAPS ACROSS CUT WITH 12" END LENGTHS NOTE: FASTENERS IN PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER HOLD-DOWN NO SCALEBL POST (SEE HOLD-DOWN SCHEDULE) ANCHORAGE DEVICE (SEE HOLD-DOWN SCHEDULE) ANCHOR BOLT (SEE HOLD-DOWN SCHEDULE FOR BOLT DIAMETER AND EMBEDMENT LENGTH) NO SCALECULEDGER - RAFTER TO FRAMED WALL SCREWS OR NAILS (SEE STRUCTURAL) 2X BLOCKING TO MATCH LEDGER SIZE. A35 CLIPS AND BLOCKING NOT REQUIRED WHERE LEDGER IS ATTACHED TO RIM BOARD OR 2X MEMBER RAFTERS A35 CLIPS RAFTER HANGER ROOF RAFTER SLOPE TO MATCH ARCHITECTURAL (SEE STRUCTURAL)LEDGER (SEE STRUCTURAL) A35 CLIP BLOCKING 2X STUD WALL SCREWS OR NAILS (SEE STRUCTURAL) PLAN VIEW SECTION 1 1 NO SCALECWBEARING WALL - INTERIOR FOOTING 2X STUD WALL CONCRETE NAILS @ 16" O.C. (ANCHOR BOLTS REQUIRED AT SHEAR WALLS PER SHEAR WALL SCHEDULE) AT OPTIONAL MONOLITHIC FOOTING CONCRETE SLAB (WHERE OCCURS) 3" 3" FOOTING WIDTH (SEE STRUCTURAL) 3" 3" NOTE: FASTENERS IN PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. LENGTHWISE REINFORCEMENT (SEE STRUCTURAL) FO O T I N G D E P T H (S E E S T R U C T U R A L ) 4" SHEAR WALL - TRUSSED DIAPHRAGM CONNECTION NO SCALEEM SHEAR WALL PRE-FABRICATED TRUSS BLOCKING OR SHEAR WALL PERPENDICULAR TO TRUSSES PARALLEL TO TRUSSES 10d @ 3" O.C. ROOF SHEATHING SHEATHING NAILING - SAME AS SHEAR WALL BELOW NAIL BLOCKING TO TRUSSES WITH 16d NAILS @ 6" O.C. SIMPSON LTP4 @ 16" O.C. OR A35 @ 12" O.C. DRAG TRUSS OR FRAMED WALL WITH SHEATHING AND NAILING SAME AS SHEAR WALL ALIGNED BELOW 2X FRAMING ROOF SHEATHING 10d @ 3" O.C. DOUBLE TOP PLATE SHEAR WALL (SEE STRUCTURAL) SIMPSON A35 @ 12" O.C. OR LTP4 @ 16" O.C. SHEATHING DOUBLE TOP PLATE WOOD STRUCTURAL PANEL SHEAR WALL NO SCALEGT PROVIDE STAGGERED EDGE NAILING AT DOUBLE TOP PLATE REGARDLESS OF PANEL EDGE LOCATION ABUTTING PANEL EDGE FRAMING MEMBER (SEE SCHEDULE FOR SIZE) 2X WALL SILL/SOLE PLATE (SEE SCHEDULE FOR ANCHORAGE) EDGE NAILING AT ALL PANEL EDGES (SEE SCHEDULE) NAILS SHALL BE LOCATED AT LEAST 3/8" FROM PANEL EDGE FIELD NAILING AT ALL INTERMEDIATE WALL STUDS (SEE SCHEDULE) 2X BLOCKING REQUIRED AT ALL PANEL SPLICES WOOD STRUCTURAL PANELS (SEE SCHEDULE) 2X WALL DOUBLE TOP PLATE E.N. E. N . E. N . E.N. E.N. E. N . E.N. = EDGE NAILING REQUIRED WOOD STRUCTURAL PANEL DIAPHRAGM - UNBLOCKED NO SCALEGU DIAPHRAGM BOUNDARY NAILING (MATCH PANEL EDGE NAILING) EDGE NAILING AT PANEL EDGES (SEE SHEATHING SCHEDULE) CONTINUOUS PANEL JOINT ROOF OR FLOOR FRAMING FIELD NAILING AT INTERMEDIATE FRAMING (SEE SHEATHING SCHEDULE) 4'X8' WOOD STRUCTURAL PANEL (SEE SHEATHING SCHEDULE) HEADER (SEE STRUCTURAL) WOOD BEAM - WALL HEADER FRAMING NO SCALEIA (4)16d END NAILS OR (4) 8d TOE NAILS KING STUD MIN. (1) PLY U.N.O. TRIMMER(S) (SEE STRUCTURAL) TWO PLIES: 10d COMMON (0.148X3") NAILS @ 24" O.C. THREE OR MORE PLIES: FACE NAILING 10d COMMON (0.148X3") NAILS @ 6" O.C. STAGGERED 10d (3")2 12" O.C. SDW22500 2 3 2 12" O.C. 24" O.C. 16" O.C. 2 12" O.C. 3 PLY FASTENER ROWS SPACING 10d (3") 2 12" O.C. SDW22338 2 3 2 12" O.C. 24" O.C. 16" O.C. 2 12" O.C. 2 PLY SDW22634 2 2 24" O.C. 16" O.C. 2 12" O.C. 4 PLY LOAD (PLF)* ALLOWABLE 280 415 450 675 900 370 550 800 1200 1600 400 600 800 * ALLOWABLE SIDE LOAD APPLIED TO EXTERIOR PLY MULTIPLE PLIES (SEE STRUCTURAL) (EACH SIDE) 16" O.C. 12" O.C. 900 1200 3 3 1015 1350 16" O.C. 12" O.C. 3 3 WOOD BEAM - MULTIPLE PLIES (SIDE LOADED) NO SCALEIY SEE STRUCTURAL PLAN FOR FASTENER SIZE AND SPACING MULTIPLE PLIES (SEE STRUCTURAL) WOOD TRUSS - WOOD WALL GABLE END BRACING NO SCALEXH ROOF SHEATHING 8d NAILS @ 6" O.C.2X BLOCKING FOR TWO BAYS AT TOP OF DIAGONAL BRACE GABLE END WOOD TRUSS 2X4 BLOCKING WITH (2) 10d NAILS @ EACH END ATTACH BRACE TO BLOCKING WITH (5) 10d NAILS 2X6 BRACE @ 48" O.C. (STARTING WHERE GABLE HEIGHT REACHES 4') END WALL (2) A34 OR (2) GBC @ EACH BRACE WOOD TRUSS SHEATHING CONTINUOUS ACROSS JOINT OR ATTACH GABLE END TRUSS TO TOP PLATE WITH 10dX3" @ 6" O.C. TOE NAILING 1 1 (MAX.) DEMISING WALL - TJI JOISTS BEARING NO SCALEZC RIM BOARD FIRE PROTECTION PER ARCHITECT CEILING FIRE PROTECTION PER ARCHITECT PROVIDE MIN. 1.75" BEARING FOR FLOOR JOISTS SHEAR WALL SHEATHING (WHERE OCCURS) 1-1/4" TIMBERSTRAND LSL OR 1-1/8" TJ RIM BOARD CENTERED ON TOP PLATE (2) 8d NAILS EACH JOIST A35 @ 24" O.C. 10d @ 4" O.C. BEARING WALL (SEE STRUCTURAL) DE T A I L S H E E T S A N D N O T E S HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ST R U C T U R A L D E T A I L S SD1 P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 DE T A I L S H E E T S A N D N O T E S FLOOR INSIDE FOUNDATION AT DOUBLE WALL NO SCALEZF 2X4 PT SILL PLATE @ 2X4 WALL ANCHOR BOLTS WITH 3X3X0.229" FLAT WASHERS AND 7" MINIMUM EMBEDMENT REQUIRED AT EACH SILL PLATE - SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING 2X6 PT SILL PLATE @ 2X6 WALL SEE DETAIL ZA FOR FLOOR DETAILING SEE FLOOR FRAMING PLAN FOR SIZE AND SPACING 2X6 DOUBLE TOP PLATE WITH STAGGERED 2X4 STUDS - SEE TABLE FOR STUD GRADE AND SPACING AT EACH LEVEL 16" CORRIDOR WALL - STAGGERED STUDS NO SCALEZG (ELEVATION VIEW) (TOP VIEW) WALL STUDS - STAGGERED WALL FRAMING LEVEL UNIT SIDE CORRIDOR SIDE ROOF 2X4 DF #2 @ 16"2X4 DF #2 @ 16" 3 2X4 DF #2 @ 16"2X4 DF #2 @ 16" 2 2X4 DF #2 @ 16"(2) 2X4 DF #2 @ 16" 1 2X4 DF #2 @ 16"(2) 2X4 DF #2 @ 16" UNIT SIDECORRIDOR SIDE BEARING WALL - TJI TO 2X JOISTS NO SCALEZD RIM BOARD FIRE PROTECTION PER ARCHITECT CEILING FIRE PROTECTION PER ARCHITECT WHERE TJI JOISTS ARE PARALLEL TO WALL, PROVIDE FULL-HEIGHT BLOCKING IN FIRST BAY @ 48" O.C. SHEAR WALL SHEATHING (WHERE OCCURS) 1-1/4" TIMBERSTRAND LSL OR 1-1/8" TJ RIM BOARD CENTERED ON TOP PLATE HANG 2X JOISTS FROM RIM BOARD WITH FACE-MOUNT HANGERS. NOTCH RIM BOARD FIRE PROTECTION TO FIT SNUG AROUND HANGER. 2X JOIST (SEE STRUCTURAL) CEILING FIRE PROTECTION AT LEVEL OF TOP PLATE PER ARCHITECT (2) 8d NALS EACH JOIST A35 @ 24" O.C. 10d @ 4" O.C. BEARING WALL (SEE STRUCTURAL)FLOOR JOIST/TRUSS - FOUNDATION WALL (PERPENDICULAR AND SUSPENDED) NO SCALEZH WITHOUT BRICK/STONE SHEATHING (SEE SHEAR WALL SCHEDULE) ANCHOR BOLT (SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING) WITH A 3X3X0.229" FLAT WASHER AND 7" MINIMUM EMBEDMENT. 2X STUD WALL SOLE PLATE NAILING (SEE SHEAR WALL SCHEDULE) (2) 2X TREATED SILL PLATE CONCRETE NAILS @ 16" O.C. FLOOR JOIST/TRUSS (SEE STRUCTURAL) TOP FLANGE HANGER MOISTURE BARRIER DAMPROOF WHERE REQUIRED (SEE ARCHITECTURAL) FOUNDATION WALL (SEE STRUCTURAL) 0' - 0 3 / 8 " 6" MIN. FLOOR SHEATHING (SEE STRUCTURAL) DE T A I L S H E E T S A N D N O T E S WOOD WALL - CANOPY NO SCALEZE 6X10X1/4" STEEL PLATE CANOPY BEAM (SEE STRUCTURAL) 6X6 POST AT EACH ANCHOR ROD LOCATION 5/8" DIA. SOLID ROD WITH THREADED ENDS E70 3/16" 3/16" E70 3/16" 3/16" 1/4"x2"x2" STEEL PLATE (4) 1/2"x6" LAG SCREWS 1-1/2" TYP. SIMPSON A34 CLIP EACH SIDE OF POST, TOP AND BOTTOM (C-SHAPE BEAMS)3/16 2-4 HSS10X2X3/8 LEDGER WITH (2) ROWS SDS25600 SCREWS INTO EACH WALL STUD. ATTACH EACH STUD TO SOLE PLATE WITH (1) A34 CLIP. 2" MI N . HSS ROOF BEAM (SEE STRUCTURAL) (HSS BEAMS)1/8" B-DECKING (SEE DETAIL ZI) B-DECK STEEL CONNECTIONS NO SCALEZI SEE DETAIL ZE FOR LEDGER AND FASTENERS 1.5" 22-GAUGE (MIN.) B-DECK WITH (1) #10 SCREW EVERY-OTHER FLUTE TO HSS AND CANOPY BEAMS L2X2X3/16 LEDGER AROUND EXTERIOR OF DECK- CONNECT B-DECK TO LEDGER WITH #10 SCREWS @ 18" O.C. (NON-BEARING SIDE) OR #10 SCREWS EVERY-OTHER FLUTE (BEARING SIDE) E70 1/8" 1/8"2-6 2-6 HA R R I S A R C H I T E C T U R E 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 ) 15 MAY 2023 3110323 ORIGINAL PROJECT # DATE: ISSUES / REVISIONS -- - -- - -- -- - - - - - -- - ENG I N E E R S T A M P 801.224.0050 801.229.9020 info@acuteengineering.com Phone Fax THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ST R U C T U R A L D E T A I L S SD2 P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O C H R I S T OPHER H I R O S H I YEATES20772 06/30/2023 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) 4847.68 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 GG 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 GG 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 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. PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULE BRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND MECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN) THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNIT FAN 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 FLOOR BELOW FINISHED GRADE VERIFY 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 SWITCHT 1 1 A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX) JUNCTION BOX BRANCH PANELBOARD J EMERGENCY WALL LIGHT WITH 90MIN. BATTERY PHOTOELECTRIC CELL/SWITCH HVAC SYSTEM SENSOR - SEE MECHANICAL E S WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED) SINGLE POLE SWITCH (SEE SUBSCRIPTS) RECESSED CAN FIXTURE MAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM * * PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION. RECPT. SUB- SCRIPTS AC=ABOVE COUNTER GFI=GROUND-FAULT IG=ISOLATED GROUND S=SURGE SUPPRESSION TR=UL TAMPER RESISTANT WP=WEATHERPROOF COVER W/GFCI RECEPT. TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGER CR=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 BOTH SWITCHES) SWITCH SUB- SCRIPTS 3 = 3-WAY 4 = 4-WAY F = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES) T = THERMAL OVERLOAD SWITCH W/PILOT LIGHT P = 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 OF LIGHTING CIRCUIT. G.C.GENERAL CONTRACTOR N.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. NAMEPLATE CROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO. EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE 'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONAL ISOLATED GROUND WHERE INDICATED. F M LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE (* COLOR TO MATCH WIRING DEVICES) F#E NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTING CIRCUIT. NL P SWITCH 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] S CEILING DATA WITH 1" ENT CONDUIT. 1 CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS, SEE SPEC CEILING MOUNTED OCCUPANCY SENSOR BLANK = 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 FOR EXHAUST FAN (30 MIN. DELAY) *PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOR OPERATION. [WATTSTOPPER #BZ-50] TO BE MOUNTED AS CLOSE TO TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM NO SCALE FINISHED FLOOR ARCHITECTURAL PLANS AND DETAILS. DOOR JAMBS AS POSSIBLE. COORDINATE ALL DEVICES WITH 18" T.V. OUTLET ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. ALL SWITCHES AND THERMOSTATS NOTES: THERMOSTAT OR MECHANICAL SWITCH LIGHT SWITCH CONVENIENCE OUTLET TELEPHONE / DATA OUTLET T T (OR AS NOTED) 4' - 0''4' - 0'' 3' - 6'' 50 60 70 80 A. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. (OR AS NOTED) @ MILLWORK XX" * B. D. *COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINS- COTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. * VERIFY WITH MECH. MUD RING ORIENTATION. VOLTAGE DROP SCHEDULE CONDUCTOR SIZE IS TO BE DETERMINED FROM THE FOLLOWING SCHEDULE 120 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' Visit the site and become acquainted with conditions to be encountered. Extra funds will not be allowed due to failure to examine site and to standard practices of the trade. All materials shall, unless otherwise all work and pay all costs for complete and operating systems, as contractor shall verify the exact requirements for the electric and be of the same type, material and manufacture for ease of future cutting and driling of structure only with prior approval of the owner. Where cutting and patching of work is necessary, use same materials proper functioning and shall be left in first class operating condition. ducts installed by other trades. Install conduit runs exposed to view All materials, fixtures and equipment shall be covered or sealed upon All equipment shall be readily accessible for maintenance and repairs. workmanship and finish to neatly match all surrounding work. 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit Each piece of equipment and all of the systems shall be adjusted to insure to final completion and acceptance of the work. Such preliminary operation The owner reserves the right to operate any systems of equipment prior Support conduit with one-hole malleable factory made pipe straps, fastened Raceway Installation: Separate underground conduits in a common trench installation so as to provide for safety and to insure that operation and noted, be new and in perfect condition. All material for similar uses shall Do all drilling and cutting as necessary for installation of equipment. Do depth shall be 18". Coordinate conduit installation with pipes, steel and parallel or at right angles to structural members, walls or building lines. appearance will be maintained after subsequent construction operations. telephone services with the utility company representatives and provide These plans have been prepared without utility company comments. The All workmanship shall be performed by skilled mechanics using the best CUTTING AND PATCHING: OPERATING AND ADJUSTING: shall not be construed as an acceptance of any work. 9. with screws. EXECUTION: 8. directed by the governing utilities. include existing conditions in bid price. MATERIALS AND WORKMANSHIP: COORDINATION WITH UTILITIES: maintenance. 7. 6. Panelboards: Circuit breakers shall be 10,000 AIC minimum. All locks keyed alike and typewritten directories. All panels shall have a minimum of 36" working in neat, clean and usable condition. Remove all cement, paint, grease, oil all exposed fixtures, trim and equipment, and leave the entire installation Upon completion of the work, prior to final inspection, thoroughly clean Prior to final acceptance of the project, deliver to the owner a written any defective work. Demonstrate continuous satisfactory operation of Test all wire for shorts, opens, grounds, or other defects. Correct damaged due to faulty work and materials furnished under this section. this period, including repair or replacement of the premises that may be repair or replace all such defective items promptly that may occur during one year guarantee on all workmanship, materials and equipment and agree to Selected by owner, installed by electrical contr. 17.CLEAN-UP: GUARANTEE: all electrical equipment. and other foreign substances. 19. 18.TEST: LIGHTING FIXTURES: DEVICE PLATES: SERVICE EQUIPMENT: clearance in front of panel. All dimensions to be field verified. 16. 15. 14. required, including all conduits and wires indicated, including control conduits Complete and operable systems of electrical lighting, power and receptacles. Alterations and additions including conduit, wiring, outlets, fixtures, devices All work and materials shall comply with all applicable codes, safety orders, detailed as specified to a more restrictive standard or higher requirement. having jurisdiction including regulations of the State Fire Marshall, unless laws, ordinances and regulations of governing authorities and other agencies The electrical drawings are essentially diagrammatic in that all provisions All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and installed as though fully to conform and to avoid obstructions, without additional cost to the owner. systems can not be shown. All installations shall be adjusted as necessary necessary to conform to structural, architectural, mechanical and plumbing ELECTRICAL SPECIFICATIONS COMPLIANCE WITH CODES: INTERPRETATION OF DRAWINGS: VISITING THE SITE: set forth in these specifications. 5. 4. 3. Connections to all A.C. equipment as indicated and and outlets. 2. INTENT: and lamps. 1. All conduit shall be continuous for grounding. All grounding conductors As required by code and as directed by owner. pressure connectors for larger wire. All wiring shall be copper. #14 AWG unless noted. Use "Ideal Yellow" pulling compound for all pulls. Use Scotchlock connectors for all splices in #12 wire and taped bolted Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be CONDUCTORS: DEVICES: GROUNDING: shall be insulated green copper, sized as shown. 12. 13. 11. CONDUIT AND WIRING METHODS:10. As required by code and as directed by owner. 1.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. 2.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS. 3.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. 4.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. 5.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ON ALL ELECTRICAL EQUIPMENT. 6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH - IN. 7.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME 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 WORK AND PAY ASSOCIATED FEES. 10.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND ELECTRONIC BALLASTS. 11.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE. 12.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. 13.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT /ENGINEER PRIOR TO DOING ANY WORK. 14.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. 15.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT 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 SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, 2017 NEC AND GOOD ELECTRICAL PRACTICES. WIRING SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 3% VOLTAGE DROP. PROJECT GENERAL NOTES: ·All wiring methods shall be installed in accordance with the 2017 NEC. ·Type NM and SER Cable is allowed in R-2 areas in accordance with local AJH and NEC. ·MC cable is allowed where concealed in walls, ceilings or floors. ·All surface/exposed feeders and branch circuits shall be: Conductors in Raceway. ·All wiring within finished spaces shall be concealed; surface mounted raceway is prohibited. ·All underground wiring shall be: Conductors in Raceway. Direct Bury cable is prohibited. WALL ROUGH-IN FOR DATA WITH 1" ENT CONDUIT. 1 CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS,SEE SPEC RECEPTACLE MOUNTING DETAIL NO SCALE TO SUIT WALL RAISED RING CONDUIT(S) ENTRANCE 4'' SQUARE BOX BACK OF COVER W/FELT-TIP MARKER TO BE AS PER SPECIFICATIONS. COVER PLATES - STYLE & COLOR CIRCUIT NUMBER TO BE WRITTEN ON NORMAL POWER COLOR - (SEE SPECS) RECEPTACLE - 15 OR 20 AMP RATED - SEE SPECIFICATIONS. GROUND CONDUCTOR GREEN INSULATED LIGHT FIXTURE SCHEDULE DECORATIVE WALL MOUNTED EXTERIOR FIXTURE DEFINED BY OWNER WALL FLOOD SUCH AS LITHONIA WPX2 LED 40K MVOLT CBA FIXTURE NOT USED BUILDING MOUNTED SIGN LIGHTER LED RECESSED CAN OR SURFACE DISK EXIT SIGN SUCH AS LITHONIA LQM-S-W-3-G-20-EL-N SINGLE OR DOUBLE FACE AS REQUIRED WALL MOUNTED EGRESS FIXTURE SUCH AS LITHONIA ELM6L-MVOLT-LTP EXIT SIGN WITH REMOTE EXTERIOR EGRESS SUCH AS LITHONIA LHQM-LED-G-HO-ELA-CBA-SD-QWP-LO309 UNIT VANITY LIGHT BATHROOM CEILING LIGHT LIVING ROOM CEILING LIGHT BEDROOM CEILING LIGHT TELEPHONE/DATA SYSTEMS 1.1 Summary A.Includes But Not Limited To 1.Furnish and install all the equipment, materials, terminations and labor necessary to provide a complete CAT6 Telephone/Data and Television cabling system as described in Contract Documents including, but not limited to, raceway, outlets, modular jacks, device plates, cables, punch down blocks, backboards, cabinets, patch panels, grounding and other miscellaneous items required for a complete system. 2.Furnish and install main service raceway as described in Contract Documents and to comply with local telephone company requirements. 3.Refer to Drawings for conduit sizes and quantity of cables/jacks at each outlet location. 1.2 Warranty A.A Lifetime product warranty covering all components, equipment and workmanship shall be submitted in writing with system documentation. The warranty period shall begin on the system's first use by the owner. Warranty shall be vendor supplied. Contractor warranty alone is unacceptable. B.The project must be pre-registered with Manufacturer before installation has begun. 2.1 Components A.Boxes shall be a 4 square deep box with single-gang mudring. B.Telephone and Computer Network System Cable 1.23 gauge, solid annealed copper, 4-pairs. CAT6 2.Use plenum-rated cable in ceilings and areas used for plenum air return 3.Provide Owner with patch panels, quantity as required. 4.Different colors of cabling shall be used; (Yellow - Telephone, Blue - Network) 5.Manufacturers: a.Superior Essex b.Alternate manufacturer with equivalent performance standard. C.Equipment Racks 1.Provide a minimum of (1) 19" wall mounted rack at each TTB location 2.Provide with 20A power strip, wire management and rack mounting kits. 3.Manufacturers: a.Cooper B-line b.Alternate manufacturer with equivalent performance standard. D.Telephone Termination Blocks 1.UL verified CAT6. 2.66 termination with tin lead plated IDC D.Telephone & Network Patch Panels 1.UL verified CAT6 2.110 termination with tin lead plated IDC 3.19" rack mount with backboard mounting frame. 4.48 Ports 5.Manufacturers: a.Leviton b.Alternate manufacturer with equivalent performance standard. E.Telephone/Network Jacks & Faceplates 1.Wall Jacks a.CAT6 - Color to match cable color. 2.Faceplates a.Color to be as specified by Owner. b.Provide and install Blank inserts as needed. 3.Manufacturers: a.Leviton b.Alternate manufacturer with equivalent performance standard. F.Cables shall be installed in conduit from outlet to above nearest accessible ceiling space, install J-hooks above accessible ceiling space 3ft on center for supporting cable. Install cable from terminal board/data rack to each telephone/network outlet. G.Terminate cables at each outlet with specified modular jack assembly. H.Terminate cables on punch down blocks or patch panels at terminal board. I.All Faceplates, patch panels and cables shall be labeled depicting location, Cables shall be labeled on both ends. J.Terminate cabling according to EIA/TIA 568B.1 Standards. K. Installation of all materials shall be as recommended by manufacturer. 3.2 Quality Assurance A.Comply with applicable portions of NEC ANSI/EIA/TIA 568 as to type products used and installation of components. Provide products and materials which have been UL-listed and labeled. B.Cabling system shall meet the performance requirements of the ANSI/TIA/EIA-568-B Standards (Annex E). C.Each cable and patch cable shall be tested from the outlet location to the patch panel, the system shall be tested to Category 6 Level II compliance. The test path shall include workstation jacks, Horizontal cabling and patch panels. Contractor shall replace any equipment or cabling that fails and retest. Provide Owner with complete test reports of cabling system. EV FEV ELECTRIC VEHICLE CHARGING STATION FUTURE ELECTRIC VEHICLE CHARGING STATION FIXTURE NOT USED ELECTRICAL NOTE AND DETAILS E1.0 4 LEVEL BLDG BASEMENT & 3 FLOORS FF: 4859.60 1 3 MAIN SERVICE METERS. SEE POWER RISER PROPOSED LOCATION OF POWER CO. TRANSFORMER 2 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP KEY NOTES 1 PROVIDE AND INSTALL (1) 4" CONDUIT FOR RMP PRIMARY SERVICE. COORDINATE SPECS AND ROUTING WITH RMP. PROVIDE PAD AND VAULT AS REQUIRED FOR RMP TRANSFORMER. GROUND BOX AT PROPERTY LINE WITH (2) 2" CONDUIT TO IT DEMARK IN BUILDING. 2 3 6" 3/4" C., 1#6 B.C. GRND. CONNECT TO BLDG. GROUND SYSTEM FINISH FLOOR TYPICAL CONDUITS OUT TO VOICE/ DATA OUTLETS. SEE PLAN FOR SIZE, ETC. (TYPICAL TOP & OR BOTTOM OF BOARD) SCALE: NONE TELEPHONE / DATA TERMINAL BOARD - DETAIL 4'X8'X3/4" PLYWOOD PRIME & PAINT W/TWO COATS GREY ENAMEL (INSTALL ON WALLS AS INDICATED ON PLANS) ANCHOR SECURELY TO WALL W/ CONST. ADHESIVE. DOUBLE-DUPLEX OUTLET(S) PER PLANS 120V CIRCUIT PER PLANS PULL CORD UNISTRUT ANCHOR INCOMING UTILITY SERVICE CONDUIT(S) WITH INSULATED BUSHING. SEE SITE PLAN FOR SIZE, QUANTITY, ETC. GROUND BAR (SQ. D #PK27GTA) TELEPHONE, DATA, TV EQUIPMENT (TYP) INSTALL INSULATED BUSHING ON ALL CONDUIT ENDS. (TYP) UNISTRUT ANCHOR SCALE: SITE PLAN - ELECTRICAL 1" = 20' - 0"20'0"40'10' N ELECTRICAL SITE PLAN E1.1 LEVEL "0" RECEPTACLES 1000500 120/240V 1Ø SQ D QO - "H1" 20 1 1500 1500 1 20 100 20"x39"x5 3/4" SEE RISER 8500 70 83 10000 SEE RISER DETERMINED TO BE FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH LEVEL "0" RECEPTACLES LEVEL "1" RECEPTACLES LEVEL "1" RECEPTACLES LEVEL "1" WS-1 COMM. BOARD SPARE BUILDING PERIMETER LIGHTS SITE LIGHTING 20 2 --- 500 500 500 500 1000 1000 1000 1000 LEVEL "0" LIGHTING LEVEL "1" LIGHTING LEVEL "0" EH-1 LEVEL "1" EH-1 LEVEL "0" EH-2220 --- LEVEL "0" EH-2220 --- LEVEL "1" EH-2220 --- LEVEL "1" EH-2220 --- 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1500 1500 1500 2000 1000 1000 1000 2000 2000 2000 LEVEL "2" LIGHTING 1000 120/240V 1Ø SQ D QO - "H2" 20 1 1000 1000 1 20 100 20"x39"x5 3/4" SEE RISER 4500 37 37 4500 SEE RISER DETERMINED TO BE FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH LEVEL "3" LIGHTING LEVEL "2" RECEPTACLES LEVEL "2" RECEPTACLES SPARE 1000 500 500 500 500 SPARE LEVEL "2" WH/1 LEVEL "3" EH-2220 --- LEVEL "3" EH-2220 --- 500 500 1000 1000 1000 1000 500 500 500 500 500 500 1000 1000 1000 1000 LEVEL "3" RECEPTACLES LEVEL "3" RECEPTACLES LEVEL "3" WH/1 PALISADES F1 F2 F2 F2 F1 F1 F1 F4 F4 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 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP ELECTRICAL ELEVATIONS E1.2 SCALE: FRONT ELEVATION - ELECTRICAL 1/8" = 1' - 0"16'8'0" SCALE: RIGHT ELEVATION - ELECTRICAL 1/8" = 1' - 0"16'8'0" CONNECT ALL BUILDING PERIMETER LIGHTS TO PANEL-"H1". CONTROL PHOTO-CELL ON, TIME CLOCK OFF. PROGRAM PER OWNER. PALISADES F1 F1 F1 F1 F2 F2 F2 F2 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP ELECTRICAL ELEVATIONS E1.3 SCALE: REAR ELEVATION - ELECTRICAL 1/8" = 1' - 0"16'8'0" CONNECT ALL BUILDING PERIMETER LIGHTS TO PANEL-"H1". CONTROL PHOTO-CELL ON, TIME CLOCK OFF. PROGRAM PER OWNER. STAIR 002 HALL 001 HALL 003 STOR 006 MECH 007 JAN 008 HALL 003 HALL 004STAIR 005 EH-2 EH-1 EH-2 PRP-1 F7 F5 F6 F6 F6 F6 F6 F7 F7 F7 F5 F5 F5 (TYP) F5 (TYP) (TYP) F5 F7 KEY NOTES 1 CONTROL ALL COMMON AND EXTERIOR LIGHTING PHOTO-CELL ON, TIME CLOCK OFF. PROVIDE AND INSTALL A GFCI RECEPTACLE AT BUILDING SOFFIT FOR USE BY OWNER.2 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP LEVEL 0 ELECTRICAL E2.0 SCALE: LEVEL 0 PLAN - ELECTRICAL 1/8" = 1' - 0"16'8'0" STAIR 102 HALL 101 HALL 103 RISER 106 MECH 107 JAN 108 HALL 103 ENTRY 104 STAIR 105 WS-1 EH-1 EH-2 EH-2 COMM BOARD "H1" F5 (TYP) F5 (TYP) (TYP) F5 F7 F7 F7 F7 F7F6 F6 F8 F6 F6 F8 F5 F5 F5F5 KEY NOTES 1 CONTROL ALL COMMON AND EXTERIOR LIGHTING PHOTO-CELL ON, TIME CLOCK OFF. PROVIDE AND INSTALL A GFCI RECEPTACLE AT BUILDING SOFFIT FOR USE BY OWNER.2 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP LEVEL 1 ELECTRICAL E2.1 SCALE: LEVEL 1 PLAN - ELECTRICAL 1/8" = 1' - 0"16'8'0" STAIR 202 HALL 201 HALL 203MECH 207 JAN 208 HALL 203 HALL 204 STAIR 205 WH-1 "H2" PRP-1 F5 (TYP) F5 (TYP) (TYP) F5 F7 F7 F7 F7 F7 F6 F6 F6 F6 F5 F5 KEY NOTES 1 CONTROL ALL COMMON AND EXTERIOR LIGHTING PHOTO-CELL ON, TIME CLOCK OFF. PROVIDE AND INSTALL A GFCI RECEPTACLE AT BUILDING SOFFIT FOR USE BY OWNER.2 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP LEVEL 2 ELECTRICAL E2.2 SCALE: LEVEL 2 PLAN - ELECTRICAL 1/8" = 1' - 0"16'8'0" STAIR 302 HALL 301 HALL 303 MECH 307 JAN 308 HALL 303 HALL 30 STAIR 305 EH-2 EH-2 WH-1 F5 (TYP) F5 (TYP) (TYP) F5 F7 F7 F7 F7 F7 F6 F6 F6 F6 F5 F5 KEY NOTES 1 CONTROL ALL COMMON AND EXTERIOR LIGHTING PHOTO-CELL ON, TIME CLOCK OFF. PROVIDE AND INSTALL A GFCI RECEPTACLE AT BUILDING SOFFIT FOR USE BY OWNER.2 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP LEVEL 3 ELECTRICAL E2.3 SCALE: LEVEL 3 PLAN - ELECTRICAL 1/8" = 1' - 0"16'8'0" 3 F GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. 3 F GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. GFI GFI F5 F10 F9 F11 F12 F5 F5 F5 F5 F5 F5 F5 F12 F11 F9 F10 GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. 3 F GFI F5 F5 F5F5 F12 F11 F10 F9 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP TYPICAL UNITS ELECTRICAL E3.0 SCALE: TYPICAL VERSION 1 UNIT - ELECTRICAL 1/8" = 1' - 0"16'8'0" LIGHTING/RECEPTS -- 120/240V. 1PH. 3W. SQ D QO LOAD CENTER - VERSION 1 PANEL 20 1 - - 1 20 100 14"X24"X4" SEE LOAD CALCULATIONS - -- - - FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH WASHER (1) DRYER (1)30 2 - LIGHTING/RECEPTS 20 1 2 - 40 RANGE (1) -- 2 - 15 HVAC UNIT (2) (3) -- FIRE ALARM SYSTEM NOTE: E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S AND ETC. TO CITY FOR PERMITTING AND INSTALLATION. SPECIAL NOTES A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS. REFER TO NEC CODE SECTION 210.12 B. D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR WAINSCOATING, ETC. C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC. E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES WITH OWNER PRIOR TO ROUGH-IN. WATER HEATER2 - 30 -- -- SPARE SPARE (1) GFCI BREAKER TBD MICROWAVE (1) DISHWASHER/DISPOSAL LIGHTING/RECEPTS -- 120/240V. 1PH. 3W. SQ D QO LOAD CENTER - VERSION 2 PANEL 20 1 - - 1 20 100 14"X24"X4" SEE LOAD CALCULATIONS - -- - - FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH WASHER (1) DRYER (1)30 2 - LIGHTING/RECEPTS 20 1 2 - 40 RANGE (1) -- 2 - 15 HVAC UNIT (2) (3) -- FIRE ALARM SYSTEM NOTE: E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S AND ETC. TO CITY FOR PERMITTING AND INSTALLATION. SPECIAL NOTES A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS. REFER TO NEC CODE SECTION 210.12 B. D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR WAINSCOATING, ETC. C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC. E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES WITH OWNER PRIOR TO ROUGH-IN. WATER HEATER2 - 30 -- -- SPARE SPARE (1) GFCI BREAKER TBD MICROWAVE (1) DISHWASHER/DISPOSAL SCALE: TYPICAL VERSION 2 UNIT - ELECTRICAL 1/8" = 1' - 0"16'8'0" GENERAL LOADS TYPICAL VERSION 1 600 SQ FT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (16,920VA @ 120/240 1PH. 3W) REMAINDER (9,800) @ 40% WIRING: #2cu in conduit or #1 Al 3-Conductor SER cable HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 16,920 VA 70.5 AMPS 100 AMPS 100A-2P = = = =3,000 VA 1,800 VA 2,000 VA= = 19,800 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER = = = 8,000 VA 5,000 VA 1,000 VA 3,000 VA 3,920 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,000 VA= 1,000 VA= GENERAL LOADS TYPICAL VERSION 2 600 SQ FT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (16,920VA @ 120/240 1PH. 3W) REMAINDER (9,800) @ 40% WIRING: #2cu in conduit or #1 Al 3-Conductor SER cable HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 16,920 VA 70.5 AMPS 100 AMPS 100A-2P = = = =3,000 VA 1,800 VA 2,000 VA= = 19,800 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER = = = 8,000 VA 5,000 VA 1,000 VA 3,000 VA 3,920 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,000 VA= 1,000 VA= (2) PROVIDE A 25A 2P BREAKER IN LIEU OF THIS 15A 2P BREAKER IN ROOMS 105, 205 AND 305. (3)PROVIDE A 15A 1P BREAKER IN ALL LEVEL "0" APARTMENTS. (2) PROVIDE A 25A 2P BREAKER IN LIEU OF THIS 15A 2P BREAKER IN ROOMS 105, 205 AND 305. (3)PROVIDE A 15A 1P BREAKER IN ALL LEVEL "0" APARTMENTS. 3 F GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. 3 F GFI GFI F10 F9 F5 F5 F5 F5 F5 F5 F5 F5 F11 F12 F12 F11 F9 F10 GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. 3 F GFI AC GFI AC GFI AC GFI AC 3 F GFI GFI F5 F5 F5F5 F5 F5 F5 F5 F12 F12 F11 F11 F10 F10 F9 F9 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP TYPICAL UNITS ELECTRICAL E3.1 SCALE: TYPICAL VERSION 3 UNIT - ELECTRICAL 1/8" = 1' - 0"16'8'0" LIGHTING/RECEPTS -- 120/240V. 1PH. 3W. SQ D QO LOAD CENTER - VERSION 3 PANEL 20 1 - - 1 20 100 14"X24"X4" SEE LOAD CALCULATIONS - -- - - FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH WASHER (1) DRYER (1)30 2 - LIGHTING/RECEPTS 20 1 2 - 40 RANGE (1) -- 2 - 15 HVAC UNIT (2) (3) -- FIRE ALARM SYSTEM NOTE: E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S AND ETC. TO CITY FOR PERMITTING AND INSTALLATION. SPECIAL NOTES A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS. REFER TO NEC CODE SECTION 210.12 B. D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR WAINSCOATING, ETC. C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC. E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES WITH OWNER PRIOR TO ROUGH-IN. WATER HEATER2 - 30 -- -- SPARE SPARE (1) GFCI BREAKER TBD MICROWAVE (1) DISHWASHER/DISPOSAL LIGHTING/RECEPTS -- 120/240V. 1PH. 3W. SQ D QO LOAD CENTER - VERSION 4 PANEL 20 1 - - 1 20 100 14"X24"X4" SEE LOAD CALCULATIONS - -- - - FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH WASHER (1) DRYER (1)30 2 - LIGHTING/RECEPTS 20 1 2 - 40 RANGE (1) -- 2 - 15 HVAC UNIT (2) (3) -- FIRE ALARM SYSTEM NOTE: E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S AND ETC. TO CITY FOR PERMITTING AND INSTALLATION. SPECIAL NOTES A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS. REFER TO NEC CODE SECTION 210.12 B. D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR WAINSCOATING, ETC. C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC. E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES WITH OWNER PRIOR TO ROUGH-IN. WATER HEATER2 - 30 -- -- SPARE SPARE (1) GFCI BREAKER TBD MICROWAVE (1) DISHWASHER/DISPOSAL SCALE: TYPICAL VERSION 4 UNIT - ELECTRICAL 1/8" = 1' - 0"16'8'0" GENERAL LOADS TYPICAL VERSION 3 600 SQ FT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (16,920VA @ 120/240 1PH. 3W) REMAINDER (9,800) @ 40% WIRING: #2cu in conduit or #1 Al 3-Conductor SER cable HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 16,920 VA 70.5 AMPS 100 AMPS 100A-2P = = = =3,000 VA 1,800 VA 2,000 VA= = 19,800 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER = = = 8,000 VA 5,000 VA 1,000 VA 3,000 VA 3,920 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,000 VA= 1,000 VA= GENERAL LOADS TYPICAL VERSION 4 600 SQ FT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (16,920VA @ 120/240 1PH. 3W) REMAINDER (9,800) @ 40% WIRING: #2cu in conduit or #1 Al 3-Conductor SER cable HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 16,920 VA 70.5 AMPS 100 AMPS 100A-2P = = = =3,000 VA 1,800 VA 2,000 VA= = 19,800 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER = = = 8,000 VA 5,000 VA 1,000 VA 3,000 VA 3,920 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,000 VA= 1,000 VA= (2) PROVIDE A 25A 2P BREAKER IN LIEU OF THIS 15A 2P BREAKER IN ROOMS 105, 205 AND 305. (3)PROVIDE A 15A 1P BREAKER IN ALL LEVEL "0" APARTMENTS. (2) PROVIDE A 25A 2P BREAKER IN LIEU OF THIS 15A 2P BREAKER IN ROOMS 105, 205 AND 305. (3)PROVIDE A 15A 1P BREAKER IN ALL LEVEL "0" APARTMENTS. 3 F GFI AC GFI AC GFI AC GFI AC SPLIT WIRE TOP FOR DISPOSAL, BOTTOM FOR DISHWASHER. GFI F12 F11 F10 F9 F5 F5 F5 F5 PL O T D A T E : 5/ 1 6 / 2 0 2 3 \\ P A Y N E F I L E S E R V E R \ M a i n F i l e S t o r a g e \ 2 0 2 3 \ P a l i s a d e s A p t s - 2 3 3 6 \ 1 0 _ W o r k i n g D r a w i n g s \ 2 3 3 6 E 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 920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM REVISIONS P.E. JOB #2336 Pocatello, Idaho 83201 Engineering Inc. 1823 E. Center tel (208) 232-4439 www.payneengineeringinc.com E D L R E E N I G NE OHADIFOET A T ENYAPDDOT 8270S RETSIGER ANOISSEFORP A NEW BUILDING FOR: PALISADES APARTMENTS REXBURG, IDAHO 4-27-2023 DRAWN BY: TEP TYPICAL UNITS ELECTRICAL & SERVICE E3.2 SCALE: TYPICAL VERSION 5 UNIT - ELECTRICAL 1/8" = 1' - 0"16'8'0" LIGHTING/RECEPTS -- 120/240V. 1PH. 3W. SQ D QO LOAD CENTER - VERSION 5 PANEL 20 1 - - 1 20 100 14"X24"X4" SEE LOAD CALCULATIONS - -- - - FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH WASHER (1) DRYER (1)30 2 - LIGHTING/RECEPTS 20 1 2 - 40 RANGE (1) -- 2 - 15 HVAC UNIT (2) (3) -- FIRE ALARM SYSTEM NOTE: E.C. SHALL PROVIDE AND INSTALL A COMPLETE BUILDING FIRE ALARM SYSTEM TO MEET NFPA 72, 2012 IFC AND ANY LOCAL CITY REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, CALC'S AND ETC. TO CITY FOR PERMITTING AND INSTALLATION. SPECIAL NOTES A.PROVIDE ARC-FAULT BREAKERS ON ALL NEC REQUIRED CIRCUITS. REFER TO NEC CODE SECTION 210.12 B. D.EVEN IF SPECIFICALLY INDICATED ON DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK / CASEWORK, SHALL BE COORDINATED WITH THE ARCHITECTURAL CASEWORK ELEVATION DWGS., TO INSURE PROPER MOUNTING HEIGHTS, ETC. ADJUST AS NECESSARY, TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS, OR BE DIRECTLY ABOVE SINKS, OR MIDWAY BETWEEN TILEWORK / WALL OR WAINSCOATING, ETC. C.PROVIDE TAMPER-PROOF TYPE RECEPTACLES IN ALL REQUIRED AREAS AS PER CODE. REFERENCE NEC CODE SECTION 406.11. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQ'D IN DWELLING UNITS AS DESCRIBED IN ART. 210 NEC. GENERAL LOADS TYPICAL VERSION 5 600 SQ FT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (16,920VA @ 120/240 1PH. 3W) REMAINDER (9,800) @ 40% WIRING: #2cu in conduit or #1 Al 3-Conductor SER cable HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 16,920 VA 70.5 AMPS 100 AMPS 100A-2P = = = =3,000 VA 1,800 VA 2,000 VA= = 19,800 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER = = = 8,000 VA 5,000 VA 1,000 VA 3,000 VA 3,920 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,000 VA= 1,000 VA= E.E.C. SHALL COORDINATE THE EXACT PLACEMENT OF ALL WALL DEVICES WITH OWNER PRIOR TO ROUGH-IN. WATER HEATER2 - 30 -- -- SPARE SPARE (1) GFCI BREAKER TBD MICROWAVE (1) DISHWASHER/DISPOSAL M M M GROUND PER NEC APARTMENT LOAD CENTER M M M M NO SCALE BUILDING SERVICE M M M M M POWER COMPANY TRANSFORMER 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 APARTMENT LOADS ELECTRICAL SERVICE APPLICATION OF DEMAND FACTORS LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS 182,860 VA @ 120/240V 1Ø 3W) BREAKER 684,000 VA X .24 TOTAL DEMAND GENERAL LOAD PER NEC 220.84 APARTMENT: 60 UNITS X 22,800 VA 164,160 VA 182,860 VA 762 AMPS 800 AMPS 800A-2P = = SUB-TOTAL (APARTMENT LOADS) 684,000 VA 684,000 VA * ENGINEERING OPINION OF PROBABLE DEMAND: 88KW HOUSE PANEL 18,700 VA= 100A 2P BREAKER (TYPICAL) 1 1/2"C., 3-#2 + GROUND CU OR #1 SER AL CABLE CONDUIT AND WIRE AS DIRECTED BY POWER COMPANY 800 AMP. MAIN BRKR. 1Ø, 3W 120/240V 42K AIC (2) PROVIDE A 25A 2P BREAKER IN LIEU OF THIS 15A 2P BREAKER IN ROOMS 105, 205 AND 305. (3)PROVIDE A 15A 1P BREAKER IN ALL LEVEL "0" APARTMENTS. LEVEL "0" RECEPTACLES 1000500 120/240V 1Ø SQ D QO - "H1" 20 1 1500 1500 1 20 100 20"x39"x5 3/4" SEE RISER 8500 70 83 10000 SEE RISER DETERMINED TO BE FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH LEVEL "0" RECEPTACLES LEVEL "1" RECEPTACLES LEVEL "1" RECEPTACLES LEVEL "1" WS-1 COMM. BOARD SPARE BUILDING PERIMETER LIGHTS SITE LIGHTING 20 2 --- 500 500 500 500 1000 1000 1000 1000 LEVEL "0" LIGHTING LEVEL "1" LIGHTING LEVEL "0" EH-1 LEVEL "1" EH-1 LEVEL "0" EH-2220 --- LEVEL "0" EH-2220 --- LEVEL "1" EH-2220 --- LEVEL "1" EH-2220 --- 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1500 1500 1500 2000 1000 1000 1000 2000 2000 2000 LEVEL "2" LIGHTING 1000 120/240V 1Ø SQ D QO - "H2" 20 1 1000 1000 1 20 100 20"x39"x5 3/4" SEE RISER 4500 37 37 4500 SEE RISER DETERMINED TO BE FEED TOP DIMENSIONS LOAD FEED BOTTOM WATTS CONDUIT SIZE S.C. INT CAP/BKR.AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 WATTS 1 LOCATION MAKE/MODEL CLASS CIR LOAD LLAMPEAB AMPE LOAD/POLE MAIN LUGS ONLY MAIN BRKR. AMPS MAIN SW. BRK PO AMPS PO BRK 40 42 36 38 AMPS. 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSH LEVEL "3" LIGHTING LEVEL "2" RECEPTACLES LEVEL "2" RECEPTACLES SPARE 1000 500 500 500 500 SPARE LEVEL "2" WH/1 LEVEL "3" EH-2220 --- LEVEL "3" EH-2220 --- 500 500 1000 1000 1000 1000 500 500 500 500 500 500 1000 1000 1000 1000 LEVEL "3" RECEPTACLES LEVEL "3" RECEPTACLES LEVEL "3" WH/1 SPARE SPARE PANEL "H1" PANEL "H2" 1 1/2"C., 3-#2 + GROUND CU OR #1 SER AL CABLE 39,990 AFC 32,004 AFC FAULT CURRENT CALCS BASED ON 167KVA 120/240V UTILITY TRANSFORMER