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HomeMy WebLinkAbout1207 E Fruit St Bldg# C & D - PlanLICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 GI-000 COVER SHEET INTERIOR AND EXTERIOR TENANT IMPROVEMENTS FOR: PHOENIX HOUSE- ORANGE COUNTY 1207 E FRUIT STREET BUILDINGS C & D, SANTA ANA, CALIFORNIA 92701 LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 GI-001 GENERAL INFORMATION & L · · · · · · · · · · · FE FE PS PS PSFE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 GI-002 EGRESS AND OCCUPANCY PLAN BUILDING "C" PS FE FEFPFE FP FP FP FE FE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 GI-003 EGRESS AND OCCUPANCY PLAN BUILDING "D" FP FE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 GI-004 SITE PLAN FH FE FH FE PS PS PSFE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-100 BUILDING "C" DEMO PLAN PS FH FE FE FE PS PS PSFE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-101 BUILDING "C" FLOOR PLAN PS FE FEFPFE FP FP FP FE FE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-103 BUILDING "D" DEMO PLAN FEFPFE FP FP FP FE FE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-104 BUILDING "D" FLOOR PLAN FH FH LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-200 BUILDING "C" DEMO RCP LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-201 BUILDING "C" RCP LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-203 BUILDING "D" DEMO RCP LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-204 BUILDING "D" RCP LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-300 SUSPENDED AND JOISTED GYP. BD CEILING DETAILS .ºº LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-301 ACT CEILING DETAILS LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-400 BUILDING "C" AND "D" ROOF PLANS LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-500 BUILDING "C" FINISH PLAN ℄ LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-501 BUILDING "D" FINISH PLAN LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 LC CL CL CL CL A-800 TYPICAL DETAILS LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-801 TYPICAL DETAILS LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-802 TYPICAL DETAILS 3" (76 mm) MIN. 2" (52 mm) 2" (52 mm) LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-803 TYPICAL DETAILS LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 DOOR SCHEDULE AND DETAILS A-900 LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-901 WINDOW SCHEDULE AND DETAILS BUILDING "C" LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51 AS SHOWN CITY RESUBMITTAL 02 2/6/2026 A-902 WINDOW SCHEDULE DETAILS, EXT. ELEV. BUILDING "D" SCALE12NAILING SCHEDULE - SCALE20STRUCTURAL NOTES - DESIGN CRITERIA 1.THIS PROJECT HAS BEEN DESIGNED TO SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED IN THE 2022 CALIFORNIA BUILDING CODE (CBC). GENERAL 1.DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY WITHIN THE PLANS, SECTIONS OR DETAILS SHALL BE PROMPTLY REPORTED TO THE STRUCTURAL ENGINEER OF RECORD. DO NOT SCALE DRAWINGS. 2.PORTIONS OF THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY. ITEMS INCLUDING, BUT NOT LIMITED TO, LOCATIONS, SIZES, QUANTITIES, ACCESSORIES AND CONNECTIONS ARE INDICATED IN A REPRESENTATIONAL MANNER AND MAY NOT BE COMPLETELY SHOWN. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS. 3.THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AXIOM STRUCTURAL DESIGN INC. 4.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR FEDERAL AGENCIES HAVING JURISDICTION. AXIOM STRUCTURAL DESIGN INC ASSUMES NO RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5.ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF AXIOM STRUCTURAL DESIGN INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE SITE VISITS, TO ANSWER QUESTIONS AND VIEW THE PROGRESS OF THE WORK. 6.THE CONTRACTOR SHALL NOTIFY AXIOM STRUCTURAL DESIGN INC 48 HOURS PRIOR TO THE CLOSING OF ANY PHASE OF CONSTRUCTION. 7.ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL LOCATION. AXIOM STRUCTURAL DESIGN INC DOES NOT PERFORM CONSTRUCTION ENGINEERING OR ENGINEERING NECESSARY TO PLACE ANY STRUCTURAL MEMBERS IN THEIR FINAL LOCATION. 8.FEATURES OF CONSTRUCTION INDICATED ARE TYPICAL. WHERE FEATURES ARE NOT FULLY OR SPECIFICALLY INDICATED BY THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION SHALL BE AS INDICATED FOR IDENTICAL OR SIMILAR FEATURES ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. IF ANY CONDITIONS REQUIRE CONSTRUCTION DIFFERENT THAN THAT INDICATED ON THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER OF RECORD. 9.STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. IF STRUCTURAL ELEMENTS INTERFERE WITH THE WORK INDICATED IN ANY OTHER CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER OF RECORD. 10.THE CONSTRUCTION DOCUMENTS ARE NOT COMPLETE AND READY FOR CONSTRUCTION UNTIL THEY ARE APPROVED BY THE ENFORCEMENT AGENCY AND SIGNED BY THE STRUCTURAL ENGINEER OF RECORD. WOOD 1.LUMBER SHALL BE GRADED IN ACCORDANCE WITH CBC SECTION 2303.1, CLASSIFICATION, DEFINITION, METHODS OF GRADING AND DEVELOPMENT OF DESIGN VALUES FOR ALL SPECIES OF LUMBER. SOLID SAWN LUMBER SHALL BE GRADE MARKED DOUGLAS FIR (NINETEEN PERCENT, 19%, MOISTURE CONTENT, MAXIMUM, AT THE TIME OF INSTALLATION) AS FOLLOWS: A)HORIZONTAL FRAMING MEMBERS (JOISTS, RAFTERS & BEAMS): D.F. NO. 2 B)VERTICAL FRAMING MEMBERS (POSTS, 4X AND LARGER): D.F. NO. 2 C)STUDS, 2x AND 3x: D.F. NO. 2 2.PLYWOOD SHALL CONFORM TO THE CBC, CONSTRUCTION AND INDUSTRIAL PLYWOOD (5 PLY MINIMUM). PLYWOOD SHALL BE MANUFACTURED USING EXTERIOR GLUE. PLYWOOD DIAPHRAGMS AND SHEAR WALLS SHALL BE CONSTRUCTED WITH PLYWOOD SHEETS NOT LESS THAN 4 FEET BY 8 FEET, EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24 INCHES UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN SHEAR WALLS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 3.LUMBER SHALL NOT BE CUT OR NOTCHED UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED IN WRITING, BY THE STRUCTURAL ENGINEER OF RECORD. 4.ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE SLAB, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE PRESSURE TREATED WOOD. 5.FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5 8 INCH NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7 INCHES INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 9 INCHES OF EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3" SQUARE (SEE SIMPSON BPS PLATES) SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. THE HOLE IN THE PLATE WASHER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3 16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 13 4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. THE PLATE SHALL EXTEND TO WITHIN 1 2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. PER SDPWS SECTION 4.3.6.4.3. 6.ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE PROVIDED WITH A 1 2 INCH AIR SPACE ON TOPS, SIDES AND ENDS. 7.THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN THE CBC 8.ALL MACHINE BOLTS CONNECTING WOOD MEMBERS ON THE PLANS SHALL CONFORM TO ASTM A307, GRADE A. PLACE MALLEABLE IRON OR STEEL PLATE WASHERS UNDER THE HEADS AND/OR NUTS OF ALL BOLTS WHEN BEARING DIRECTLY ON WOOD. ALL BOLTS SHALL BE RETIGHTENED IMMEDIATELY PRIOR TO COVERING OR CLOSING IN. 9.PRE-MANUFACTURED WOOD CONNECTORS SHALL BE MANUFACTURED FROM THE SIMPSON STRONG-TIE COMPANY, INC. NO SUBSTITUTIONS. ALL 4x4 AND LARGER POSTS SHALL HAVE SIMPSON CCQ OR ECCQ TYPE COLUMN CAPS UNLESS OTHERWISE NOTED ON THE PLANS. 10.FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT TREATED WOOD INCLUDING NUTS AND WASHERS SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FOR ADDITIONAL REQUIREMENTS SEE THE CBC. POST INSTALLED ANCHORS NOTES: 1.THESE NOTES SHALL APPLY TO THE INSTALLATION, INSPECTION, AND TESTING OF ALL EXPANSION AND CHEMICAL ANCHORS. 2.INSTALL PER REQUIREMENTS OF THE ICC-ES EVALUATION REPORT FOR THE SPECIFIC ANCHOR OR AS REQUIRED BY THE MANUFACTURER. ALL ANCHORS SHALL MEET THE MINIMUM EMBEDMENT, EDGE DISTANCE, SPACING, AND SLAB THICKNESS CRITERIA ESTABLISHED BY THE RELEVANT ICC-ES EVALUATION REPORT. 3.WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRE-STRESSED CONCRETE (PRE- OR POST-TENSIONED) LOCATE THE PRE-STRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 4.POST INSTALLED ANCHORS INSTALL IN EXTERIOR & INTERIOR AREAS SUBJECT TO CORROSIVE AND WET CONDITIONS ARE TO BE STAINLESS STEEL ANCHORS, UNO. POST INSTALLED ANCHORS TESTING NOTES: 1.TEST LOADS AND FREQUENCY SHALL BE IN ACCORDANCE WITH THE CBC. 2.IF ANY ANCHOR(S) FAIL TESTING, ALL ANCHORS OF THE SAME TYPE SHALL BE TESTED, WHICH ARE INSTALLED BY THE SAME TRADE, NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME THE INITIAL TEST FREQUENCY. 3.WHEN POST INSTALLED ANCHORS ARE USED FOR; A.SILL PLATE BOLTING APPLICATIONS, 10 PERCENT OF THE ANCHORS SHALL BE TESTED. B.OTHER STRUCTURAL APPLICATIONS, ALL SUCH ANCHORS SHALL BE TESTED. C.NONSTRUCTURAL APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE, 50 PERCENT OR ALTERNATE BOLTS IN A GROUP, INCLUDING AT LEAST ONE-HALF THE ANCHORS IN EACH GROUP, SHALL BE TESTED. 4.THE TESTING OF THE POST INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY. EXCEPTIONS: A.UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING. B.WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100# AND THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS, ONLY 10 PERCENT OF THOSE ANCHORS NEED BE TESTED. C.WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED CONCRETE, ONLY 25% OF THE DOWELS SHALL BE TESTED IF ALL THE FOLLOWING CONDITIONS ARE MET: a.THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN EXISTING AND NEW CONCRETE. b.THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS TWELVE (12) c.THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH AS SHEAR WALLS, COLLECTORS AND DIAPHRAGMS). d.ANCHORS TO BE TESTED SHALL BE SELECTED AT RANDOM BY THE SPECIAL INSPECTOR / INSPECTOR OF RECORD (IOR). D.TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLABS ON GRADE, WHERE THE SLAB IS NOT PART OF THE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED. E.TESTING IS NOT REQUIRED OF POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE (3) FASTENERS PER SEGMENT OF TRACK. 5.ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON ICC-ESR OR MANUFACTURERS WRITTEN INSTRUCTION, ACCEPTABLE TO THE ENFORCEMENT AGENCY. FIELD TEST SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS. A.HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE MOVEMENT DURING THE TENSION TEST, E.G., AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE NUT FOR ADHESIVE ANCHORS, WHERE OTHER THAN BOND IS BEING TESTED, THE TESTING DEVICE SUPPORT SHALL NOT BE LOCATED WITHIN 112 TIMES THE ANCHOR'S EMBEDMENT DEPTH TO AVOID RESTRICTING THE CONCRETE SHEAR CONE TYPE FAILURE MECHANISM FROM OCCURRING. B.TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE SPECIFIED TORQUE WITHIN 1 2 TURN OF THE NUT. EXCEPTIONS: a.SLEEVE TYPE ANCHOR: ONE-QUARTER (1 4) TURN OF THE NUT FOR A 3 8"Ø ANCHOR ONLY. b.SCREW TYPE ANCHOR: ONE-QUARTER (14) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW HEAD. COLD-FORMED STEEL FRAMING 1.ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AISI. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS". 2.ALL STUDS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS OF 2020 AISI STANDARDS. 3.ALL PRODUCTS SHALL BE MANUFACTURED BY CURRENT MEMBERS OF THE STEEL STUD MANUFACTURES ASSOCIATION (SSMA) PER ICC LEGACY REPORT ESR-3064P EXCEPT SLOTTED TRACK SHALL BE MANUFACTURED BY "CALIFORNIA EXPANDED METAL PRODUCTS COMPANY" PER ICC ESR-2012. a.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 4.ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED. 5.ALL STEEL MEMBERS 18GA OR LIGHTER SHALL BE MANUFACTURED PER ASTM A653 S.S.,GRADE 33, AND 16GA OR HEAVIER PER ASTM A653 S.S., GRADE 50, CLASS I. 6.THE MINIMUM UNCOATED STEEL THICKNESS AS DELIVERED TO THE JOBSITE SHALL BE: 20GA = 0.0329", 18GA = 0.0428", 16GA = 0.0538", 14GA = 0.0677", 12GA = 0.0966", AND 10GA 0.1180" 7.ALL STEEL MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE STRUCTURAL SECTION PROPERTIES AS GIVEN IN SSMA. 8.ALL STUDS/JOISTS SHALL HAVE WEB PUNCH-OUTS AT 24" O.C. AT MID-DEPTH. PUNCH-OUTS SHALL NOT EXCEED HALF THE MEMBER DEPTH (d/2) OR 21 2" IN WIDTH, WHICHEVER IS LESS, & 412" IN LENGTH. 9.NO STUD "PUNCH-OUTS" ARE ALLOWED WITHIN THE TOP OR BOTTOM 12" OF ANY STUDS. STUDS W/ "PUNCH-OUTS" WITHIN THE TOP OR BOTTOM 12" ARE TO BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 10.TRACK SHALL MATCH STUD/JOIST DEPTH & GAGE, AND FLANGE WIDTH SHALL BE 11 4", UON. ALL TRACKS TO BE UNPUNCHED WITH SOLID WEBS. 11.FASTENING OF FRAMING COMPONENTS SHALL BE WITH SELF-DRILLING SELF-TAPPING SCREWS OR WELDING. WHERE DETAILS CALL FOR SCREWS, THE MINIMUM SIZE SHALL BE AS FOLLOWS: #8 FOR 20GA MATERIAL, #10 FOR FOR 18 & 16GA MATERIAL, & #12 FOR 14GA OR HEAVIER MATERIAL, UON. SCREW SIZE IS DETERMINED BY THE GA OF THE THICKEST PART BEING JOINED UON. INSTALL SCREWS WITH THE HEAD IN CONTACT WITH THE THICKEST PART BEING JOINED UON. AS AN ALTERNATE, STEEL MEMBERS 18GA OR HEAVIER MAY BE WELDED WITH A 12" LONG WELD (FILLET OR FLARE GROOVE) IN LIEU OF EACH SCREW, UON. 12.SCREW SPACING AND EDGE DISTANCE SHALL NOT BE LESS THAN 3 x D (D = NOMINAL SCREW DIAMETER). PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN 3 EXPOSED THREADS. ALL SCREW HEADS SHALL BE LOW-PROFILE TYPE. 13.ALL SCREWS SHALL CONFORM WITH ASTM C1513 AND HAVE A CORROSION-RESISTANT COATING. 14.ALL WELDING SHALL CONFORM WITH AWS DI.3. ALL WELDING TO STRUCTURAL STEEL SHALL ALSO CONFORM WITH AWS DI.I. THE ELECTRODES USED FOR WELDING SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI. ALL WELDS OF GALVANIZED STEEL SHALL BE COATED WITH A ZINC-RICH PAINT. 15.FASTENING OF SHEATHING SHALL BE WITH SELF-DRILLING SELF-TAPPING SCREWS. #6 MIN FOR GYPSUM BOARD & #8 MIN FOR STRUCTURAL PANELS. ALL SCREW HEADS SHALL BE FLAT-PROFILE TYPE. EXISTING CONSTRUCTION NOTES: 1.CAREFULLY EXAMINE THE CONSTRUCTION DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY CONFLICTS OR DISCREPANCIES WITHIN THE STRUCTURAL CONSTRUCTION DOCUMENTS AND BETWEEN ALL OTHER CONSTRUCTION DOCUMENTS AND THE EXISTING CONSTRUCTION. 2.EXISTING CONSTRUCTION INDICATED IN THE CONSTRUCTION DOCUMENTS IS BASED UPON INFORMATION SHOWN ON AVAILABLE EXISTING DRAWINGS AND/OR LIMITED VISUAL OBSERVATIONS. THE EXISTING CONSTRUCTION MAY VARY FROM THAT INDICATED ON THE CONSTRUCTION DOCUMENTS. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS. 3.VERIFY ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING CONSTRUCTION PRIOR TO STARTING CONSTRUCTION OR FABRICATION. DO NOT SCALE EXISTING DRAWINGS. 4.EXISTING STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. IF EXISTING STRUCTURAL ELEMENTS INTERFERE WITH THE WORK INDICATED IN ANY CONSTRUCTION DOCUMENT, OR IF UNCERTAIN THAT AN ELEMENT IS STRUCTURAL, NOTIFY THE STRUCTURAL ENGINEER OF RECORD. 5.PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF THE EXISTING STRUCTURE AND SITE DURING DEMOLITION AND CONSTRUCTION. MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING ADEQUATE SHORING, BRACING, WEATHER PROTECTION AND DUST PROTECTION. THE REMOVAL OR MODIFICATION OF EXISTING STRUCTURAL ELEMENTS SHALL BE PERFORMED IN A MANNER TO PREVENT DAMAGE TO THOSE ELEMENTS TO REMAIN. SHOULD DAMAGE OCCUR TO ANY EXISTING ELEMENTS, THEY SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 6.EXISTING FOUNDATIONS THAT MAY BE AFFECTED BY ANY EXCAVATIONS REQUIRED FOR THIS PROJECT SHALL BE UNDERPINNED, SHORED OR SUPPORTED ADEQUATELY TO PREVENT SETTLEMENT AND LATERAL MOVEMENT. 7.IF EXISTING STRUCTURAL ELEMENTS NOT INDICATED FOR REPLACEMENT OR REPAIR ARE DISCOVERED TO BE DAMAGED OR DIFFERENT THAN INDICATED ON THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER OF RECORD. SUCH DAMAGE OR DIFFERENCE SHALL INCLUDE, BUT NOT BE LIMITED TO, DRY-ROT, WATER DAMAGE, INSECT DAMAGE, POOR WORKMANSHIP OR FIT-UP, BUCKLING, EXCESSIVE DEFLECTION, SAGGING, TWISTING, WARPING, AND DIFFERENT SIZE, ORIENTATION, GRADE, QUALITY OR MATERIAL. POWDER ACTUATED FASTENERS (LOW VELOCITY) 1.INSTALL PER REQUIREMENTS OF THE ICC-ES EVALUATION REPORT FOR THE SPECIFIC FASTENER OR AS REQUIRED BY THE MANUFACTURER. ALL FASTENERS SHALL MEET THE MINIMUM EMBEDMENT, EDGE DISTANCE, SPACING, AND SLAB THICKNESS CRITERIA ESTABLISHED BY THE RELEVANT ICC-ES EVALUATION REPORT. A.HILTI X-U HILTI ICC-ES ESR-2269 B.PDP SIMPSON STRONG TIE ICC-ES ESR-2138 2.SHOT PINS TO CONCRETE SHALL BE 0.157"Ø WITH 11 4" EMBEDMENT MIN INTO CONCRETE, TYP UNO. 3.SHOT PINS TO STRUCTURAL STEEL SHALL BE 0.145"Ø W/ KNURLED SHANK DRIVEN INTO STEEL PER MANUFACTURER AND ICC-ES REPORT, TYP UNO. 4.SHOT PINS MAY BE USED FOR SHEAR OR TENSION LOADS FOR ANCHORING ITEMS SUCH AS ACOUSTICAL CEILINGS, MECH. DUCTS, CONDUITS, ETC., UNLESS SPECIFICALLY DETAILED OTHERWISE. SHOT PINS SHALL NOT BE USED FOR CEILING DIAGONAL BRACING WIRES. ANY SHOT ANCHORS MUST HAVE AN ICC APPROVAL FOR THE TYPE OF CONCRETE USED ON THE JOB. 5.SHOT PINS SHALL NOT BE USED IN CONCRETE CURBS. 6.THE ALLOWABLE LOADS SHALL BE 80% OF ICC APPROVED VALUES. 7.TESTING: THE OPERATOR, TOOL, & FASTENER SHALL BE PRE-QUALIFIED BY THE PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST "PULL-OUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD SHALL BE APPLIED TO THE PIN IN SUCH A MANNER AS NOT TO RESIST THE SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE PIN. THEREAFTER, RANDOM TEST UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE TO APPROXIMATELY 1 IN 10 PINS. IF ANY PIN FAILS, TEST ALL PINS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL 20 CONSECUTIVE PASS, THEN RESUME THE INITIAL TESTING FREQUENCY. SEISMIC DESIGN CRITERIA SITE CLASS OCCUPANCY CATEGORY RISK CATEGORY SEISMIC DESIGN CATEGORY IMPORTANCE FACTOR, IE SS S1 SMS SDS D - DEFAULT II II D 1.0 1.293 0.461 1.551 1.034 WIND DESIGN CRITERIA EXPOSURE BASIC WIND SPEED VELOCITY PRESSURE EXPOSURE COEFFICIENT, Kz & Kh TOPOGRAPHIC FACTOR, KZT DIRECTIONALITY FACTOR, Kd GROUND ELEVATION FACTOR, Ke VELOCITY PRESSURE, qh C 95 MPH 0.90 1.0 0.85 1.0 17.4 psf WEDGE ANCHORS IN CONCRETE 1,2 NOMINAL SIZE / DIAMETER (inch)1/4 3/8 1/2 5/8 3/4 1 DRILL BIT DIAMETER (inch)1 4 3 8 1 2 5 8 3 4 1 MIN HOLE DEPTH 3 (inch) HILTI KWIK BOLT TZ2 +1 4 +1 4 +1 4 3.1 +12 +1 4 +3 8 SIMPSON STRONG-BOLT 2 +18 +1 8 +1 4 +1 4 +1 4 +1 4 INSTALLATION TORQUE 4 (ft-lb) HILTI KWIK BOLT TZ2 CARBON STEEL 4 30 50 40 110 185 STAINLESS STEEL 6 30 40 60 125 185 SIMPSON STRONG-BOLT 2 CARBON STEEL 4 30 60 90 150 230 STAINLESS STEEL 4 30 65 80 150 N/A FOOTNOTES: 1.ANCHOR TYPE, SIZE, NOMINAL EMBEDMENT AND MATERIAL (CARBON VS STAINLESS) SHALL BE AS SPECIFIED IN THESE DRAWINGS. NO SUBSTITUTION SHALL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE S.E.O.R. 1.1.HILTI ANCHORS SHALL BE INSTALLED PER THE REQUIREMENTS OF ICC-ES REPORT ESR-4266 1.2.SIMPSON ANCHORS SHALL BE INSTALLED PER THE REQUIREMENTS OF ICC-ES REPORT ESR-3037 2.CONCRETE STRENGTH (f'c) SHALL BE 3,000 psi MIN 3.MINIMUM HOLE DEPTH SHALL BE MEASURED FROM THE BOTTOM OF THE SPECIFIED NOMINAL ANCHOR DEPTH 3.1.SHALL BE +12 FOR ANCHORS WITH 33 4" NOMINAL EMBEDMENT 4.INSTALLATION TORQUE SHALL SERVE AS THE TORQUE TEST VALUE SCALENOT USED NOT U S E D -8 SCALENOT USED NOT U S E D -7 SCALENOT USED NOT U S E D -6 SCALENOT USED NOT U S E D -5 SCALENOT USED NOT U S E D -1 SCALENOT USED NOT U S E D -2 SCALENOT USED NOT U S E D -3 SCALENOT USED NOT U S E D -4 FASTENING SCHEDULE 1 DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE SPACING AND LOCATION ROOF BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW (3) 8d; OR (3) 10d BOX; OR (3) 8d x 3" BOTH ENDS, TOENAIL BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS (2) 8d; OR (2) 8d x 3"BOTH ENDS, TOENAIL (2) 16d; OR (3) 8d x 3"END NAIL FLAT BLOCKING TO TRUSS AND WEB FILLER 16d @ 6" O.C.; OR 8d x 3" @ 6" O.C.FACE NAIL CEILING JOIST TO TOP PLATE (3) 8d; OR (3) 10d BOX: OR (3) 8d x 3" EACH JOIST, TOENAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OR PARTITIONS (NO THRUST) (3) 16d; OR (4) 10d BOX; OR (4) 8d x 3" FACE NAIL CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) VARIES BY APPLICATION SEE CBC 2019 TABLE 2308.7.3.1 FACE NAIL COLLAR TIE TO RAFTER (3) 10d; OR (4) 10d BOX: OR (4) 8d x 3" FACE NAIL RAFTER OR ROOF TRUSS TO TOP PLATE (3) 10d; OR (3) 16d BOX; OR (4) 10d BOX; OR (4) 8d x 3" TOENAIL RAFTER TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2-INCH RIDGE BEAM (2) 16d; OR (3) 10d BOX; OR (3) 8d x 3" END NAIL (3) 10d; OR (4) 16d BOX; OR (4) 10d BOX; OR (4) 8d x 3" TOENAIL WALL STUD TO STUD AT DOUBLE STUDS (NOT IN STRUCTURALLY SHEATHED WALLS) 16d; OR 10d BOX; OR 8d x 3" FACE NAIL (2) ROWS @ 32" O.C., STAGGERED (NET SPACING = 16" O.C.) STUD TO STUD AT DOUBLE STUDS IN STRUCTURALLY SHEATHED WALLS 16d FACE NAIL (2) ROWS @ 16" O.C., STAGGERED (NET SPACING = 8" O.C.) STUD TO STUD AT INTERSECTING WALL CORNERS (NOT IN STRUCTURALLY SHEATHED WALLS) 16d; OR 16d BOX; OR 8d x 3" FACE TO EDGE NAIL 16d @ 16" O.C.; OR ELSE @ 12" O.C. STUD TO STUD AT INTERSECTING WALL CORNERS IN STRUCTURALLY SHEATHED WALLS 16d FACE TO EDGE NAIL 8" O.C. BUILT-UP HEADER (2x TO 2x MEMBERS)16d; OR 16d BOX FACE NAIL TO EDGE NAIL 16d @ 16" O.C.; OR ELSE @ 12" O.C. CONTINUOUS HEADER TO STUD (4) 8d; OR (4) 10d BOX TOENAIL TOP PLATE TO TOP PLATE 16d FACE NAIL (2) ROWS @ 32" O.C., STAGGERED (NET SPACING = 16" O.C.) TOP PLATE TO TOP PLATE LAPS AT CORNERS AND INTERSECTIONS (2) 16d; OR (3) 10d BOX; OR (3) 8d x 3" FACE NAIL BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT IN STRUCTURALLY SHEATHED WALLS) 16d; OR 16d BOX; OR 8d x 3" FACE NAIL 16d @ 16" O.C.; OR ELSE @ 12" O.C. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING IN STRUCTURALLY SHEATHED WALLS (2) 16d; OR (3) 16d BOX; OR (4) 8d x 3" FACE NAIL 16" O.C. STUD TO TOP OR BOTTOM PLATE (4) 8d; OR (4) 10d BOX; OR (4) 8d x 3" TOE NAIL (2) 16d; OR (3) 10d BOX; OR (3) 8d x 3" END NAIL (2x TOP OR BOTTOM PLATE) FLOOR JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d; OR (3) 10d BOX; OR (3) 8d x 3" TOE NAIL RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d; OR 10d BOX; OR 8d x 3" TOENAIL 6" O.C. BUILT-UP GIRDERS AND BEAMS, 2x LUMBER LAYERS 20d; OR 10d BOX; OR 8d x 3" FACE NAIL TOP AND BOT, STAGGERED ON OPPOSITE SIDES 20d @ 32" O.C.; OR ELSE @ 24" O.C. AND: (2) 20d; OR (3) 10d BOX; OR (3) 8d x 3" FACE NAIL ENDS AND AT EACH SPLICE LEDGER STRIP SUPPORTING JOISTS OR RAFTERS (3) 16d; OR (4) 10d BOX; OR (4) 8d x 3" FACE NAIL EACH JOIST OR RAFTER JOIST TO BAND JOIST OR RIM JOIST (3) 16d; OR (4) 10d BOX; OR (4) 8d x 3" END NAIL BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS (2) 8d; OR (2) 10d BOX; OR (2) 8d x 3" TOENAIL BOTH ENDS FOOTNOTES: 1.NAILS SHALL BE COMMON WIRE NAILS, U.N.O. 2.WHEN A SPECIFIC NUMBER OF FASTENERS IS SPECIFIED THEY SHALL BE INSTALLED EQUALLY SPACED ACROSS THE MEMBER(S) 3.WHERE OTHER PLANS OR DETAILS ON THESE DRAWINGS SPECIFY DIFFERENT FASTENERS (SIZE, TYPE, QUANTITY, SPACING, ETC) THAN WHAT IS LISTED ABOVE FOR THE SAME APPLICATION THEY SHALL TAKE PRECEDENCE OVER THIS TABLE 4.FOR ADDITIONAL APPLICATIONS (INCLUDING STRUCTURAL PANELS, SHEATHING, PLANKS, ETC) NOT LISTED ABOVE, REFER TO THE CBC LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 DR. BY: S 6026 PROF ENGINEERREGISTERED ESSIONAL UCRTS TURAL EOF STAT I NIA CALFOR WORERHSEAL IM HC M NA A X I O M S T R U C T U R A L D E S I G N , I N C 1 6 7 S T H O R S T R E E T T U R L O C K , C A 9 5 3 8 0 w w w .a x i o m s d .c o m (2 0 9 ) 4 8 4 -8 6 4 0 (2 0 9 ) 4 9 5 -1 3 5 5 (2 0 9 ) 4 0 2 -4 9 4 0 M I C H A E L : K E V I N : N U N O : 25079 B LKJIHGFEDC 10 8 © ASPEN STREET 2026 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D PH O E N I X H O U S E OR A N G E C O U N T Y N KEY PLAN AGENCY APPROVALS AGENCY NO. DRAWING TITLE SHEET NO. ONIS S U E D FO R CITY RESUBMITTAL 01 2/6/2026 NM 215021.51JOB: AS SHOWNSCALE: 6 4 2 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . PLOTSTAMP S0.1 STRUCTURAL NOTES CENTER EQUIP WITHIN 6" ON STRUCTURAL WALL BELOW CONTRACTOR TO VERIFY WITH GUIDANCE OF THE SEOR IF THESE EXISTING CONCRETE CORRIDOR WALLS BELOW ARE BEARING (E) CONCRETE ROOF DECK SCALE 1 4" = 1'-0"8 BLDG "C" PARTIAL ROOF FRAMING PLAN SCALENOT USED NOT U S E D -17 SCALENOT USED NOT U S E D -13 SCALENOT USED NOT U S E D -9 SCALENOT USED NOT U S E D -5 SCALE NONE1ROOFTOP EQUIPMENT SCHEDULE (E ) 8 x 1 0 B E A M (E) 4x6 HDR (E) P O S T (BE L O W ) (E) P O S T (BE L O W ) (E) P O S T (BE L O W ) (E) P O S T (BE L O W ) (E) 2x8 JOISTS @ 16" O . C . SCALE 1 4" = 1'-0"16 BLDG "D" PARTIAL ROOF FRAMING PLAN SCALENOT USED NOT U S E D -18 SCALENOT USED NOT U S E D -19 SCALENOT USED NOT U S E D -20 1 SEE MECHANICAL ROOF PLAN FOR LOCATION PLAN NOTES: 1.SEE SHEET S0.1 FOR STRUCTURAL NOTES 2.SEE SHEET S0.1 FOR ANCHOR NOTES AND TESTING EQUIPMENT NOTES: 1.VERIFY EQUIPMENT LAYOUT / PLACEMENT WITH ARCHITECTURAL AND VENDOR DRAWINGS 2.EQUIPMENT SIZE, WEIGHT, AND ANCHORAGE SHOWN ON THE EQUIPMENT ANCHORAGE DETAILS SHALL BE VERIFIED WITH THE ACTUAL EQUIPMENT PRIOR TO INSTALLATION AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO INSTALLATION 3.THE STRUCTURAL SUPPORT APPARATUS TO WHICH EQUIPMENT IS TO BE ATTACHED, SHALL BE PARALLEL, SQUARE & LEVEL TO WITHIN ±116" AND FREE OF MOVEMENT 4.TORQUE TEST ALL ANCHORS AND STRUT FITTINGS, SEE STRUCTURAL NOTES. MECHANICAL ROOF EQUIPMENT SCHEDULE MARK DESCRIPTION WEIGHT (LBS)DETAIL PACKAGE ROOFTOP AC UNIT 797 PACKAGE ROOFTOP AC UNIT 359 SPLIT SYSTEM OUTDOOR CONDENSING UNIT 1 250 AC-1 2 M300 AC-2 ODU-1 3 M300 1 M300 AC-2 (E) P O S T (BE L O W ) (E) P O S T (BE L O W ) (E ) 4 x 1 2 B E A M (E ) 4 x 8 B E A M CENTER EQUIP WITHIN 12" ON STRUCTURAL WALL BELOW CONTRACTOR TO VERIFY WITH GUIDANCE OF THE SEOR IF THIS EXISTING WALL BELOW IS BEARINGAC-2 DUCTS THRU (E) PENETRATIONS (E) 6x10 BEAM PENETRATION THRU ROOF BETWEEN JOISTS PENETRATION THRU WALLS BETWEEN STUDS LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 DR. BY: S 6026 PROF ENGINEERREGISTERED ESSIONAL UCRTS TURAL EOF STAT I NIA CALFOR WORERHSEAL IM HC M NA A X I O M S T R U C T U R A L D E S I G N , I N C 1 6 7 S T H O R S T R E E T T U R L O C K , C A 9 5 3 8 0 w w w .a x i o m s d .c o m (2 0 9 ) 4 8 4 -8 6 4 0 (2 0 9 ) 4 9 5 -1 3 5 5 (2 0 9 ) 4 0 2 -4 9 4 0 M I C H A E L : K E V I N : N U N O : 25079 B LKJIHGFEDC 10 8 © ASPEN STREET 2026 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D PH O E N I X H O U S E OR A N G E C O U N T Y N KEY PLAN AGENCY APPROVALS AGENCY NO. DRAWING TITLE SHEET NO. ONIS S U E D FO R CITY RESUBMITTAL 01 2/6/2026 NM 215021.51JOB: AS SHOWNSCALE: 6 4 2 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . PLOTSTAMP S1.1 PARTIAL ROOF FRAMING PLANS SCALENOT USED NOT U S E D -14 SCALENOT USED NOT U S E D -13 SCALENOT USED NOT U S E D -15 SCALENOT USED NOT U S E D -16 SCALENOT USED NOT U S E D -12 SCALENOT USED NOT U S E D -18 SCALENOT USED NOT U S E D -17 SCALENOT USED NOT U S E D -19 SCALENOT USED NOT U S E D -20 2'-0" TYP 2'-0" TYP NOTES: 1.SEE CONCRETE NOTES AND TYPICAL DETAILS FOR REBAR CLEARANCES. 2.VERTICAL REBAR NOT SHOWN, SEE DETAILS. SINGLE LAYER BARS CORNER INTERSECTION #4 HAIRPIN BAR TO MATCH SPACING OF EA HORIZ BAR BENT BAR TO MATCH SIZE AND SPACING OF EA HORIZ BAR, TYPINTERSECTION LAP SPLICE LENGTH TYP DOUBLE LAYER BARS CORNER INTERSECTION INTERSECTION DD D 6d4" M I N ALL GRADES OF STEEL D = MINIMUM FINISHED INSIDE BEND DIA d = NOMINAL REBAR DIAMETER TOL = TOLERANCE (PER ACI 117) NOTES: 1.REINFORCING BEING LAP SPLICED MUST MEET ONE OF THE FOLLOWING CONDITIONS: A.CASE 1: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN ONE BAR DIAMETER, CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH. B.CASE 2: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS AND THE CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER. C.FOR ALL OTHER CASES, MULTIPLY THE SPLICES SHOWN BY 1.5. 2.THE ABOVE VALUES ARE FOR: UNCOATED REINFORCEMENT, GRADE 60 REBAR, CLASS B, NORMAL WEIGHT CONCRETE. 3.TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF NEW CONCRETE PLACED BELOW THE BAR. BOTTOM BARS ARE ALL OTHER HORIZONTAL OR VERTICAL REINFORCEMENT. 6 1 OFFSET BEND d d STIRRUP AND TIE HOOK - BENDS AND HOOKS REBAR SIZE D 180 DEG HOOK 90 DEG HOOK 135 DEG HOOK W L W W #3 112"3"4"33 8"518" #4 2"4"412"412"512" #5 212"5"5"55 8"57 8" #6 412"6"6"12"71 2" #7 51 4"7"7"14"83 4" #8 6"8"8"16"10" w STANDARD HOOK - BENDS AND HOOKS REBAR SIZE D 180 DEG HOOK 90 DEG HOOK W L W #3 21 4'3"4"6" #4 3"4"41 2"8" #5 33 4"5"5"10" #6 41 2"6"6"12" #7 51 4"7"7"14" #8 6"8"8"16" #9 91 2"113 4"101 4"191 4" #10 103 4"131 4"1112"22" #11 12"143 4"123 4"24" W 12d * D d * FOR STIRRUPS AND TIE HOOKS USE 6d FOR #5 AND SMALLER DE T A I L I N G DI M E N S I O N 90 HOOK 180 HOOK L 4d 212" M I N W D d DE T A I L I N G DI M E N S I O N D DE T A I L I N G DI M E N S I O N d 135 HOOK CONCRETE REBAR LAP SPLICE LENGTHS f'C BAR LOCATION BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 3,000 TOP 22"29"36"43"62"71"80"91"101" BOTTOM 17"22"28"33"48"55"62"70"78" 4,000 TOP 19"25"31"37"54"62"70"79"87" BOTTOM 15"19"24"29"42"48"54"61"67" END ENDADDL VERT BAR TO MATCH VERT REINF, TYP LAP SPLICE LENGTH TYP WIRE TOGETHER, TYP 3" MI N 8" MIN 8" M A X     1 1 2" M I N C L R T O PI P E F R O M BO T O F S L A B NOTES: 1.PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC. 2.ELECTRICAL CONDUITS 1" DIA OR LESS NEED NOT BE SLEEVED. 3.PIPES SHALL BE INSTALLED SUCH THAT CUTTING, BENDING OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. 4.PIPES EMBED IN SLABS & WALLS SHALL BE 2" MAX DIA & MIN SCH 40. 5.FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYEYLENE FOAM WITH A DENSITY OF 1.5-3 PCF (PER ASTM D1622) LAYERED TO MEET THICKNESS REQUIREMENTS. 2 MAX" SLAB REINF, SEE PLAN CONC SLAB, SEE PLAN PROVIDE JOINTS AS SHOWN 1 3 TOTAL DEPTH OF THICKENED SLAB OR 3" MIN SLEEVE AS REQD IN SLAB BELOW PIPE THROUGH SLAB BELOW SLAB SLEEVE AS REQD 11 2" M I I N CL R T O P I P E SCALENOT USED NOT U S E D -11 SCALENOT USED NOT U S E D -10 SCALENOT USED NOT U S E D -9 SCALENOT USED NOT U S E D -8 SCALENOT USED NOT U S E D -7 SCALE6CONCRETE SLAB DETAILS - SCALE4PIPE THROUGH SLAB - SCALE3HOOKS AND CORNER BARS - SCALE2REBAR BENDS, HOOKS AND SPLICES - 6"6" 3" CL R 12 " M A X SE E A R C H 6" MIN SL A B DE P T H SL A B DE P T H 1 1 1 8" WIDE SAW CUT FILLED 1 4 O F C O N C SL A B D E P T H #3x3'-0" PLAIN DOWELS @ 24" OC GREASE 1 2 OF DOWEL 8" MI N TOOLED RADIUS EQ EQ (E) CONC SLAB #3x24" DOWELS @ 24" OC EPOXY W/ 3" EMB, NO PULL TEST REQD DOWEL MATCH SLAB REINF SIZE & SPACING W/ STD HOOK SL A B DE P T H SL A B DE P T H EQ EQ EQ EQ 0" CL R E EXISTING SLAB D SLAB DEPRESSION C SLAB EDGE B CONSTRUCTION JOINT A CONTROL JOINT SL A B DE P T H EQ EQ EQ EQ 0" CL R #4 CONT #4 CONT EXTERIOR SLABS SHALL BE 5" MIN W/ #4 BARS @ 18" OC EA WAY CNTRD IN SLAB, UON LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 DR. BY: S 6026 PROF ENGINEERREGISTERED ESSIONAL UCRTS TURAL EOF STAT I NIA CALFOR WORERHSEAL IM HC M NA A X I O M S T R U C T U R A L D E S I G N , I N C 1 6 7 S T H O R S T R E E T T U R L O C K , C A 9 5 3 8 0 w w w .a x i o m s d .c o m (2 0 9 ) 4 8 4 -8 6 4 0 (2 0 9 ) 4 9 5 -1 3 5 5 (2 0 9 ) 4 0 2 -4 9 4 0 M I C H A E L : K E V I N : N U N O : 25079 B LKJIHGFEDC 10 8 © ASPEN STREET 2026 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D PH O E N I X H O U S E OR A N G E C O U N T Y N KEY PLAN AGENCY APPROVALS AGENCY NO. DRAWING TITLE SHEET NO. ONIS S U E D FO R CITY RESUBMITTAL 01 2/6/2026 NM 215021.51JOB: AS SHOWNSCALE: 6 4 2 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . PLOTSTAMP S2.1 TYPICAL CONCRETE DETAILS SCALE8PUNCH OUT REINFORCEMENT - SCALE7PARTITION FRAMING AT OPENINGS - SCALE5LIGHT GAGE STUD PARTITION WALL ELEVATION - SCALE3LIGHT GAGE STUD PARTITION WALL - SCALE4PARTITION BRIDGING - "W" @ MULTIPLE OPNG "W" @ OVERLAPPING OPNGSILL AND HDR PER SCH, TYP SEE DTL 6/- FULL HEIGHT JAMB STUDS, TYP SEE DTL 6/- BOT TRACK ANCHORAGE, TYP SEE DTL 9/- 6" MIN 9" MAX TYP 6" MIN 9" MAX TYP TRACK SPLICE OR HOLE INTERIOR LT GAGE STUDS, SEE ARCH FOR DEPTH AND SPACING AND FOR GAGE AND HEIGHT LIMITS, SEE DTL 3/- TOP TRACK ANCHORAGE, TYP SEE DETAILS 7, 8 AND 11/- CONDITION WHERE OPENING OCCURS @ DOOR/WINDOW JAMB STUDS (OPNGS OVERLAP) FULL HEIGHT JAMB STUDS FOR FRAMED OPNG WIDTH, TYP SEE DTL 6/- HDR SIZE FOR FRAMED OPNG WIDTH, TYP SEE DTL 6/- SILL SIZE FOR FRAMED OPNG WIDTH, TYP SEE DTL 6/- INFILL STUDS AS REQD BRIDGING AS REQD PER DTL 12/- HDR FOR OPNGS DETERMINED BY DISTANCE BETWEEN JAMB STUDS THAT RUN FULL HEIGHT 3 4" CL R 10 " MI N NOTES: 1.DO NOT CONNECT OUTER TRACK TO INNER TRACK OR STUDS 2.DO NOT CONNECT WALL FINISH TO OUTER TRACK NOTES: 1.DO NOT CONNECT WALL FINISH TO OUTER TRACK 54 MIL VERTICALLY SLOTTED TRACK W/ 1 4"x11 2" VERT SLOTS @ 1" O.C. #10 SMS EACH FLANGE, EACH STUD 54 MIL UNPUNCHED OUTER TRACK W/ 2" FLANGES #10 SMS EACH FLANGE, EACH STUD INNER TRACK W/ 212" FLANGES TO MATCH STUD SIZE & THICKNESS FOR CONNECTION, SEE WHERE SHEATHING OCCURS ON ONE SIDE OR NO SIDES, PROVIDE BRIDGING @ 4'-0" O.C. MAX SEE DTL 12/- NOTES: 1.CONDITION A - SUPPORTING CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES OF THE WALL DISTRIBUTING UP TO 50 LBS VERTICAL LOAD PER STUD 2.CONDITION B - SUPPORTING CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES OF THE WALL DISTRIBUTING UP TO 380 LBS TOTAL VERTICAL LOAD PER STUD 3.PARTITION WALL STUDS ARE SPACED @ 16" O.C. TYPICAL UNLESS NOTES OTHERWISE 4.PARTITION WALLS ARE TO BE BRACED/BRIDGED @ 48" O.C. ALONG HEIGHT OF PARTITION WALL 5.BRACING/BRIDGING IS NOT REQUIRED WHERE GYP BD OCCURS ON BOTH SIDES OF THE WALL PARTITION WALL SCHEDULES - MINIMUM STUD SIZE CONDITION MAX WALL HEIGHT 9'-0"12'-0"16'-0" A 362S137-33 362S137-43 400S137-43 362S137-54 400S137-43 600S137-43 B 362S137-43 362S137-43 400S137-43 --600S137-43 A SLIP-TRACK CONNECTION VERTICALLY SLOTTED TRACK B SLIP-TRACK CONNECTION NESTED TOP TRACK A B 3 4" CL R FOR CONNECTION OF TRACK TO STRUCTURE SEE DETAILS 7, 8 AND 11/- FOR CONNECTION OF TRACK TO STRUCTURE SEE DETAILS 7, 8 AND 11/- PROVIDE ADD'L ROW OF BRIDGING @ STUD PUNCH-OUT CLOSEST TO TERMINATION OF SHEATHING LT GAGE STUDS, SEE PLAN INDICATES STUD PUNCH-OUT, TYP SHEATHING ATTACHED TO STUDS W/ SMS @ 12" O.C. UON, SEE PLANS AND DETAILS FOR CONNECTION, SEE DTL 9/- 10 " MI N 10 " MI N HEADER AT OPENINGS TO 4'-0" MAX STUDS @ 16" O.C. UNPUNCHED 18GA TRACK #10 SMS EACH SIDE EACH STUD #10 SMS EACH SIDE @ 16" O.C. OPTIONAL 20GA TRACK TO ENCLOSE STUD HDR PER TABLE NOTES: 1.ALL STUDS USED IN HEADER MEMBERS SHALL BE UNPUNCHED 2.SCHEDULES FOR SILL BASED ON 4'-0" MAX HEIGHT (USE HEADER FRAMING FOR > 4'-0" HEIGHT) 3.ANCHORAGE OF EQUIPMENT TO THE JAMB, HEADER OR INFILL STUDS IS NOT PERMITTED OPNG WIDTH MAX PARTITION HEIGHT JAMBS (# OF STUDS) - MIL HEADER SILL 35 8" WALL 4" WALL 6" WALL FIGURE FRAMING MIL FIGURE FRAMING MIL ≤ 4'-0" 9'-0"(1) - 33 (1) - 33 (1) - 33 (1) TRACK 43 (1) TRACK 4312'-0"(2) - 43 (2) - 43 (2) - 43 (1) TRACK (1) STUD 54 16'-0"(2) - 43 (2) - 43 (2) - 43 > 4'-0" TO ≤ 10'-0" 9'-0"(2) - 43 (2) - 43 (2) - 43 (2) TRACKS (2) 6" STUDS 54 (1) TRACK (1) STUD 4312'-0"(2) - 43 (2) - 43 (2) - 43 16'-0"(2) - 54 (2) - 43 (2) - 43 10 " MI N HEADER AT OPENINGS 4'-0" TO 10'-0" MAX HDR PER TABLE UNPUNCHED 18GA TRACK (2) ROWS #10 SMS @ 4" O.C. T&B STAGG (2) ROWS #10 SMS @ 12" O.C. FOR WALL HT ≤ 12'-0" OR 6" O.C. FOR WALL HT > 12'-0" #10 SMS EACH SIDE EACH STUD SILL AT OPENINGS TO 4'-0" MAX 10 " MI N UNPUNCHED 18GA TRACK #10 SMS EACH SIDE EACH STUD STUDS @ 16" O.C. SILL AT OPENINGS 4'-0" TO 10'-0" MAX 2d O R 1' - 0 " M I N OPTIONAL 20GA TRACK TO ENCLOSE STUD (2) ROWS #10 SMS @ 4" O.C. #10 SMS EACH SIDE @ 16" O.C. SILL PER TABLE HEADER SILL CONNECTION 4'-0" TO 10'-0" MAX WIDTH EXT HDR WEB 112" O/ JAMB (3) #10 SMS EACH SIDE HDR, SEE TABLE (3) #10 SMS, TYP JAMB STUD, TYP SEE TABLE HEADER SILL CONNECTION 4'-0" MAX WIDTH SILL, SEE TABLE (2) #10 SMS, TYP CUT TRACK AND STUD FLANGE & BEND WEB TO FORM 11 4" RETURN, TYP CRIPPLE WALL STUD, TYP #10 SMS @ 6" O.C., TYP TRACK THICKNESS TO MATCH JAMB STUDS 4" MAX DEPTH DOUBLE JAMB STUD DETAIL #10 SMS, TYP HDR, SEE TABLE 14" MA X GAP, T Y P 3 4" TY P NOTES: 1.BACKING SHALL BE 6"x11 2"x16GA (600T150-54) UNPUNCHED BACKING TRACK (50 KSI) 2.CUT FLANGES OF TRACK AT EACH STUD 2.1.DO NOT CUT FLANGES BETWEEN STUDS 3.NOTCHING OR CUTTING OF TRACK NOT PERMITTED EXCEPT AS SHOWN 4.EXTEND BACKING ONE STUD BAY MIN BEYOND EDGE OF CABINET OR EQUIPMENT SPLICE CONT END ALTERNATE SPLICE SPLICE CONDITION INTERMEDIATE CONDITION END CONDITION 3 4" MI N TY P NOTES: 1.BACKING SHALL BE 6"x16 GA UNPUNCHED BACKING PLATE (50 KSI) ACROSS (3) STUDS MIN 2.NOTCHING OR CUTTING OF BACKING PLAGE IS NOT PERMITTED 3.EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIPMENT 4.THIS BACKING DETAIL IS TO BE USED TO SUPPORT ITEMS THAT WEIGHT LESS THAN 20 LBS 20 GA MIN METAL STUD @ 16" O.C. MAX, VFY (3) #10 SMS @ EACH END OF BACKING TRACK (3) #10 SMS TYP EACH STUD U-CHANNEL BRIDGING AT STUDS ACCEPTABLE FOR 20GA x 6" & SMALLER STUDS d d-12" STRAP BRIDGING AT STUDS ACCEPTABLE FOR ALL STUDS SIZES AND THICKNESSES, UNO BRACING IS NOT REQUIRED WHERE GYP BOARD IS INSTALLED ON BOTH SIDES OF PARTITION WALL NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL, STRAPS OR BLOCKING IS NOT PERMITTED FOR ANY CONDITION 112"x16GA U-CHANNEL, FULL LENGTH OF WALL FOR BRIDGING SPACING & LOCATIONS, SEE DTL 3/- L112"x2x16GA W/ (2) #8 SMS EACH LEG, TYP LT GA STUD, SEE PLAN FULL-DEPTH TRACK BLKG TO MATCH WIDTH AND THICKNESS OF STUDS, LOCATE @ EACH END OF WALL, @ 8'-0" O.C. MAX, AND WHERE STRAP SPLICES OCCUR LT GAGE STUD, SEE PLAN STRAP SPLICE, WHERE OCCUR CTRD BTWN STUDS CUT FLANGES & BEND WEB TO FORM A 4" OVERLAP EACH SIDE, TYP FOR BRIDGING SPACING & LOCATIONS, SEE DTL 3/- 2"x18GA CONT STRAP @ SIDES W/ NO SHEATHING (2) #10 SMS EACH SIDE OF SPLICE, STRAP TO BLKG TYP (2) #10 SMS EACH SIDE END, TYP #10 SMS EACH STRAP TO STUD, TYP (IF FILLET WELDS ARE USED IN LIEU OF SCREWS, WELD ALT SIDES OF STRAP @ EACH STUD) 38" MIN 3 8" MIN d STUD DEPTH 20 GA MIN METAL STUD @ 16" O.C. MAX, VFY L11 2x112x16GA ANGLE W/ (3) #10 SMS EACH LEG (3) #10 SMS TYP EACH STUD 1" d M I N EQ 1" d M I N d M I N d EQ EQ 1" EQ NOTES: 1.USE ONLY WHERE SPECIFIED IN OTHER DETAILS 1" (3) SCREW Ø TYP AT ENDS d INTERMEDIATE (3) SCREW Ø TYP #10 SMS FOR EA 2" OF DEPTH "d" @ EA ROW, (2) MIN PER ROW CONNECT TRACK TO STUD & ATTACH PER TYP DETAIL REINF W/ PIECE OF TRACK, MATCH DEPTH & GA ATTACH W/ #10 SMS EA SIDE OF PUNCH-OUT & AS SHOWN NOTES: 1.WHERE WALL MOUNTED CABINETS OR EQUIPMENT OCCUR PAF FASTENERS ARE NOT ALLOWED 2.PROVIDE ADDITIONAL ANCHOR 6" FROM ENDS OF TRACK AND 6" FROM EA SIDE OF ANY SPLICE, HOLES OR NOTCHES IN TRACK 3.PROVIDE MIN (2) ANCHORS FOR EACH PIECE OF TRACK 4.TESTING IS NOT REQUIRED FOR ANCHORS USED TO ATTACH TRACKS OF INTERIOR NON-SHEAR WALL PARTITIONS STUD WALL, SEE PLAN ∅ Ø TRACK W/ #10 SMS EA LEG INTO EA FLANGE OF EA STUD 4" MIN CONC SLAB TRACK THICKNESS TO MATCH STUD EXT TRACK TO NEXT JOST/BEAM B PARRALLEL TO FRAMING A PERPENDICULAR TO FRAMING 2x4 MIN BLKG WHERE TRACK ANCHORAGE OCCURS (2) #10x21 2" WOOD SCREWS INTO BLKG @ 16" OC MAX (E) 2x4 MIN ROOF FRAMING (E) ROOF SHEATHING LT GA STUDS @ 16" OC, SEE PLAN LT GA STUDS @ 16" OC, SEE PLAN (2) #10x21 2" WOOD SCREWS INTO BLKG @ 16" OC MAX (E) 2x4 MIN ROOF FRAMING (E) ROOF SHEATHING 8'-0 " M A X W / O S T R O N G B A C K 12'- 0 " M A X W / S T R O N G B A C K 362S137-54 STRONGBACK AS REQD W/ (2) #10 SMS INTO EA BRACE 400S137-54 BRACE @ 6'-0" OC MAX OR SPACE @ 4'-0" OC MAX WHERE CASEWORK AND EQUIP OCCUR, TYP 12GA CLIP W/ (3) #10 SMS EA LEG TRACK GA TO MACH STUD W/ #10 SMS EA FLANGE INTO EA STUD (4) #10x112" WOOD SCREWS (E) ROOF SHEATHING (E) 2x4 MIN ROOF FRAMING LT GA STUDS @ 16" OC, SEE PLAN CEILING, SEE ARCH 2x4 MIN BLKG WHERE BRACE OCCURS (4) #10x212" WOOD SCREWS (E) 2x MIN ROOF FRAMING (E) ROOF SHEATHING A PERPENDICULAR TO FRAMING SCALE12NON-STRUCTURAL WALL ANCHORAGE - SCALE11PARTITION WALL BASE TRACK ANCHORAGE - SCALE10PARTITION WALL TOP TRACK ANCHORAGE - SCALE9PARTIAL HEIGHT PARTITION WALL BRACING - 2x PT SILL (2) 2x TOP PLATES 16d END NAILS, SEE TABLE FULL HEIGHT JAMB, SEE TABLE 2x SILL, SEE TABLE (2) 16d END NAILS INTO EA 2x SILL HDR, SEE TABLE OPENING WIDTH SEE TABLE STITCH STUDS TOGETHER USING 16d @ 12" OC STAGG TRIMMER, SEE TABLE SPAN NOMINAL HDR DEPTH 1 QUANTITY OF MEMBERS END NAIL TO HEADERFULL HEIGHT TRIMMER SILL ≤ 4'-0"(2) 2x 1 1 1 4 ≤ 6'-0"4"2 1 2 4 1 THE TABLE IS BASED ON A NOMINAL HEADER WIDTH OF 4" 3" MIN 9" MAX EN EN WALL CORNER PLAN WALL INTERSECTION PLAN EN EN 2x STUD, TYP EN 16d @ 12" OC, TYP 2x STUD, TYP 16d @ 12" OC, TYP EN EN SHEATHING, SEE PLAN 1" CL R PERPENDICULAR TO TRUSSES 12" LONG 2x BLKG W/ (2) 16d TO PLATE, TYP PARALLEL TO TRUSSES (2) 2x PLATE 2x WALL, SEE PLAN SIMPSON DTC CLIP @ 24" OC, TYP 12" LONG 2x BLKG W/ (2) 16d TO PLATE, TYP (2) 2x PLATE 2x WALL, SEE PLAN CEILING JOIST, SEE PLAN SIMPSON DTC CLIP @ 24" OC, TYP CEILING JOIST, SEE PLAN 0.157"∅ PAF W/ 112" EMBED @ 32" OC 2x PT SILL NOTES: 1.PLATES BORED, CUT OR NOTCHED MORE THAN 13 OF WIDTH SHALL HAVE ADDITIONAL ANCHOR EACH SIDE OF BORE, CUT OR NOTCH (AS FOR SPLICES) 2.TWO ANCHORS MINIMUM FOR EACH PIECE OF SILL CONC SLAB, SEE PLAN 2x BLKG AS REQD 9'-0 " MAX #10 SMS EA SIDE, EA STUD 30 ° - 6 0 ° 3 4" M I N E D G E D I S T A N C E AN D S P A C I N G , T Y P 400S137-54 BRACE @ 6'-0" OC MAX OR SPACE @ 4'-0" OC MAX WHERE CASEWORK AND EQUIP OCCUR, TYP CUT FLANGES & BEND WEB BACK ATTACH W/ (4) #10 SMS LT GA STUD PARTITION WALL, SEE PLANS FASTEN BRACE TO TRACK W/ (4) #10 SMS SCALE14PARTITION WALL TOP TRACK ANCHORAGE - SCALE13PARTIAL HEIGHT PARTITION WALL BRACING - 4" MIN CONC SLAB ∅ Ø 4" MIN CONC SLAB CEILING, SEE ARCH SCALE18TRACK BACKING PLATE - SCALE17FLAT BACKING - SCALE15PARTITION WALL TOP TRACK ANCHORAGE - SCALE19TRACK BACKING PLATE - SCALE16PARTITION WALL TOP TRACK ANCHORAGE - SCALE20WOOD BLOCKING - NOTES: 1.EXTEND BACKING ONE STUD BAY BEYOND THE EDGE OF CABINET OR EQUIPMENT 2.NOTCHING OR CUTTING OF BACKING PLATE IS NOT PERMITTED EXCEPT AS SHOWN (3) #10x11 2" WOOD SCREWS @ EA STUD (3) #10x112" WOOD SCREWS @ EA END OF BACKING TRACK 2x STUDS @ 16" OC 600T150-54 UNPUNCHED DO NOT CUT FLANGES BETWEEN STUDS L112x11 2x16GA W/ (3) #10x11 2" WOOD SCREWS INTO 2x STUD W/ (3) #10 SMS INTO TRACK 3 4" MI N TY P 14" MA X GAP, TYP EXTEND BLKG TO NEXT STUD CUT T&B FLANGES AT EACH STUD, TYP 3 8" MIN 38" MIN SPLICE CONDITION INTERMEDIATE CONDITION ALTERNATE SPLICE CONDITION 24" LONG 2x BLK W/ (2) 16d @ 12" OC AND WITHIN 3" OF ENDS END CONDITION 2X STUDS @ 16" OC, SEE PLAN PROVIDE ADD'L STUD (SAME SIZE AS WALL STUDS) @ EACH END OF BACKING (2) 16d TN EACH END OF BLKG OPPOSITE FRAMING CLIP B. ELEVATIONNOTES: 1.DO NOT CUR OR NOTCH STUDS TO INSTALL BACKING 2.VERIFY LENGTH HEIGHT, QUANTITY & LOCATION OF BACKING WITH ARCHITECTURAL DETAILS AND ACCESSORY MANUFACTURER 3.EXTEND BACKING TO FIRST STUD PAST END OF ACCESSORY B. SECTION A. ELEVATION A. SECTION 4X FLAT BLKG A34 CLIP T&B EACH END, TYP A34 CLIP T&B EACH END, TYP 2X STUDS @ 16" OC, SEE PLAN 4X FLAT BLKG LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 DR. BY: S 6026 PROF ENGINEERREGISTERED ESSIONAL UCRTS TURAL EOF STAT I NIA CALFOR WORERHSEAL IM HC M NA A X I O M S T R U C T U R A L D E S I G N , I N C 1 6 7 S T H O R S T R E E T T U R L O C K , C A 9 5 3 8 0 w w w .a x i o m s d .c o m (2 0 9 ) 4 8 4 -8 6 4 0 (2 0 9 ) 4 9 5 -1 3 5 5 (2 0 9 ) 4 0 2 -4 9 4 0 M I C H A E L : K E V I N : N U N O : 25079 B LKJIHGFEDC 10 8 © ASPEN STREET 2026 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D PH O E N I X H O U S E OR A N G E C O U N T Y N KEY PLAN AGENCY APPROVALS AGENCY NO. DRAWING TITLE SHEET NO. ONIS S U E D FO R CITY RESUBMITTAL 01 2/6/2026 NM 215021.51JOB: AS SHOWNSCALE: 6 4 2 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . PLOTSTAMP S2.2 TYPICAL PARTITION FRAMING DETAILS (2) #12 SMS T&B & (3) #12 SMS EACH SIDE THRU (1) LAYER OF GYP BD LT GA STUDS (20 GA MIN) (2) #10 SMS EACH SIDE, TYP #10 SMS, TYP CUT TRACK FLANGE & BEND WEB, TYP TRACK TOP AND BOTTOM W/ (3) #10 SMS INTO TRACK 6" MAX 16 GA TRACK T&B OF PANEL LT GA STUD MATCH (E) GA AND DEPTH A FRONT VIEW B SIDE VIEW GYP BD SHOWN ONLY REQD FOR RATED WALLS, SEE ARCH FOR WALL RATINGS 200# MAX 1'-8" MIN #14 SMS EA CORNER (4 TOTAL) THRU (1) LAYER OF GYP BOARD LT GA STUDS (20 GA MIN) 6"x16GA TRACK BACKING 2' - 0 " MI N 2" MAX 6" MAX 2" MA X A FRONT VIEW B SIDE VIEW 200# MAX #4xTRENCH WIDTH @ 24" OC EPOXIED W/ 3" EMB, TYP EA SIDE (E) CONC SLAB ON GRADE 2" SAND REPAIR VAPOR BARRIER AS REQD CLEAN SAND OR 1500 PSI LEAN CONC MIX 12" MIN TRENCH WIDTH EQ EQ 0" NOTES: 1.SOIL TO BE COMPACTED TO 90% 2.NO PULL TEST REQUIRED FOR EPOXIED DOWELS 3000 PSI CONC MATCH THICKNESS OF (E) SLAB VERIFY ALL ELECTRICAL DUCT DIMENSIONS AND LOCATIONS PRIOR TO ANY CONCRETE POURS 11 2" CLR VERIFY 11 2" CLR 6" TYP #3 BENT DOWEL @ 12" OC ALT EA SIDE EPOXIED W/ 23 8" EMBED #3 CONT EA SIDE (3) #3 CONT NOTES: 1.SOIL TO BE COMPACTED TO 90% 2.NO PULL TEST REQUIRED FOR EPOXIED DOWELS (E) CONC SOG (4" MIN THICKNESS) VAPOR BARRIER MATCH EXISTING. OVERLAP EXISTING BASE, MATCH EXISTING 3" CL R HANGER, TYP SEE MEP 3 8"∅ A36 ATR, TYP 3 8"∅ EXP ANCHOR W/ 11 2" EMB ∅ 112" TYP ·∅ ·∅ · ·· ∅ ∅ FOR ADDITIONAL PIPE/CONDUIT SUPPORT INFORMATION SEE MEP DRAWINGS ALL SEISMIC BRACING TO BE DEFERRED WHEN REQUIRED TO OCCUR 3 8"∅ COUPLER 1'-0" MIN (E) CONC DECK (4" MIN) 50LBS MAX PER SUPPORT IN ALL CASES HANGER ROD LENGTHS SHALL BE LIMITED TO AVOID IMPACT WITH OTHER STRUCTURAL OR NON-STRUCTURAL COMPONENTS STIFFY GRIPPER 3 8"∅ A36 ATR, TYP 3 8"∅ EXP ANCHOR W/ 11 2" EMB ∅ 112" TYP 3 8"∅ COUPLER 1'-0" MIN (E) CONC DECK (4" MIN) 50LBS MAX PER SUPPORT EMT CONDUIT IS TO BE SUPPORTED AT 10'-0" MAX CABLING IS TO BE SUPPORTED AT 4'-0" MAX PROVIDE ADDITIONAL SUPPORT AT 3'-0" OF EVERY OUTLET BOX, JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TERMINATION. HANGER ROD LENGTHS SHALL BE LIMITED TO AVOID IMPACT WITH OTHER STRUCTURAL OR NON-STRUCTURAL COMPONENTS CONDUIT/CABLE (5PLF MAX) NUT AND WASHER MAY USE J-HOOK HGR OR SIM FOR CABLING IN-LIEU OF STIFFY GRIPPER P1000 STRUT W/ #12x4" WOOD SCREW INTO EA JOIST STRUT NUT W/ LOCK WASHER, TYP (E) ROOF SHEATHING (E) 2x JOIST, TYP ·∅ ·∅ · SEE MEP DRAWINGS FOR ADDITIONAL PIPE AND CONDUIT SUPPORT REQUIREMENTS 3 8"∅ A36 ATR, TYP HANGER, TYP SEE MEP 50 LBS MAX PER SUPPORT PIPE/CONDUIT MAYBE BE DIRECTLY FASTENED TO STRUT USING P1100 SERIES CLAMPS (2) SIMPSON SDS25212 SCREWS EA SIDE OF PANEL 2x STUDS, TYP 4x BLK W/ (2) SIMPSON A34 CLIPS EA END, TYP T&B 2x INFILL STUD AS REQD W/ SIMPSON A34 CLIP EA END 6" MAX CUT BACK STUD W/ (2) 10d TN INTO BLK, TYP GYP BD SHOWN ONLY REQD FOR RATED WALLS, SEE ARCH FOR WALL RATINGS FOR OSP INFORMATION SEE ELECTRICAL A FRONT VIEW B SIDE VIEW 200# MAX SCALE8PUNCH OUT REINFORCEMENT - SCALE4FLUSH MOUNT PANEL ANCHORAGE - SCALE11EQUIPMENT SLEEPER ALTERNATE - SCALE10EQUIPMENT SLEEPER - SCALE9ROOF EQUIPMENT BLOCKING - SCALE7PUNCH OUT REINFORCEMENT - SCALE3PIPE/CONDUIT HANGER SUPPORT - SCALE6TYPICAL SURFACE MOUNTED PANEL - SCALE2CONDUIT/CABLING SUPPORT HANGER - SCALE5TYPICAL FLUSH MOUNTED PANEL - SCALE1PIPE/CONDUIT HANGER SUPPORT - EQUIPMENT ANCHORAGE (E) ROOF SHEATHING 4x4 BLOCK W/ SIMPSON LUS44 HGR EA END 6x8 FLAT SLEEPER 3"2'-0" MAX VERIFY (E) JOIST SPACING 11 2" TY P (E) 2x MIN JOISTS BELOW 2" M I N TY P 3" M I N EM B , T Y P 1"Ø MAX COUNTERSUNK HOLE, TYP FOR SIMPSON SDS SCREW (2) SIMPSON SDS25600 INTO CNTR OF EACH (E) JOIST, TYP FOR ROOFING AND FLASHING, SEE ARCH FOR ROOFING AND FLASHING, SEE ARCH (E) ROOF SHEATHING 112" MIN TYP 2" M I N TY P 3" M I N EM B , T Y P 4x6 BLKG W/ (2) SIMPSON A35 CLIP EACH END 11 2" TY P (E) 2x MIN JOISTS BELOW 3"3'-0" MAX 1"Ø MAX COUNTERSUNK HOLE, TYP FOR SIMPSON SDS SCREW (2) SIMPSON SDS25600 INTO BLKG BELOW, TYP 6x8 FLAT SLEEPER A PLAN VIEW C SECTIONBSECTION END A PLAN VIEW B SECTION END C SECTION (E) ROOF FRAMING, TYP SCALE14REFRIGERATOR ANCHORAGE - SCALE15COUNTERTOP ANCHORAGE - SCALENOT USED NOT U S E D -16 SCALE12WALL STUD REPAIR - SCALE18CHAIN LINK FENCE ENCLOSURE - SCALENOT USED NOT U S E D -19 SCALENOT USED NOT U S E D -20 COUNTERTOP ALT LOCATION STP 8" STRAP, TYP EA SIDE (2) 2"x4" STP ADHESIVE PADS, TYP EA SIDE 1'-6" MAX 400# MAX 2' - 0 " MI N H = 6 ' - 6 " M A X H/ 3 ± 3 " H/ 3 ± 3 " SAFE-T-PROOF SEISMIC ANCHORING KIT STP-MP-203-09 PER ICC ESR-4167 EXIST WALL FRAMED W/ 20GA MIN METAL STUDS OR 2x WOOD STUDS B SIDE ELEVATION A PLAN VIEW H/ 3 ± 3 " STP 25 8x7x3 16"x0'-2" L BRACKET FASTENED TO STRUT USING 1 2"∅ A307 BOLT W/ STRUT NUT, TYP STP STRAPS, TYP P1000 T&B W/ (2) #12 SMS INTO EA STUD, SPAN (3) STUDS MIN 5"x6" STP MP-203 FASTENER W/ 3M ADHESIVE PAD, TYP USE SIMPSON SDS25312 WHEN 2x WOOD STUDS OCCUR 200# MAX 6'-0" OC MAX LINE POST LOOP CAP 23 8"∅ LINE POST TIES 12" OC MAX, TYP 7' - 0 " MA X TENSION WIRE W/ HOG RINGS WHERE BOTTOM RAIL IS NOT REQD 2' - 6 " FT G 3" CL R 1'-0"∅ FTG CONC POLE FTG, TYP EA POST TURN BUCKLE 27 8"∅ END OR CORNER POST ADJUSTABLE TRUSS ROD 15 8"∅ BOTTOM RAIL FOR FENCE HEIGHTS OF 6'-0" AND ABOVE 15 8"∅ CNTR BRACE RAIL FOR FENCE HEIGHTS OF 6'-0" AND ABOVE 15 8"∅ TOP RAIL TENSION BAR, TYP AT END AND CORNER POSTS END OR CORNER POST TOP CAP KNUCKLE SELVAGE TOP AND BOTTOM OF CHAIN LINK FABRIC #4 DOWEL W/ STD HOOK INTO SLAB AND 24" LEG INTO FTG CONCRETE SLAB-ON-GRADE, SEE PLAN 1' - 0 " MI N 1' - 0 " MI N 1" EQ EQ 1" BASE TRACK ANCHORAGE PER DETAIL 11/S2.1DA M A G E D S T U D TO B E T R I M M E D B A C K EX I S T S T U D TO R E M A I N STUD TO MATCH AND ALIGN W/ EXISTING STUD ABOVE FASTEN TRACK WEB TO STUD W/ (6) #10 SMS EA END OF SPLICE TRACK W/ 11 4" FLANGES TO MATCH STUD GAUGE (18 GA MIN) 1" (3) #10 SMS ALONG EA TRACK FLANGE EA END OF SPLICE TRACK NESTED O/ STUD LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 DR. BY: S 6026 PROF ENGINEERREGISTERED ESSIONAL UCRTS TURAL EOF STAT I NIA CALFOR WORERHSEAL IM HC M NA A X I O M S T R U C T U R A L D E S I G N , I N C 1 6 7 S T H O R S T R E E T T U R L O C K , C A 9 5 3 8 0 w w w .a x i o m s d .c o m (2 0 9 ) 4 8 4 -8 6 4 0 (2 0 9 ) 4 9 5 -1 3 5 5 (2 0 9 ) 4 0 2 -4 9 4 0 M I C H A E L : K E V I N : N U N O : 25079 B LKJIHGFEDC 10 8 © ASPEN STREET 2026 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D PH O E N I X H O U S E OR A N G E C O U N T Y N KEY PLAN AGENCY APPROVALS AGENCY NO. DRAWING TITLE SHEET NO. ONIS S U E D FO R CITY RESUBMITTAL 01 2/6/2026 NM 215021.51JOB: AS SHOWNSCALE: 6 4 2 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . PLOTSTAMP S2.3 TYPICAL MISCELLANEOUS DETAILS TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 T24.1 HVAC ENERGY COMPLIANCE - BLD C TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 T24.2 HVAC ENERGY COMPLIANCE - BLD C TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 T24.3 HVAC ENERGY COMPLIANCE - BLD D TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 T24.4 HVAC ENERGY COMPLIANCE - BLD D RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-000 ELECTRICAL SYMBOLS, LIGHTING FIXTURE SCHEDULE, NOTES TYPICAL LIGHTING CONTROLS SEQUENCE OFOPERATIONS (INDOOR) : BLDG D: CHANGE OF USE FROM 'B' OCC TO R2.1 OCCUPANCY, REMODEL OF ENTIRE BLDG. BLDG C: R2.1 OCCUPANCY, REFRESH OF BLDG. EXISTING BUILDING D AREA OF WORK FRUIT STREET EXISTING BUILDING C AREA OF WORK (D) PANEL 'D' 120/240V,1Ø,3W (E) AC PANEL WEST 120/240V,1Ø,3W (D) AC PANEL EAST 120/240V,1Ø,3W (E) MAIN FACP (E) 12"SQ X 6"D CAN WITH 3"C DN (E) SCE XFMR 22 #P5204027 (E) HV PP (E) MSB1 800A,208Y120V EXISTING BUILDING F APPROX. LOCATION NOT IN SCOPE (E) MSB2 400A, 120/240V,1Ø,3W (E) UG PRIMARY SERVICE (E) PP W/UTILITY TRANSFORMER EXISTING BUILDING E APPROX. LOCATION NOT IN SCOPE (E) PP (E) PANEL 'LAUNDRY'(E) SB (E) 2"UG, REMOVE WIRE (E) 12" X 10"H X 6"D CAN WITH 2"C DN UG, ABANDON LAUNDRY FEEDER IN CAN (E) 2"C DN UF FROM CRAWL SPACE (E) BRKR BOX ABOVE SPLICE BOX NOTE: ALL LOCATIONS ARE APPROXIMATE (E) PANEL 'C' 120/240V,1Ø,3W (E) DORM RM 3 DIST. BD 400A,208Y120V (E) 2"C DN UG EXISTING BUILDING A APPROX. LOCATION NOT IN SCOPE TYP RUN ON BLDG AT 8FT IN EMT, UP TO CANOPY INTO BLDG 'D' NEW TBAR CEILING SPACE LT OF4 TYP. OF4 PSD-9 (N) PANEL 'D' 208Y120V,3Ø,4W (N) SEC 2 PANEL 'D1' 208Y120V,3Ø,4W PADLOCKED, EQUIPMENT MOVER ACCESS GATES TYP 215' 85' 85' RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-001 ELECTRICAL SITE PLAN PANEL 'DM' FED FROM GUTTER TAP, 208Y120V,3Ø,4W, AIC AVAIL PER ONE LINE RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-002 ELECTRICAL SPECIFICATIONS RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-003 ELECTRICAL DETAILS D-12 TP OF3 F4 F4 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F3 F3 F3F3F3 F3 F3 F3F3 F1 F1 F1 F1 F1 F1 F4 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F4 F1 F1 F2 F2 F2 F2 F5 F5 F5 F5 F5 F4 F1 F1 F4 X3 X3 X3 F4 F4 F4 F1 F1 F1 F1 X2 X2 X2 X2 X3 RELOCATED OF1 OF1OF1OF2NL OF1,OF2 OF2 OF2 OF2 OF2 RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-100C ELECTRICAL LIGHTING DEMOLITION AND PROPOSED PLANS-BLDG C TC3'CLEAR 2'-6"CLEAR TC3'CLEAR 2'-6"CLEAR RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-101C ELECTRICAL POWER/SIGNAL DEMOLITION AND PROPOSED PLANS-BLDG C (E) MINI SPLIT CONDENSERS AT CANOPY ROOFTOP TYPICAL OF 5 OF3 S RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-102C ELECTRICAL ROOF PLAN-BLDG C RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-110D ELECTRICAL DEMOLITION PLAN-BLDG D F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F1 F2 F2 F2F2 F2 F1 F6 F6E F6E F6E F6E F6E F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6F6 F6 F6 F6E F4 F4 F4 F4F5 F5F5 X2 X3 X2 X2 X2 F6E F6E F6E F5 F6F6 F2 F2 F2F2 F2 F7F7 (X2) F1F1F1 X1 a a a a a a a a b b b b a b bbbbbbbbbbb F1 (X2) (X2) (X2) b RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-210D ELECTRICAL LIGHTING PROPOSED PLAN-BLDG D (N)PNL 'DM DM-2 DM-5 DM-2 DM-3 DM-4 DM-11 NEW UG TO MSB1 RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-310D ELECTRICAL POWER/SIGNAL PROPOSED PLAN-BLDG D ™ PANEL 'DM' FED FROM GUTTER TAP , 208Y120V,3Ø,4W, AIC AVAIL PER ONE LINE OF3 OF3 S RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG E-320D ELECTRICAL ROOF PLAN-BLDG D RY/JS LICENSED A RCHITECT STATEOFCALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2025 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON F O R DRAWING TITLE DR. BY: PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 215021.51/SEC 25231 AS SHOWN CITY RESUBMITTAL 02 02/06/2026 ---- E:\SHARED DRIVES\WC\WC JOBS 25000\25231 PHOENIX HOUSE ASPEN\DRAWING\X-25231 - TITLE BLOCK.DWG (E) MAIN SWITCHBOARD MSB1 (E) DORM RM 3 DIST BD (E) MAIN SWITCHBOARD MSB2 E-500 ELECTRICAL ONE LINE DIAGRAM, PANEL & FEEDER SCHEDULES, CALCS NEW SEC 2 PANEL 'D1' ADD ARC FLASH LABEL USING ADHESIVE BACKING TO TO PANELS, GUTTER, DISC. NOTED REFEED FROM NEW PANEL 'DM' (AT BLDG 'D') 217' 99' NEW PANEL 'D' SEC 1 MODIFY COVER , HARDWARE, ACCESSORIES, TO INSTALL NEW BREAKER 70A 2P 175A 3P BLDG 'D' MAIN 340AT/3/400AF NEMA 3R EQUIPMENT EXT. OF BLDG D 3FT X 6"SQ GUTTER NEMA 3R EQUIPMENT EXT. ON BLDG D NEW PANEL 'DM' 14.374KIAC AVAIL. 1.96%VD NOTE: ELEC CONTRACTOR SHALL SUBMIT ALL FEEDER CONDUCTOR LENGTHS TO FINALIZE AIC AVAILABLE AND ARC FLASH LABELS 60' 3.22%VD 4.797AIC AVAIL. 3.06%VD3.86%VD 2.2%VD GLOBE VALVE HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY LOW PRESSURE STEAM HIGH PRESSURE STEAM AUTOMATIC AIR VENT MANUAL AIR VENT - MAV OUTSIDE AIR NOT IN MECHANICAL CONTRACT REFRIGERANT LIQUID / REFRIGERANT SUCTION POINT OF CONNECTION CUBIC FEET PER MINUTE GALLONS PER MINUTE ACCESS DOOR / ACCESS PANEL ABOVE FINISHED FLOOR THOUSANDS OF BTU'S PER HOUR EXISTING NEW POC MBH N.I.M.C. OSA RL / RS GPM CFM (N) (E) A.D. / A.P. A.F.F. HHWR AAV HHWS HPS LPS DUCT SIZE NET INSIDE DIMENSION SUPPLY AIR DUCT CROSS SECTION RETURN AIR DUCT CROSS SECTION SHUT OFF COCK BALANCE VALVE SHUT OFF VALVE PETES PLUG CHECK VALVE THERMOMETER TO BE REMOVED THERMOSTAT, MOUNT TOP AT +48" AFF DUCT DROP/RISE CONDENSATE DRAIN LINE 3-WAY CONTROL VALVE BUTTERFLY VALVE PRESSURE GAUGE FLEXIBLE COUPLING 2-WAY CONTROL VALVE AUTO MOTORIZED CONTROLLED DAMPER MOTORIZED FIRE / SMOKE DAMPER SMOKE DETECTOR DUCT WITH ACOUSTICAL LINING FIRE DAMPER / CEILING FIRE DAMPER VOLUME DAMPER W/ LOCKING QUADRANT FLEXIBLE DUCT CONNECTION EXHAUST AIR DUCT CROSS SECTION DESCRIPTION STRAINER REDUCER UNION P T T CD 1-8 12"x8" RA SA MECHANICAL LEGEND MD FSD FD/CFD 12"x8" CONDENSER WATER SUPPLY CWS CONDENSER WATER RETURN CWR STEAM CONDENSATE RETURN SCR ANALOG INPUT / ANALOG OUTPUT AI / AO DIGITAL INPUT / DIGITAL OUTPUT DI / DO FLOW SWITCH FS SD FSD FD MD SYMBOL EA W-WALL F-FLOOR 1ST DIGIT - LOCATION 12"x12" = NECK/COLLAR SIZE 300 CFM = CUBIC FEET PER MINUTE CUBIC FEET PER HOUR CFH CHILLED WATER RETURN CHWR CHILLED WATER SUPPLY CHWS C-CEILING R-RETURN E-EXHAUST 2ND DIGIT - DUCT SYSTEM S-SUPPLY SEE SCHEDULE -1, -2, ETC.3RD DIGIT - IDENTIFIER CS-1 300 CFM 12x12 CS-2 300 CFM 12x12 WS-1 300 CFM 14x8 PRESSURE REDUCING VALVE - PRV INDUSTRIAL COLD WATER ICW VD VD SHEET INDEX SHEET NO.DESCRIPTION M-100 MECHANICAL - LEGEND, NOTES & SCHEDULES M-101 MECHANICAL - FLOOR PLAN SUPPLY AIR DUCT - SINGLE LINE RETURN AIR DUCT - SINGLE LINE EXHAUST AIR DUCT - SINGLE LINE AIR REGISTER TAGS EXAMPLES X XEQUIPMENT TAG DEMOLITION NOTES 1.THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND MAKE HIMSELF AWARE OF ALL EXISTING CONDITIONS WHICH CAN BE OBSERVED. ADDITIONAL COSTS WILL NOT BE ALLOWED FOR CORRECTION OF ITEMS WHICH CAN BE OBSERVED AND THEREFORE SHOULD BE INCLUDED IN HIS BID. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED TO COMPLETE THIS PROPOSED PROJECT. 2.THE NOTES AND DRAWINGS CONTAINED ON THIS SHEET DESCRIBE IN A GENERAL SENSE THE EXTENT OF ITEMS TO BE MODIFIED, REMOVED OR INSTALLED. THIS DESCRIPTION DOES NOT NECESSARILY INCLUDE A DESCRIPTION OF ITEMS TO BE REPAIRED OR REFINISHED AS A RESULT OF THIS REMOVAL OR MODIFICATION. IN THE ABSENCE OF ANY SPECIFIC DIRECTION, THE CONTRACTOR SHALL REPAIR THE AFFECTED AREA(S) TO A CONDITION EQUAL TO THE ADJACENT AREA(S) AND/OR SIMILAR EXISTING CONDITIONS ON PROJECT. 3.THE CONTRACTOR SHALL PROVIDE DUST AND DEBRIS CONTROL THROUGHOUT THE PROJECT'S CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE BUILDING OWNER TO PROVIDE THE LEAST INTERRUPTION OF EXISTING BUILDING OPERATIONS. COORDINATE WITH THE OWNER THE LOCATION OF ON-SITE STORAGE AND STAGING. 4.NOT ALL REQUIRED PATCHING AND/OR REPAIRS ARE SPECIFICALLY NOTED ON THIS PLAN. 5.COORDINATE DEMOLITION WORK WITH NEW PROPOSED FLOOR PLANS. 6.CONTRACTOR SHALL DISCARD AND DISPOSE OF ALL DEMOLISHED ITEMS. 7.EXISTING PIPING AND ELECTRICAL OR COMMUNICATION CONDUITS WHICH INTERFERE WITH THE WORK SHALL BE RE-ROUTED BY THE CONTRACTOR. MECHANICAL GENERAL NOTES 1.ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE APPLICABLE SMACNA STANDARDS AND FABRICATION GUIDELINES. ALL METAL DUCTS SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL PER CALIFORNIA MECHANICAL CODE STANDARDS, UNLESS NOTED OTHERWISE. 2.DUCT PRESSURE CLASS SHALL BE MINIMUM 2" W.C. AND SHALL EXCEED THE FAN SYSTEM DESIGN EXTERNAL STATIC PRESSURE WHERE APPLICABLE. 3.PROVIDE TURNING VANES ON ALL SQUARE THROAT ELBOWS. RADIUS ELBOWS SHALL HAVE A THROAT RADIUS EQUAL TO OR GREATER THAN THE DUCT WIDTH. (USE SMACNA ELBOW TYPES RE 1 OR RE 2 ONLY, UNLESS NOTED OTHERWISE.) 4.DIVIDED FLOW BRANCHES SHALL SPLIT WITH ELBOWS PER NOTE 3. (USE SMACNA TYPE 1, 2, OR 4A/4B UNLESS NOTED OTHERWISE.) 5.BRANCH FITTING TAKEOFFS SHALL BE WYES, 45° LEAD IN, OR CONICAL/BELLMOUTH TAPS UNLESS NOTED OTHERWISE. DO NOT USE STRAIGHT TAPS. 6.ALL SUPPLY AND RETURN DUCT SHALL BE INSULATED PER T24 THICKNESS AND R-VALUE REQUIREMENTS (CEC 120.4(a)): 6.1.SUPPLY DUCT: MIN. R-4.2, BUT R-8 WHERE EXPOSED TO EXTERIOR OR UNCONDITIONED SPACE. 6.2.RETURN DUCT: MIN. R-4.2, BUT R-8 WHERE EXPOSED TO EXTERIOR OR UNCONDITIONED SPACE. 6.3.EXHAUST DUCT: NO INSULATION EXCEPT AS SHOWN. 7.EXTERNAL INSULATION EXPOSED TO WEATHER SHALL BE WEATHERPROOFED AND SHALL BE PAINTED TO MATCH ADJACENT SURFACE. 8.PROVIDE DUCT LEAKAGE TEST PER CMC 603.9.2. DUCTWORK NOTES 1.SCOPE: MODIFICATIONS TO THE EXISTING HVAC SYSTEM, INCLUDING MECHANICAL EQUIPMENT & DUCTWORK AS GENERALLY DELINEATED ON THE DRAWINGS. EQUIPMENT SHALL COMPLY WITH TITLE 24 CALIFORNIA CODE OF REGULATIONS. 2.CODES: ALL WORK MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY HAVING JURISDICTION. NOTHING IN THESE PLANS SHALL BE CONSTRUED TO PERMIT THE INSTALLATION OF WORK, MATERIAL OR EQUIPMENT NOT CONFORMING TO THESE OR OTHER CODES APPLICABLE TO THIS PROJECT: A.2022 CALIFORNIA ADMINISTRATIVE CODE (CAC) PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) B.2022 CALIFORNIA BUILDING CODE (CBC) PART 2, TITLE 24, CCR BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC) C.2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24, CCR BASED ON THE 2020 NATIONAL ELECTRICAL CODE (NEC) D.2022 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CCR BASED ON THE 2021 UNIFORM MECHANICAL CODE (UMC) E.2022 CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24, CCR BASED ON THE 2021 UNIFORM PLUMBING CODE (UPC) F.2022 CALIFORNIA ENERGY CODE (CEC) PART 6, TITLE 24 CCR. G.2022 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24, CCR BASED ON THE 2021 INTERNATIONAL FIRE CODE (IFC) H.2022 CALIFORNIA GREEN BUILDING STANDARDS (CGBSC) PART 11, TITLE 24, CCR 3.WORKMANSHIP: ALL WORKMANSHIP SHALL BE DONE IN A NEAT AND ORDERLY MANNER ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE. EQUIPMENT, DUCTS, GRILLES, ETC., SHALL BE PLUMB, LEVEL, SQUARE OR CENTERED ETC., TO GIVE A NEAT AND PLEASING APPEARANCE. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4.AVAILABLE POWER: THE MECHANICAL CONTRACTOR SHALL CONFIRM ALL SYSTEMS VOLTAGES BEFORE BIDDING OR ORDERING EQUIPMENT, AND SHALL ALLOW FOR BUCK & BOOST TRANSFORMERS IF REQUIRED. 5.AIR BALANCE: THE AIR DISTRIBUTION SYSTEM SHALL BE BALANCED TO DELIVER SPECIFIED AIR QUANTITIES FOLLOWING THE PROCEDURES OF THE LATEST EDITION OF THE SMACNA PUBLICATION PROCEDURAL STANDARDS FOR TESTING ADJUSTING & BALANCING OF ENVIRONMENTAL SYSTEMS. CONTRACTOR SHALL PROVIDE ACCESSIBLE & ADJUSTABLE VOLUME DAMPERS AS REQUIRED TO BALANCE THE SYSTEMS AND MAINTAIN A NOISE CRITERIA LEVEL NOT TO EXCEED 30. THE AIR BALANCE TECHNICIAN SHALL BE RESPONSIBLE TO MODIFY ALL SUPPLY, RETURN, AND EXHAUST FAN SHEAVES & VFD OUTPUT FREQUENCY LIMITS AS APPLICABLE SUCH THAT THE DESIGN AIR FLOWS ARE MET. ALL SUPPLY FANS CONTROLLED FOR FILTER LOADING SHALL SIMILARLY BE MODIFIED TO ENSURE THE FULL RANGE OF MOTOR POWER IS AVAILABLE TO THE CONTROL SYSTEM. RATED MAXIMUM FAN SPEED SHALL NOT BE EXCEEDED. 6.PERMITS AND UTILITY SERVICE FEES: CONTRACTOR TO ARRANGE AND PAY FOR ALL PERMITS, INSPECTIONS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF THE WORK. 7.EXISTING INFORMATION: LOCATION, SIZE, MATERIAL, ETC. OF EXISTING SYSTEMS, ETC., IS PROVIDED FROM SOURCES DEEMED TO BE RELIABLE BUT IS NOT GUARANTEED. CONTRACTOR SHALL FIELD VERIFY ALL DATA BEFORE PROCEEDING WITH ANY WORK. NO EXTRA COST WILL BE ALLOWED FOR CONDITIONS NOT AS SHOWN. 8.ACCURACY: PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS OF AC UNITS, EXHAUST FANS, WALLS, PARTITIONS ETC., AGAINST ARCHITECTURAL AND STRUCTURAL DESIGN PLANS FOR LOCATION CONSISTENCY & ACCURACY PRIOR TO COMMENCING WITH ANY WORK. 9.PAINTING: PAINT ALL VISIBLE INTERIOR PORTIONS OF TERMINAL DEVICES & CANS WITH FLAT BLACK ENAMEL PAINT. 10.SIZES: DUCTWORK SIZES ON PLANS ARE INSIDE NET FREE AREA. 11.MECHANICAL EQUIPMENT: ALL EQUIPMENT SHALL BE LISTED BY AN APPROVED TESTING AGENCY AND INSTALLED IN ACCORDANCE WITH ITS INSTALLATION INSTRUCTIONS AND LISTING. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M000 MECHANICAL LEGEND, SCHEDULES, & NOTES PACKAGED ROOFTOP AC UNIT SCHEDULE TRANE "PRECEDENT" #YHK060A3S0L MK. NO. AC-1 & MODEL # MANUFACTURER ELECTRICAL REMARKS 1. PROVIDE WITH 14" TALL FACTORY SLOPED ROOF CURB; FIELD VERIFY ROOF SLOPE. UNIT SHALL BE SIDE DISCHARGE CONFIGURATION. E.S.P. (IN. W.C.) NOM. TONS OSA CFM COOLING MBH HEATING MBH TOTAL SENS.VOLTS PH MCA OP. WT. (LBS) 4. INDOOR FAN DIRECT DRIVE VARIABLE/MULTI SPEED. THERMOSTAT SHALL BE SET FOR CONTINUOUS FAN OPERATION. 2. PROVIDE WITH MERV 13 2" FILTER IN FACTORY FILTER SLOT. 6. COOLING PERFORMANCE IS AHRI NET CAPACITY RATED AT 95°F DB AMBIENT, 80°F EDB, 67°F EWB. 2.0"5 500 208/230 3 36 79716.4/12.26148 SEE NOTES #1 - #8 REF. TYPE R-454B INPUT OUTPUT 80/56 64.8/45.3 5. PROVIDE WITH "OCCUPANT CONTROLLED SMART THERMOSTAT" (OCST), MOUNTED WITH TOP AT 48" A.F.F. DESIGN 1950 CFM INDOOR FAN 1 HP MOCP 50 SEER2 EER2 3. DISCONNECT & SINGLE POINT POWER SUPPLY BY ELECTRICAL. 7. ECONOMIZER WITH INTEGRAL POWER EXHAUST REQUIRED (NO SEPARATE POWER SUPPLY) 8. TWO STAGE NATURAL GAS HEAT, 3/4" CONNECTION, 4.5"-14.0" W.C. SUPPLY PRESSURE REQUIRED. POWER EXHAUST YES TRANE "CHOICE" #5WCC4030AC-2 -2.5 0 208 1 21 35913.4/11.029.6 22.2 SEE NOTES #1 - #6, #9R-454B-26.4990 1/2 HP 30NO & MODEL # MULTI-ZONE MINI SPLIT HEAT PUMP UNIT. MAX 11 INDOOR UNITS AND 46.9 MBH CONNECTED (MIN 18 MBH). INDOOR UNITS POWERED SEPARATELY. MANUFACTURERMK. NO. MK. NO. SPLIT SYSTEM INDOOR FANCOIL SCHEDULE SPLIT SYSTEM OUTDOOR CONDENSING UNIT SCHEDULE DESCRIPTION & MODEL # MANUFACTURER TYPE TONS CAPACITY (MBH) COOLINGNOM. OP. WT. LBS. PHVOLTS MOCPMCA ELECTRICAL HZ SEER2 LBS. OP. WT. REMARKS EER2 PHVOLTS MCA ELECTRICAL HZ DISCONNECT AND POWER SUPPLY BY ELECTRICAL. FC-1 DUCTLESS WALL FAN COIL 25 SEE NOTE #1 & #21208/230 60 0.24 ODU-1 MULTI-ZONE OUTDOOR HEAT PUMPMITSUBISHI #MXZ-SM36NL 1208/230 60 6436 23.0 25014.10 1. DISCONNECT & POWER SUPPLY BY ELECTRICAL. NOTES: NOTES: 3. PROVIDE FACTORY OPTION REFCO GOBI-II CONDENSATE PUMP CONNECTED TO FAN COIL POWER. FC-2 SEE NOTE #1 & #2 36.03 FC-3 DUCTLESS WALL FAN COIL 25 SEE NOTE #1 & #21208/230 60 0.24 FC-4 DUCTLESS WALL FAN COIL 29 SEE NOTE #1 & #21208/230 60 0.24 NOM. TONS 1/2 1 1-1/2 MAX CFM 191 297 438 MITSUBISHI #PKFY-L06NLMU-A ECONOMIZER YES NO 9. FRESH AIR PROVIDED BY EXISTING BUILDING EXHAUST (MIN 115 CFM) REC OCP 30 REF R-454B MOCP 15 15 15 MITSUBISHI #PKFY-L12NLMU-A MITSUBISHI #PKFY-L18NLMU-A DUCTLESS WALL FAN COIL 251208/230 60 0.241/2 191MITSUBISHI #PKFY-L06NLMU-A 15 EXHAUST FAN SCHEDULE MK. MODEL NUMBER MANUFACTURER &DESCRIPTION ELECTRICAL VOLTS PH OP. WT. (LBS) CFM NOTES: FAN RPM MOTOR POWER MOTOR NOM. RPM INLET NOISE REMARKS NO. EF-1 E.S.P. (IN W.C.) EF-2 COOK #GC-166 CEILING/WALL GRILLE FAN 115 1 12150110049W11003.0 SONES SEE NOTES #1 & #20.2" 2. WALL SWITCH & POWER SUPPLY BY ELECTRICAL. 1. WITH GRILLE & BACKDRAFT DAMPER. NO FAN SPEED CONTROL. INSTALL DUCTED WITH TERMINATIONS AS SHOWN ON PLAN. FIELD WIRING COMPARTMENT WITH RECEPTACLE INCLUDED. EF-3 COOK #GC-166 CEILING/WALL GRILLE FAN 115 1 12150110049W11003.0 SONES SEE NOTES #1 & #30.2" 3. 30 MIN TIMER WALL SWITCH & POWER SUPPLY BY ELECTRICAL. & MODEL NO. MANUFACTURERMK. NO. AIR DISTRIBUTION DEVICE SCHEDULE TYPE FRAME PATTERN BLOW REMARKSOBD CS-1 NO APPLIANCE WHITE, STEEL, SEE GENERAL NOTES #9, SIZE PER PLAN.NAILOR #6500-L LAY-IN 4 WAY CR-1, CE-1 NO APPLIANCE WHITE, STEEL, SEE GENERAL NOTES #9, SIZE PER PLAN.NAILOR #4260-L LAY-IN -- CS-2 YES APPLIANCE WHITE, STEEL, SEE GENERAL NOTES #9, SIZE PER PLAN.NAILOR #6500-S SURFACE SEE PLAN CR-2, CE-2 NO APPLIANCE WHITE, STEEL, SEE GENERAL NOTES #9, SIZE PER PLAN.NAILOR #4260-S SURFACE -- WS-1 YES APPLIANCE WHITE, STEEL, SEE GENERAL NOTES #9, SIZE PER PLAN.NAILOR #61DV SURFACE -- 2. OUTDOOR VENTILATION PROVIDED BY AC-1. HSPF2 11.0 NOT USED RANGE HOOD SCHEDULE RH-1 : RANGE HOOD, DUCTED TYPE, UP TO 350 CFM, UPPER CABINET MOUNT WITH FACTORY BRACKETS, 30" WIDE, STAINLESS STEEL FINISH, DISHWASHER SAFE MICRO FILTER, UL LISTED, ENERGY STAR, HARDWIRED 120V POWER, LED LIGHTING MODULES, 1.5 SONES, BROAN #GLA2303SS MINI SPLIT SYSTEMS TO REMAIN, TYPICAL OF 13 THIS BUILDING DEMOLISH & REMOVE WINDOW AC UNIT DEMOLISH & REMOVE WINDOW AC UNIT DEMOLISH & REMOVE WINDOW AC UNIT DEMOLISH & REMOVE WINDOW AC UNIT DEMOLISH & REMOVE FURNACE & SPLIT AC SYSTEM. DEMOLISH & REMOVE WALL REGISTERS & PATCH WALL, TYPICAL THIS SYSTEM. DEMOLISH AND/OR ABANDON DUCTWORK TO M AKE WAY FOR NEW WORK. SEE 1/M200. DEMOLISH & REMOVE WALL EXHAUST FAN DEMOLISH & REMOVE CEILING EXHAUST FAN DEMOLISH & REMOVE WALL REGISTERS & PATCH WALL, TYPICAL THIS SYSTEM. DEMOLISH AND/OR ABANDON DUCTWORK TO M AKE WAY FOR NEW WORK. SEE 1/M200. DEMOLISH & REMOVE WALL REGISTERS & PATCH WALL. DEMOLISH & REMOVE WALL REGISTERS & PATCH WALL. DEMOLISH & REMOVE WALL REGISTERS & PATCH WALL. DEMOLISH & REMOVE WALL REGISTERS & PATCH WALL. DEMOLISH & REMOVE WALL REGISTERS & DUCTWORK, SEE 1/M200 FOR NEW WORK. WALL REGISTER TO BE REMOVED FOR REPLACEMENT, DUCT TO REMAIN AS SHOWN. WALL REGISTER TO BE REMOVED FOR REPLACEMENT, DUCT TO REMAIN AS SHOWN. TRANSFER GRILLE LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M100 MECHANICAL BLD D DEMOLITION PLAN SCALE: MECHANICAL DEMOLITION FLOOR PLAN M100 1/4" = 1'-0" 1 NORTH DEMOLISH & REMOVE RHEEM SPLIT AC CONDENSER & REFRIGERANT LINES. REPAIR PENETRATIONS. DEMOLISH & REMOVE AMERICAN STANDARD AC UNIT, DUCTWORK & PLATFORM. NEW WORK TO UTILIZE EXISTING DUCT PENETRATIONS, CONDENSATE, & NATURAL GAS. (E) CHIMNEY CAP TO BE MODIFIED FOR NEW WATER HEATER FLUE SEE PLU MBING DRAWINGS. PROVIDE SHEET METAL CAP WITH DRIP EDGE OVER EXISTING ABANDONED CHIMNEY. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M101 MECHANICAL BLD D DEMOLITION ROOF PLAN SCALE: MECHANICAL DEMOLITION ROOF PLAN M101 1/4" = 1'-0" 1 NORTH DEMOLISH & REMOVE MINI SPLIT AC WALL UNIT OVERHEAD FH FE FH FE PS PS PSFE MINI SPLIT SYSTEMS ALONG BACK WALL TO REMAIN TYPICAL OF 6. ABANDONED CONDENSER TO BE DEMOLISHED & REMOVED, TYPICAL OF 3 INDOOR EQUIPMENT TO REMAIN ABANDONED. MINI SPLIT SYSTEMS ALONG FRONT WALL TO REMAIN TYPICAL OF 5. DEMOLISHDEMOLISH & REMOVE CEILING SUPPLY & PATCH CEILING. FIELD VERIFY & REMOVE ALL OTHER CENTRAL AC UNIT CEILING & WALL TERMINAL DEVICES & PATCH SURFACE THROUGHOUT BUILDING C. ALL TOILET ROOM EXHAUST SHALL REMAIN. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M102 MECHANICAL BLD C DEMOLITION FLOOR PLAN SCALE: MECHANICAL DEMOLITION FLOOR PLAN - BLD C M102 1/4" = 1'-0" 1 NORTH DEMOLISH & REMOVE MINI SPLIT AC CONDENSER & REFRIGERANT LINES. REPAIR PENETRATIONS. ROOFING TO BE REPLACED. PROVIDE NEW WALL BRACKET FOR MINI SPLIT CONDENSERS, OR TEMPORARILY SUPPORT UNIT & PROVIDE LEVEL PIER BLOCK SUPPORT ON NEW ROOF. TYPICAL OF 5 ALONG CANOPY. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M103 MECHANICAL BLD C DEMOLITION ROOF PLAN SCALE: MECHANICAL DEMOLITION ROOF PLAN - BLD C M103 \ 1 NORTH (E) MINI SPLIT CONDENSER, TYPICAL OF 13 THIS BUILDING 4 FC 3 FC 2 FC 1 FC T T T T 2 EF $ WS-1 150 CFM 8"x6" WS-1 50 CFM 6"x6" CS-1 230 CFM 8"ø CS-1 75 CFM 6"ø CS-1 75 CFM 6"ø CONNECT REGISTER TO (E) DUCT, TYP OF 2 THIS BRANCH. 8" ø 18"ø OR 25"x12" 16 " ø O R 2 2 " x 1 2 " T CS-1 355 CFM 10"ø CS-1 355 CFM 10"ø CS-1 355 CFM 10"ø CS-1 355 CFM 10"ø 10" ø 14" ø O R 1 4 " x 1 0 " 14 " ø O R 1 4 " x 1 0 " AC-1 FC-4 FC-3 FC-2 FC-1 $ 1 EF 10"ø EA UP TO ROOF CAP AT BRICK DOGHOUSE 3 EF $ 3 EF $ 8"ø PART HEIGHT WALL, SEE ARCH 3 EF $ 10 " ø 1" DOOR UNDERCUT 8"ø WALL CAP 18"x18" RA UP TO ROOF THROUGH (E) OPENING. USE RECTANGULAR ELBOWS WITH TURNING VANES. RH-1 31"x9" DUCT UNDER GIRDER. 8'-0" CEILING OK. (9'-0" B.O. GIRDER) 30"x8" DUCT UNDER GIRDER. 7'-9" CEILING DROP (8'-9" B.O. GIRDER) 7"ø METAL WALL CAP FOR KITCHEN EXHAUST PROVIDE FRAMED OPENING AT EXISTING WINDOW BAY & TERMINATE EXHAUST WITH WALL CAP. AREA AT DISCHARGE IS PLANTED AND NOT A PUBLIC WALKWAY PART HEIGHT WALL, SEE ARCH 18"x18" SA UP TO ROOF THROUGH (E) OPENING. USE RECTANGULAR ELBOWS WITH TURNING VANES. 9"x3" BELOW GIRDER LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M200 MECHANICAL BLD D FLOOR PLAN SCALE: MECHANICAL FLOOR PLAN - BLD D M200 1/4" = 1'-0" 1 NORTH (E) CHIMNEY CAP TO BE MODIFIED FOR NEW WATER HEATER FLUE & EXHAUST CAP PROVIDE SHEET METAL CAP WITH DRIP EDGE OVER EXISTING ABANDONED CHIMNEY. 1 ODU 10"ø EXHAUST GRAVITY ROOF CAP. COOK #PR SIZE 10 OR EQUAL. 1 AC 18"x18" RA DOWN THROUGH EXISTING ROOF OPENING. VERIFY OPENING SIZE & COORDINATE WITH MECHANICAL ENGINEER IF ALTERNATE DUCT SIZE IS REQUIRED. AC UNIT SHALL BE CENTERED ON FULL HEIGHT CONCRETE WALL BELOW. EQ EQ 18"x18" RA 18"x18" SA 18"x18" SA DOWN THROUGH ROOF LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M201 MECHANICAL BLD D ROOF PLAN SCALE: MECHANICAL ROOF PLAN - BLD D M201 1/4" = 1'-0" 1 NORTH MECHANICAL WELL ABOVE, SEE 1/M203 10"x14" RA FROM ABOVE CS-2 100 CFM 6"ø CS-2 100 CFM 6"ø 6"x6"12"x14" CS-2 50 CFM 6"%%ø CR-2 990 CFM 14"x14" WS-1 740 CFM 24"x8"WALL REGISTER ABOVE SHELF/SOFFIT ADJUST BLADES FOR 45° HORIZONTAL DEFLECTION EACH WAY. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M202 MECHANICAL BLD C FLOOR PLAN SCALE: MECHANICAL FLOOR PLAN - BLD C M202 1/4" = 1'-0" 1 NORTH DUCTS TO ATTIC THROUGH WELL WALL 2 AC DUCTS TO ATTIC THROUGH WELL WALL 10"x14" RETURN DUCT TO ATTIC BELOW ELECTRICAL CONNECTION EQEQ AC UNIT SHALL BE CENTERED ON BEARING WALL BELOW. (E) MINI SPLIT CONDENSERS AT CANOPY ROOFTOP TYPICAL OF 5 6"x6"12"x14" LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 M203 MECHANICAL BLD C ROOF PLAN SCALE: MECHANICAL ROOF PLAN - BLD C M203 1/4" = 1'-0" 1 NORTH LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 MECHANICAL DETAILS 12" PROVIDE 3/8"ø x 2" LONG LAG BOLT & WASHER. ONE AT EACH CORNER OF ATTACH TO (E) ROOF WITH 3/8"DIA HILTI KB-TZ2, 2-1/2" MIN. EMBEDMENT, MIN. (2) EXPANSION ANCHOR THY TEMS-3 (18 GA) MOUNTING SUPPORT NOTE: UNIT SHALL BE INSTALLED LEVEL. PROVIDE SLEEPERS AS NECESSARY TO MATCH ROOF PITCH. (E) CONCRETE SLAB 23-5/8" 251 LBS UNIT AT INSTALLATION FEET 16 13/32" 52-11/16" 8-27/32" PROVIDE CANT STRIPS AND FLASHING. REROOF FOR WATER TIGHT FIT CURB (2 PLACES) 8-27/32" 23-5/8" 8-27/32"8-27/32" LAG BOLT CONDENSER CURB 13" SIDE VIEW TOP VIEW REFRIGERANT CONNECTIONS SCALE: CONDENSING UNIT MOUNTING DETAIL M300 N/A 1 BOLTS AT EA. END OF CURB, (4) A.B. AT EACH CURB, MIN. (8) EXPANSION ANCHOR BOLTS FOR EQUIPMENT ANCHORAGE. DUCT PERIMETER P/2 = 30" SPECIAL ANALYSIS REQUIRED - STRAP 1"x0.030" (22 GA) 1"x0.058" (16 GA) 1-1/2"x0.058" (16 GA) 1"x0.047" (18 GA) MAXIMUM HALF OF PAIR @ 10'-0" SPACING P/2 = 72" P/2 = 96" P/2 = 120" P/2 = 168" P/2 = 192" P/2 > 193" WIRE/ROD 10 GA 3/8" 1/2" 10 GA1"x0.030" (22 GA) 1-1/2"x0.058" (16 GA) 1"x0.058" (16 GA) 1"x0.047" (18 GA) 1"x0.036" (20 GA) 1-1/2"x0.058" (16 GA) 1/4" PAIR @ 8'-0" SPACING STRAP WIRE/ROD 1"x0.058" (16 GA) 1"x0.058" (16 GA) 1"x0.047" (18 GA) 1"x0.036" (20 GA) 1"x0.030" (22 GA) 1"x0.030" (22 GA)12 GA PAIR @ 5'-0" SPACING STRAP WIRE/ROD 12 GA1"x0.030" (22 GA) 1"x0.058" (16 GA) 1"x0.047" (18 GA) 1"x0.036" (20 GA) 1"x0.030" (22 GA) 1"x0.030" (22 GA) PAIR @ 4'-0" SPACING STRAP WIRE/ROD WHENSTRAPS ARE LAP-JOINED, USE THESE MINIMUM FASTENERS: 1"x0.047", 0.036" 0.030" - TWO NO. 10 OR ONE 1/4" BOLT 1"x0.058" - TWO 1/4" BOLT 1-1/2"x0.058" - TWO 3/8" BOLT PLACE FASTENERS IN SERIES, NOT SIDE-BY-SIDE. MAX LOAD SCHEDULE STRAP WIRE OR ROD (DIA.) 1"x0.030" - 260 LBS 1"x0.036" - 320 LBS 1"x0.047" - 420 LBS 1"x0.058" - 700 LBS 1-1/2"x0.030" - 1100 LBS 3/8" - 680 LBS 1/4" - 270 LBS 0.162" - 160 LBS 0.135" - 120 LBS 0.106" - 80 LBS 1/2" - 1250 LBS 5/8" - 2000 LBS 3/4" - 3000 LBS NOTES: 1. 2. EXTERNAL LOADS. TABLES ALLOW FOR DUCT WEIGHT 1 LB./SF INSULATION WEIGHT NORMAL REINFORCEMENT AND TRAPEZE WEIGHT BUT NO DIMENSIONS OTHER THAN GAUGE ARE IN INCHES. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL.3. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 0.058" (16 GA) MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W) IS4. OVER 60", THEN P/2 MAXIMUM IS 1.25W. 5. FOR TRAPEZE SIZES SEE TITLE 24, PART 4, 2001 CALIFORNIA MECHANICAL CODE, APPENDIX A, UMC STANDARD 6-2, TABLE NUMBER 6-2-B. 6. 12 GA, 10 GA OR 8 GA WIRE IS STEEL OF BLACK-ANNEALED, BRIGHT BASIC OR GALVANIZED TYPE. DUCT SUPPORT STRAP, SEE TABLE BELOW FOR DETAILS GALVANIZED SHEET METAL DUCT WITH ACOUSTIC LINING, SHEET METAL DUCT WITH EXTERNAL INSULATION OR VENT, SEE PLANS FOR SIZE #10 x 3/4" SELF-TAPPING S.M. SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAPS TO BE TIGHT AGAINST DUCT. ACOUSTICAL LINING OR INTERNALLY LINED INSULATION. SUPPLY & RETURN AIR DUCTS SERVING A HOSPITAL OR OTHER MEDICAL BUILDING SHALL NOT HAVE OR GREATER THAN 6 SQUARE FEET REQUIRE HANGING DUCTS WITH A CROSS-SECTIONAL AREA EQUAL TO DUCTWORK SHALL CONFORM WITH APPENDIX A, NOTES: 3. 1. 2. HANGER MUST BE POSITIVELY ATTACHED TO THE DUCT WITHIN 2" OF THE TOP OF THE DUCT 4. 1-1/2"x0.058" (16 GA) 3/8" 1/2" 1/2" 3/8" 3/8" 1/2" 1/2" 1/4" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/4" 1/4" 1/4" STANDARD 6-2 OF THE CMC. SEISMIC BRACING IN ACCORDANCE WITH MASON OPM 0043-13 WITH A MINIMUM OF TWO #10 SHEET METAL SCREWS SCALE: ROUND DUCT HANGER DETAIL M300 NONE 4 SCALE: RECTANGULAR DUCT HANGER DETAIL M300 NONE 5 LINED INSULATION. 81" TO 94" 51" TO 80" 37" TO 50" 25" TOI 36" 19" TO 24" 11" TO 18" DUCT DIAMETER 12' 12' 12' MAXIMUM SPACING < 10" 12' 12' 12' 12'1" x 0.030" (22 GA.) 2 @ 1" x 0.058" (16 GA.) 2 @ 1" x 0.037" (18 GA.) 2 @ 1" x 0.036" (20 GA.) 1" x 0.036" (20 GA.) 1" x 0.030" (22 GA.) 1" x 0.030" (22 GA.) 2 @ 3/8" 2 @ 3/8" 2 @ 3/8" ROD DIAMETER 1/4" 1/4" 3/8" 1/4" STRAP SUPPLY & RETURN AIR DUCTS SERVING A HOSPITAL OR OTHER MEDICAL BUILDING SHALL NOT HAVE ACOUSTICAL LINING OR INTERNALLY SQUARE FEET REQUIRE SEISMIC BRACING IN ACCORDANCE WITH MASON OPM 0043-13. HANGING DUCTS WITH A CROSS-SECTIONAL AREA EQUAL TO OR GREATER THAN 6 DUCTWORK SHALL CONFORM WITH APPENDIX A, STANDARD 6-2 OF THE CMC. NOTES: 3. 1. 2. DUCT SUPPORT STRAP, SEE TABLE BELOW FOR DETAILS GALVANIZED SHEET METAL DUCT WITH ACOUSTIC LINING, SHEET METAL DUCT WITH EXTERNAL INSULATION OR VENT, SEE PLANS FOR SIZE #10 x 3/4" SELF-TAPPING S.M. SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAPS TO BE TIGHT AGAINST DUCT. EACH OF THREE SIDES AS SHOWN. SCALE: TYPICAL REGISTER DETAIL M300 NONE 6 T-BAR CEILING FRAME TO MATCH CEILING TYPE DAMPER (WHEN SPECIFIED) OPERABLE FROM FACE TRANSITION AS NEEDED 24 GA SHEET METAL TAB WITH #12 SM SCREW (TYP. 4 PLACES) DRAWBAND - ENTIRE FLEX DUCT ASSEMBLY. LEAVE NO EXPOSED INSULATION INSIDE OR OUT. DRAWBAND - INNER LINER AND HELIX ONLY MANUAL BALANCE DAMPER FLEXIBLE FIBERGLASS DUCT (5' MAX. LENGTH) 2"MIN 26 GA HANGER SADDLE INSULATED SHEET METAL DUCT HARD CEILING FLEXIBLE DUCT NOTES: FIVE (5) FEET. RADIUS TURNS OR OFFSETS. THE MAXIMUM LENGTH SHALL BE 2. INSTALLATION OF FLEXIBLE DUCTS SHALL MINIMIZE SHARP WIRE HELIX AND IMPERVIOUS, SMOOTH, NON-PERFORATED INTERIOR VINYL LINER. (PER CEC STANDARDS), ENCAPSULATED SPRING STEEL LAMINATED VAPOR BARRIER, FIBER GLASS INSULATION 1. CONNECT TO EXISTING FLEXIBLE DUCT WHERE INDICATED. ANY CONICAL OR 45° LEAD IN, AVOID STRAIGHT TAP DUCT MAIN EXAMPLE POSITIVELY ATTACH REGISTER TO CEILING WITH CLIP OR SIMILAR NEW FLEXIBLE DUCTS SHALL CONSIST OF AN EXTERIOR REINFORCED TO UPPER ATTACHMENT - SEE HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, THIRD EDITION, SMACNA - 2006, FIGURES 5-2, 5-3 AND 5-4. PROVIDE FRAMING, BLOCKING OR STRUCTURAL MEMBER AS MAY BE REQUIRED. TO UPPER ATTACHMENT - SEE HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, THIRD EDITION, SMACNA - 2006, FIGURES 5-2, 5-3 AND 5-4. PROVIDE FRAMING, BLOCKING OR STRUCTURAL MEMBER AS MAY BE REQUIRED. SCALE: 2 M300 N/A AC UNIT MOUNTING DETAIL (AC-1) 24 GAGE GALV. SM MOUNTING CHANNEL ON UNIT COUNTER FLASHING 3/8"ø x 3" LONG LAG BOLT & WASHER, MIN. 2 PER SIDE, ROOFING UP UNDER FLASHING BY OTHERS NEOPRENE SPONGE GASKET 797 LBS 1/2"ø HILTI KB-TZ2 EXPANSION ANCHORS @ MAX 2'-0" O.C. PRESLOPED FACTORY CURB HVAC UNIT TO BE LEVEL. ASSEMBLY FOR HVAC UNIT. 24 GAGE GALV. SHEET METAL FIBERGLASS INSULATING BOARD WITH 2" OF 3-1/2lb DENSITY LINE TOP OF ROOF INSIDE CURB 24" OC MAX. WOOD NAILER FULL CURB CAP, RIGID INSULATION 2" WIDE x 1/4" THK. CONTINUOUS AC-1 SCALE: 3 M300 N/A AC UNIT MOUNTING DETAIL (AC-2) 24 GAGE GALV. SM MOUNTING CHANNEL ON UNIT COUNTER FLASHING 3/8"ø x 3" LONG LAG BOLT & WASHER, MIN. 2 PER SIDE, EXTEND ROOFING UP (N) ROOF & UNDER COUNTER FLASHING NEOPRENE SPONGE GASKET 359 LBS 3" MIN EMBED, MAX. 3" FROM EACH CURB EDGE. 1/2"ø LAG BOLTS @ 2'-0" O.C., PRESLOPED FACTORY CURB HVAC UNIT TO BE LEVEL. ASSEMBLY FOR HVAC UNIT. 24 GAGE GALV. SHEET METAL FIBERGLASS INSULATING BOARD WITH 2" OF 3-1/2lb DENSITY LINE TOP OF ROOF INSIDE CURB FACTORY-SLOPED CURB SHALL BEAR DIRECTLY ON ROOF. 24" OC MAX. WOOD NAILER FULL CURB CAP, RIGID INSULATION 2" WIDE x 1/4" THK. CONTINUOUS SEE STRUCTURAL FOR BLOCKING AC-2 FACTORY-SLOPED CURB SHALL BEAR DIRECTLY ON ROOF. CONTINUOUS FIBER CANT STRIP BY ROOFER AS NECESSARY.CONTINUOUS FIBER CANT STRIP BY ROOFER AS NECESSARY. (E) CONCRETE SLAB NEW ROOFING & INSULATION BY OTHERS Ø TP S UNLESS NOTED OTHERWISE DIA TP U.N.O. DIAMETER TRAP PRIMER SV TH STR SOLENOID VALVE STRAINER THERMOMETER VENT PIPINGV OR CO FLEXIBLE CONNECTOR ECCENTRIC REDUCER GAS PRESSURE REGULATOR GAS COCK, PLUG COCK PRESSURE GAUGE PRESSURE REDUCING VALVE RELIEF VALVE OR TEMPERATURE & PRESSURE RELIEF VALVE GPR RV or T&P PRV PG PG HB GL. V. AN PIPE GUIDE PIPE ANCHOR GLOBE VALVE HOSE BIBB SOV GCK GSCK, PC FS FC FS FD ER GAGE COCK SHUT OFF VALVE FLOOR DRAIN FLOW SWITCH BUTTERFLY VALVE BRANCH - SIDE CONNECTION BRANCH - BOTTOM CONNECTION BRANCH - TOP CONNECTION GRADE CLEANOUT CATCH BASIN, ROOF DRAIN CALIBRATED BALANCE VALVE CAP ON END OF PIPE POINT OF CONNECTION CONCENTRIC REDUCER CIRCULATING PUMP CHECK VALVECKV WCO CP POC CR CO CO FCO GCO WALL CLEANOUT FLOOR CLEANOUT CLEANOUT PLUG CBV CB, RD COP BFV XXXXX OR CD D X X X EXISTING TO BE REMOVED CONDENSATE DRAIN DRAIN OR INDIRECT WASTE RAINWATER OVERFLOW LEADER (STORM) ACCESS DOOR, ACCESS PANEL STORM DRAIN, RAINWATER LEADER AUTOMATIC AIR VENT AQ AD AAV BV AC ANV AD, AP AQUASTAT BALL VALVE AREA DRAIN ANGLE VALVE AIR CHAMBER OFL SD, RWL IW CD D OR IW HOT WATER RETURN NATURAL GAS - LOW PRESSURE HOT WATER SUPPLY G HW (110°, 140°) HWR CW COLD WATER SYMBOL DESCRIPTION PLUMBING LEGEND SOIL, WASTE OR SANITARY SEWER BELOW FLOOR ABBREVIATION SS X OVERFLOW CONDENSATE DRAINOCD PIPE: SERVICE WEIGHT CAST IRON SOIL PIPE PER ASTM A-74 A. DWV PLUMBING MATERIAL SPECIFICATIONS C. CONDENSATE DRAIN B. DOMESTIC WATER FITTINGS: WROUGHT COPPER PER ANSI 16.22 PIPE: COPPER TYPE L PER ASTM B-88 PIPE: COPPER TYPE L PER ASTM B-88 FITTINGS: WROUGHT COPPER PER ANSI 16.22 FITTINGS: CAST IRON "NO-HUB" PER CISPI 310 INSULATION AND ALL-SERVICE-JACKET INSULATION (3/4" DIA. PIPE AND SMALLER): INSULATE HW & HWR WITH 1" FIBERGLASS OCD SOIL, WASTE OR SANITARY SEWER OVERHEADSS INSULATION AND ALL-SERVICE-JACKET INSULATION (1" - 1-1/2" DIA. PIPE): INSULATE HW & HWR WITH 1-1/2" FIBERGLASS PLUMBING GENERAL NOTES 1.SCOPE: MODIFICATIONS TO THE EXISTING PLUMBING SYSTEM AS GENERALLY DELINEATED ON THE PLUMBING DRAWINGS, INCLUDING SERVICE PIPING AND FINAL CONNECTIONS TO EQUIPMENT FURNISHED AND INSTALLED BY OTHER TRADES AS MAY BE SHOWN ON THE ARCHITECTURAL, ELECTRICAL OR OTHER DRAWINGS OF THE CONTRACT DOCUMENTS. 2.CALIFORNIA CODE OF REGULATIONS: ALL HOT WATER DISTRIBUTION AND CIRCULATION LINES SHALL BE INSULATED IN ACCORDANCE WITH SECTION 120.3 OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 6, SUBCHAPTER 3. 3.ALL PLUMBING FIXTURES & EQUIPMENT USED (E.G. SHOWERHEADS, LAVATORY FAUCETS, SINK FAUCET AND WATER HEATERS) SHALL HAVE BEEN CERTIFIED TO THE CALIFORNIA ENERGY COMMISSION BY ITS MANUFACTURER TO COMPLY WITH THE EFFICIENCY STANDARDS FOR SUCH APPLIANCES. 4.CODES: ALL WORK, MATERIAL, AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY HAVING JURISDICTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT THE INSTALLATION OF WORK, MATERIAL OR EQUIPMENT NOT CONFORMING TO THESE OR OTHER CODES APPLICABLE TO THIS PROJECT. A.2022 CALIFORNIA ADMINISTRATIVE CODE (CAC) PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) B.2022 CALIFORNIA BUILDING CODE (CBC) PART 2, TITLE 24, CCR BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC) C.2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24, CCR BASED ON THE 2020 NATIONAL ELECTRICAL CODE (NEC) D.2022 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CCR BASED ON THE 2021 UNIFORM MECHANICAL CODE (UMC) E.2022 CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24, CCR BASED ON THE 2021 UNIFORM PLUMBING CODE (UPC) F.2022 CALIFORNIA ENERGY CODE (CEC) PART 6, TITLE 24 CCR. G.2022 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24, CCR BASED ON THE 2021 INTERNATIONAL FIRE CODE (IFC) H.2022 CALIFORNIA GREEN BUILDING STANDARDS (CGBSC) PART 11, TITLE 24, CCR 5.WORKMANSHIP: ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE. EQUIPMENT, FIXTURES, PIPING, ETC., SHALL BE PLUMB, LEVEL, SQUARE AND/OR CENTERED, ETC. EQUIPMENT TO BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6.EXISTING INFORMATION: LOCATION, SIZE, ELEVATION, MATERIAL, ETC., OF EXISTING UTILITIES IS PROVIDED FROM SOURCES DEEMED RELIABLE BUT IS NOT GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY ALL DATA BEFORE PROCEEDING WITH ANY WORK. NO EXTRA COST WILL BE ALLOWED FOR SERVICES NOT AS SHOWN. 7.PERMITS AND UTILITY SERVICE FEES: THE PLUMBING CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS, INSPECTIONS, AND SERVICE CHARGES REQUIRED FOR THE INSTALLATION OF THE WORK. 8.ACCURACY: PLANS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATION OF WALLS, PARTITIONS, FIXTURES, ETC., AGAINST DESIGN PLANS FOR CONSISTENCY AND ACCURACY PRIOR TO COMMENCING WORK. 9.PROVIDE AND INSTALL CONDENSATE DRAIN WITH TRAP AT EACH A/C UNIT PER THE UPC, AT LOCATIONS SHOWN ON DRAWINGS. COORDINATE WITH MECHANICAL CONTRACTOR. 10.PROVIDE AND INSTALL ACCESS PANELS FOR ALL SHUT-OFF, ISOLATION, OR BRANCH VALVES NOT READILY ACCESSIBLE. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED AT ALL TRAP PRIMER VALVES AND WATER HAMMER ARRESTORS. 11.ALL PIPING PASSING THROUGH CONCRETE FLOORS SHALL BE SLEEVED TO PROTECT PIPING AGAINST BREAKAGE. 12.HORIZONTAL DRAINAGE PIPING LESS THAN 4" IN DIAMETER SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT (2%) DRAINAGE PIPING 4" AND LARGER SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY THE AHJ. 13.ALL PLUMBING FIXTURES AND PIPING SHALL BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY LABELED. 14.ALL PIPES SHALL BE LABELED WITH CLASSIFICATION, COLOR SCHEME, AND SIZING PER ANSI STANDARD A13.1. 15.DISINFECT NEW, REPAIRED, OR ALTERED POTABLE WATER SYSTEMS PER 2022 CPC 609.10. BACTERIOLOGICAL TESTING PROCEDURE SHALL BE BY A THIRD PARTY TESTING LABORATORY. DEMOLITION NOTES 1.THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND MAKE HIMSELF AWARE OF ALL EXISTING CONDITIONS WHICH CAN BE OBSERVED. ADDITIONAL COSTS WILL NOT BE ALLOWED FOR CORRECTION OF ITEMS WHICH CAN BE OBSERVED AND THEREFORE SHOULD BE INCLUDED IN HIS BID. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED TO COMPLETE THIS PROPOSED PROJECT. 2.THE NOTES AND DRAWINGS CONTAINED ON THIS SHEET DESCRIBE IN A GENERAL SENSE THE EXTENT OF ITEMS TO BE MODIFIED, REMOVED OR INSTALLED. THIS DESCRIPTION DOES NOT NECESSARILY INCLUDE A DESCRIPTION OF ITEMS TO BE REPAIRED OR REFINISHED AS A RESULT OF THIS REMOVAL OR MODIFICATION. IN THE ABSENCE OF ANY SPECIFIC DIRECTION, THE CONTRACTOR SHALL REPAIR THE AFFECTED AREA(S) TO A CONDITION EQUAL TO THE ADJACENT AREA(S) AND/OR SIMILAR EXISTING CONDITIONS ON PROJECT. 3.THE CONTRACTOR SHALL PROVIDE DUST AND DEBRIS CONTROL THROUGHOUT THE PROJECT'S CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE BUILDING OWNER TO PROVIDE THE LEAST INTERRUPTION OF EXISTING BUILDING OPERATIONS. COORDINATE WITH THE OWNER THE LOCATION OF ON-SITE STORAGE AND STAGING. 4.NOT ALL REQUIRED PATCHING AND/OR REPAIRS ARE SPECIFICALLY NOTED ON THIS PLAN. 5.COORDINATE DEMOLITION WORK WITH NEW PROPOSED FLOOR PLANS. 6.CONTRACTOR SHALL DISCARD AND DISPOSE OF ALL DEMOLISHED ITEMS. 7.EXISTING PIPING AND ELECTRICAL OR COMMUNICATION CONDUITS WHICH INTERFERE WITH THE WORK SHALL BE RE-ROUTED BY THE CONTRACTOR. HOT WATER FIXTURE CONNECTION SCHEDULE WASTEFIXTURESYM BRANCH COLD WATERTRAPVENT ROUGH LLAVATORY SSINK WCWATER CLOSET (F.T.) MSUTILITY SINK DFDRINKING FOUNTAIN TPTRAP PRIMER SHSHOWER BRANCH ROUGH BRANCH ROUGH 2" 2" 4" 2" 2" -- 2" 1-1/2" 3" 2" 1-1/4" -- 2" 1-1/2" -- 2" -- 2" 1-1/2" -- 1/2" 1/2" 1-1/4" 3/4" 1/2" 1/2" 3/4" 1-1/2"1-1/2" 1-1/4"1-1/4" 1-1/2" 1-1/2" 1-1/2"1-1/2" 1/2" 1/2" 1" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" -- 3/4" -- -- 3/4" 1/2" 1/2" -- 3/4" -- -- 1/2" INSULATION AND ALL-SERVICE-JACKET INSULATION (2" DIA. PIPE AND LARGER): INSULATE HW & HWR WITH 2" FIBERGLASS TDL TOTAL DEVELOPED LENGTH LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P000 PLUMBING LEGEND, SCHEDULES, & NOTES PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION L-1 WC-1 SH-1 LAVATORY: WALL MOUNT, VITREOUS CHINA, WHITE, 21-1/4" x 18-1/8", FRONT OVERFLOW, SINGLE HOLE, DRILLED FOR CONCEALED ARM CARRIER, KOHLER "KINGSTON" #K-2007. FAUCET: INTEGRAL SPOUT, CHROME PLATED, SINGLE HOLE, DECK MOUNTED, MANUAL SINGLE LEVER CONTROL, 0.5 GPM OUTLET, LEAD FREE, CHICAGO #2200-E2805ABCP THERMOSTATIC MIXING VALVE: CHICAGO #131-ABNF CARRIER: ZURN Z1231, EXCEPT WHERE INSTALLATION AT EXISTING WALL IS IMPRACTICAL, USE WALL BRACKETS. INSTALL PER ACCESSIBILITY REQUIREMENTS & PROVIDE GRID STRAINER, P-TRAP, SUPPLIES & STOPS SHOWER: SURROUND BY OTHERS, SEE ARCHITECTURAL PLANS. SHOWER/HAND SHOWER SYSTEM WITH PRESSURE-BALANCING MIXING VALVE WITH LEVER HANDLE, INTEGRAL SERVICE STOPS, ADJUSTABLE STOP SCREW TO LIMIT HANDLE TURN, NON-SHARED DIVERTER VALVE, SHOWER HEAD WITH ARM & FLANGE, WALL/HAND SHOWER WITH IN-LINE VACUUM BREAKER, FLEXIBLE 5' METAL HOSE, WALL CONNECTION AND FLANGE, TWO WALL HOOKS FOR HAND SHOWER MOUNTING (INSTALL ONLY ONE). PROVIDE WITH OPTIONAL 1.5 GPM FLOW RATE RESTRICTOR, SYMMONS "TEMPTROL" #96-500-V-X-1.5-NS INSTALL PER ACCESSIBILITY REQUIREMENTS. DO NOT PROVIDE OR INSTALL VERTICAL SLIDER BAR. WATER CLOSET: FLOOR MOUNT, VITREOUS CHINA, ELONGATED BOWL, TWO-PIECE TANK TYPE, WHITE, 1.28 GPF, INTEGRAL TRAP, 12" ROUGH IN, WITH SOFT CLOSE SEAT AND COVER, 16.5" RIM HEIGHT, AMERICAN STANDARD "CADET 3" #3378128ST PLUMBING EQUIPMENT SCHEDULE MARK DESCRIPTION TMV-1 ET-1 CP-1 CIRCULATION PUMP: STAINLESS BODY, LEAD FREE, MAX 70W, 10 GPM @ 18 FT HEAD, MANUAL SPEED CONTROLS, 120V DISCONNECT BY ELECTRICAL, NSF 61, BELL & GOSSETT "ECOCIRC" #20-18 SS EXPANSION TANK: 2.0 GALLON TANK VOLUME, 0.9 MAX ACCEPTANCE VOLUME, BUTYL DIAPHRAGM BLADDER, MAX OPERATING TEMP = 200°F, MAX WORKING PRESSURE = 150 PSI, FACTORY PRE-CHARGED TO 55 PSI, 27 LBS OP. WEIGHT, WELDED STEEL CONSTRUCTION, AMTROL "THERM-X-TROL" #ST-5C-DD. THERMOSTATIC MIXING VALVE: 3/4" MPT INLETS/OUTLET, LEAD FREE BRONZE BODY, INTEGRAL CHECK VALVES, 1.0 GPM MIN, 10 PSI DROP AT 10 GPM, ASSE 1017, NSF 61, MAX 200°F INLET, SET TO 120°F, WITH SHIPPED LOOSE MOUNTING BRACKET, SHUTOFF VALVE & DIAL THERMOMETER, LEONARD #TM-26-BDT-LF S-1 SINK: COUNTER MOUNTED, SINGLE BOWL, 18 GA. TYPE 304 SS, 25" x 21", 6" DEPTH, (1) CENTER FAUCET HOLE, (1) SIDE FAUCET HOLE, WITH #J35GS BASKET STRAINERS, JUST #SLADA-2133A60-J FAUCET: CHROME PLATED, 10" SWING SPOUT, SINGLE LEVER HOT/COLD MIXING, PROVIDE 1.8 GPM AERATING OUTLET, WITH SIDE SPRAY, CHICAGO #2301ABCP PROVIDE SUPPLIES AND ANGLE STOPS. INSTALL PER ACCESSIBILITY REQUIREMENTS. PROVIDE WALL CLEANOUT. L-2 LAVATORY: DROP IN, VITREOUS CHINA, WHITE, 20-1/4" x 17-1/2", FRONT OVERFLOW, SINGLE FAUCET HOLE, KOHLER "PENNINGTON" #K-2196-0 FAUCET: INTEGRAL SPOUT, CHROME PLATED, SINGLE HOLE, DECK MOUNTED, MANUAL SINGLE LEVER CONTROL, 0.5 GPM OUTLET, LEAD FREE, CHICAGO #2200-E2805ABCP MIXING VALVE: ASSE 1070 CERTIFIED, CHICAGO #131-ABNF PROVIDE P-TRAP, GRID STRAINER, SUPPLIES, AND ANGLE STOPS. INSTALLED PER ACCESSIBILITY REQUIREMENTS. WH-1 WATER HEATER: NATURAL GAS, 100 GAL ASME TANK, 199 MBH INPUT, MODULATING BURNER, ULTRA LOW NOX (SCAQMD RULE 1146.2 COMPLIANT), 0" INSTALL CLEARANCE TO SIDES AND REAR, DIRECT VENT CONDENSING TYPE WITH NEUTRALIZER KIT, 120V RECEPTACLE POWER, SET TO 140°F, STATE #SUF100 199NE(A) WATER CLOSET: FLOOR MOUNT, VITREOUS CHINA, ELONGATED BOWL, TWO-PIECE TANK TYPE, WHITE, 1.28 GPF, INTEGRAL TRAP, 12" ROUGH IN, WITH SOFT CLOSE SEAT AND COVER, 16.5" RIM HEIGHT, AMERICAN STANDARD "CADET 3" #3378128ST INSTALL PER ACCESSIBILITY REQUIREMENTS. WC-2 UTILITY SINK: CAST IRON, WALL MOUNT WITH FLOOR SUPPORT, 2" TRAP WITH FRONT INTEGRAL CLEANOUT, 22"x18"x11" DEEP BASIN, RIM MOUNTS AT 26-1/4" ABOVE FLOOR, BACK SPLASH WITH NO FAUCET HOLES, S.S. RIM GUARD. AMERICAN STANDARD "LAKEWELL" #7692.000 WITH #7798.020 TRAP FAUCET: WALL MOUNT, ADJUSTABLE 8" CENTERS, MHT OUTLET, VACUUM BREAKER, BUCKET HOOK, UPPER WALL BRACE, INTEGRAL SUPPLY STOPS WITH SPRING CHECK VALVES, WING HANDLES, NSF 61, T&S BRASS #B-0665-BSTP US-1 WH-2 WATER HEATER: NATURAL GAS, 60 GAL ASME TANK, 120 MBH INPUT, MODULATING BURNER, ULTRA LOW NOX (SCAQMD RULE 1146.2 COMPLIANT), 0" INSTALL CLEARANCE TO SIDES AND REAR, DIRECT VENT CONDENSING TYPE WITH NEUTRALIZER KIT, 120V RECEPTACLE POWER, SET TO 140°F, STATE #SUF60 120NE(A) TMV-2 THERMOSTATIC MIXING VALVE: 3/4" MPT INLETS/OUTLET, LEAD FREE BRONZE BODY, INTEGRAL CHECK VALVES, 0.5 GPM MIN, 10 PSI DROP AT 6 GPM, ASSE 1017 AND 1070, NSF 61, MAX 200°F INLET, SET TO 120°F, WITH SHIPPED LOOSE MOUNTING BRACKET & DIAL THERMOMETER, LEONARD #370-LF-BRKT-DT DRINKING FOUNTAIN: DUAL HEIGHT, BOTTLE FILLER, REFRIGERATED, FILTER, 370W, 115V/60HZ, ELKAY #LZSTL8WSSP-PFDF-1 ALTERNATE WHERE APPROVED BY OWNER: ABS DWV, SOLVENT WELDED, PER ASTM D2661 FLOOR SINK: CAST IRON BODY, ACID RESISTANT, 8" x 8" x 6" DEEP, 2" NO-HUB OUTLET, 1/2 GRATE, ZURN #Z1910FS-1 FLOOR DRAIN: C.I. BODY WITH CLAMPING COLLAR, ADJUSTABLE 5" SQUARE NICKEL/BRONZE GRATE, 2" OUTLET, ZURN #FD-2321-STFD-1 SH-2 SHOWER: SURROUND TO BE PREFABRICATED KNOCKDOWN TYPE, FIBERGLASS FAUX TILE FINISH, WITH SOAP LEDGE, 2-1/2" SEMI-PERMANENT THRESHOLD ADAPTER, WITH NO-CAULK BRASS DRAIN (MODIFY EXISTING SANITARY SEWER BELOW FLOOR AS NECESSARY), BEST BATH #5LRS6030B75B PROVIDE VALVE & HARDWARE KIT: HAND SHOWER ON 1-1/4" GRAB BAR SLIDER, VACUUM BREAKER, 60" HOSE, SUPPLY ELBOW, & MIXING VALVE WITH SHUTOFF POSITION, SYMMONS #KGB30QSS9600 ACCESSIBILITY NOT REQUIRED. GAS WATER HEATER TO BE DEMOLISHED & REMOVED. FIELD VERIFY. CAP & ABANDON WATER LINES. EXCAVATE & REMOVE GAS LINE & CAP AT TEE ON EXTERIOR OF BUILDING. GAS & WATER MAIN BUILDING SHUTOFFSGAS & WATER MAIN BUILDING SHUTOFFS FURNACE TO BE DEMOLISHED, SEE MECHANICAL, DEMOLISH GAS PIPE BACK TO EXTERIOR. DEMOLISH & REMOVE PLUMBING FIXTURES AS SHOWN THROUGHOUT GAS TO DRYERS TO REMAIN CONTRACTOR SHALL NOTE AND VERIFY THE FOLLOWING FIELD OBSERVATIONS: 1) MAIN FEED FROM UNDERGROUND WITH TWO MAIN BRANCHES & SHUTOFF VALVES. 2) BRANCH UP TO ROOF AC UNIT, TO REMAIN. 3) BRANCH TO (E) FURNACE AS SHOWN, WITH POC FOR WATER HEATER (SEE 1/P200) 4) BRANCH TO (E) DRYERS & WATER HEATER, AS SHOWN. 5) BRANCH ALONG BUILDING WALL DOWN UNDERGROUND AT SOUTHEAST CORNER OF BUILDING. 6) BRANCH APPEARING TO RUN UNDERGROUND AT THIS CORNER, UNKNOWN TERMINATION, POSSIBLY BUILDING C. CONTRACTOR SHALL: A) VERIFY SERVICE FOR UNDERGROUND LINES OF UNKNOWN TERMINATION. REMOVE AND CAP IF DISCOVERED OBSOLETE. B) REMOVE WATER HEATER & FURNACE BRANCHES AS SHOWN. C) REMOVE & REWORK GAS PIPE WITH LIKE SIZE SUCH THAT 1) BUILDING D HAS A SINGLE MAIN SHUTOFF INDEPENDENT OF ANY OTHER BUILDINGS (PROVIDE SIGNAGE "BUILDING D GAS SHUTOFF" 2) IF GAS IS DISCOVERED TO BE FEEDING ACTIVE APPLIANCES IN OTHER BUILDINGS, PROVIDE INDEPENDENT SHUTOFF FOR EACH OTHER BUILDING & PROVIDE SIGNAGE "GAS TO BUILDING ____" AS APPROPRIATE. DF SH SH WCWCWC LAV LAV LAV LAV LAV LAV WC WC BATH LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P100 PLUMBING BLD D DEMOLITION FLOOR PLAN SCALE: PLUMBING DEMOLITION FLOOR PLAN - BLD D P100 1/4" = 1'-0" 1 NORTH CONDENSER TO BE REMOVED. NO PLUMBING WORK. AC UNIT TO BE DEMOLISHED (SEE MECH.) DEMOLISH GAS BACK TO ROOF STUB FOR P.O.C. SEE NEW WORK. DEMOLISH CD BACK TO ROOF STUB FOR P.O.C. SEE NEW WORK. X X X X LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P101 PLUMBING BLD D DEMOLITION ROOF PLAN SCALE: PLUMBING DEMOLITION ROOF PLAN - BLD D P101 1/4" = 1'-0" 1 NORTH DEMOLISH & REMOVE PLUMBING FIXTURES FOR REPLACEMENT, THROUGHOUT AS SHOWN DEMOLISH & REMOVE WATER HEATER FOR REPLACEMENT TUB/SHOWER TUB/SHOWER TUB/SHOWER TUB/SHOWERTUB/SHOWER WC WC WC WC WC WC WC WC WC LAV LAV LAV LAV LAV LAV LAV LAV SH UTILITY SINK LAV NOTE: ALL DOMESTIC CW, HW, AND HWR DISTRIBUTION PIPE HAS BEEN DETERMINED TO BE DETERIORATED AND SHALL BE DEMOLISHED FOR COMPLETE REPLACEMENT. SEE NEW WORK. DWV SHALL REMAIN. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P102 PLUMBING BLD C DEMOLITION FLOOR PLAN SCALE: PLUMBING DEMOLITION FLOOR PLAN - BLD C P102 1/4" = 1'-0" 1 NORTH CONDENSER TO BE DEMOLISHED SEE MECHANICAL RELOCATE PLUMBING VENT SEE 1/P203 LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P103 PLUMBING BLD C DEMOLITION ROOF PLAN SCALE: PLUMBING DEMOLITION ROOF PLAN - BLD C P103 1/4" = 1'-0" 1 NORTH FP L-1 L-2 US-1 WC-1 WC-2 WC-1 SH-1 SH-1 L-2 WC-2 DF-1 S-1 FS-1 CONNECT WH-2 TO (E) CW & HW, PROVIDE NEW ET-1 & TXV-2. SEE DETAIL 4/P300. VENT 3"ø FLUE & INTAKE TO (N) ROOF CAP AT BRICK DOGHOUSE. VENT MATERIAL MUST MEET FACTORY SPECIFICATIONS FOR PVC, CPVC, OR ABS. L-1 FD-1 CONNECT FIXTURES TO EXISTING PLUMBING CC MAX 42" TRAP ARM 2" SS TO BELOW GRADE AT EXTERIOR CONNECT 2" SS TO EXISTING BUILDING SEWER, FIELD VERIFY EXACT LOCATION FD-1 FIELD VERIFY 4"ø SS MAIN FOR P.O.C. CONNECT 3/4" G TO (E) MAIN. CONNECT SS TO (E) AT DEMOLISHED FIXTURE CONNECT SS TO (E) AT DEMOLISHED FIXTURE CONNECT CW & HW TO (E) AT DEMOLISHED FIXTURES, TYPICAL THIS RESTROOM. CONNECT 2" V TO (E) 2" VTR 1-1/2" VTR 1/2" CW 1/2" HW CONNECT 2" V TO (E) 2" VTR CONNECT 3/4" HW TO (E) HW CROSSING HALL 4" FCO CONNECT CW TO (E) MAIN CONNECT 3/4" CW TO (E) MAIN CONNECT 3/4" CW TO (E) MAIN 3/4" G DOWN TO WH-2 3/4" HW CONNECT 3/4" HW TO (E) FEEDING EXISTING FIXTURES, FIELD VERIFY 1/2" HW 4 FC 3 FC 2 FC 1 FC FAN COIL SUPPLIED WITH REFCO "GOBI-II" PUMP WITH 1/4" TUBE DISCHARGE & HIGH-POINT ANTISIPHON DEVICE. ROUTE 1/4" TUBE OVERHEAD TO FS-1 WITH 1" AIR GAP, EXTERIOR LANDSCAPING, OR LAV TAILPIECE, TYPICAL OF (4) FAN COILS. SEE MECH SEE MECH SEE MECH SEE MECH ALT OPTION: SAW CUT (E) FLOOR & ROUTE (N) 2" SS TO RESTROOM P.O.C. LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P200 PLUMBING BLD D FLOOR PLAN SCALE: PLUMBING FLOOR PLAN - BLD D P200 1/4" = 1'-0" 1 NORTH MECHANICAL CONDENSER, NO PLUMBING WORK 5 TON AC UNIT, SEE MECHANICAL. MECHANICAL EXHAUST, NO PLUMBING WORK CONNECT 3/4" G TO (E) GAS WITHIN CURB & PENETRATE SIDE OF CURB FOR NEW APPLIANCE CONNECTION. CD CONNECT 3/4" CD TO (E) CD DOWN THROUGH ROOF. M IN 1/8"/FT SLOPE.WATER HEATER FLUE & INTAKE TERMINATION PER FACTORY IOM WATER HEATER FLUE & INTAKE TERMINATION PER FACTORY IOM 1-1/2" VTR LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P201 PLUMBING BLD D ROOF PLAN SCALE: PLUMBING ROOF PLAN - BLD D P201 1/4" = 1'-0" 1 NORTH 3/4" CD FROM AC-2 DF-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-2 L-2 L-1 L-1 L-1 L-1 L-1 L-1 L-1 SH-1SH-2 SH-2 SH-2 SH-2 SH-2 US-1 WH-1 PROVIDE NEW CP-1, ET-1, TXV-1. SEE DETAIL 3/P300. FACTORY SCREENED INTAKE WITH (E) DOOR LOUVER IS ACCEPTABLE. VENT 3"ø FLUE THROUGH EXISTING TO (N) ROOF CAP. VENT MATERIAL MUST MEET FACTORY SPECIFICATIONS FOR PVC, CPVC, OR ABS. CONNECT WC-1 & L-1 TO (E) PLUMBING, TYPICAL AT FIVE SHARED RESTROOMS. CONNECT WC-1 & L-1 TO (E) PLUMBING, TYPICAL AT FIVE SHARED RESTROOMS. CONNECT WC-1 & L-1 TO (E) PLUMBING, TYPICAL AT FIVE SHARED RESTROOMS. CONNECT WC-1 & L-1 TO (E) PLUMBING, TYPICAL AT FIVE SHARED RESTROOMS. CONNECT DF-1 TO (E) CW AND SS/V IN WALL 3/4" CD TO LAV TAILPIECE, SEE 2/P300 CONNECT WC-1 & L-1 TO (E) PLUMBING CONNECT WC-1 & L-1 TO (E) PLUMBING CONNECT SS, & V TO EXISTING. FIELD VERIFY EXACT P.O.C. LOCATION. RELOCATED 2" VTR (E) GAS (NO CHANGE TO LOAD) (E) HOSE BIBB FIELD VERIFY (E) 1" CW MAIN LOCATION CONNECT 1/2" CW & HW TO (E) DROPS IN ATTIC, TYPICAL U.N.O. CD 3/4" HW3/4" HW 3/4" HW 1" HW 1" HW 3/4" G 1/2" HWR 1" CW 3/4" CW 1" CW 3/4" CW 3/4" CW 1" CW 1/2" CW1/2" CW 1/2" CW 1/2" CW 1/2" CW 1" HW 1" CW 3/4" CW 1/2" HW 1/2" HW 1/2" HW 1/2" HW 1/2" HW 1/2" HW C CONNECT TO (E) SS AT DEMOLISHED FIXTURE FCO CONNECT TO (E) SS & V AT DEMOLISHED FIXTURE FS-1 CONNECT 2" SS TO (E) FD-1 NEW SH-2 SHALL BE INSTALLED WITH MODIFIED DRAIN & CW/HW AS NECESSARY. TYPICAL OF 5.LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P202 PLUMBING BLD C FLOOR PLAN SCALE: PLUMBING FLOOR PLAN - BLD C P202 1/4" = 1'-0" 1 NORTH 2.5 TON AC UNIT, SEE MECHANICAL RELOCATED PLUMBING VENT (NO INTAKE AT AC UNIT) 3/4" CD THROUGH WALL & DOWN, SEE 1/P202 LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P203 PLUMBING BLD C ROOF PLAN SCALE: PLUMBING ROOF PLAN - BLD C P203 1/4" = 1'-0" 1 NORTH LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 01 2/6/2026 P300 PLUMBING BLD C DETAILS SCALE: PIPE HANGER DETAILS P300 NONE 1 B-LINE B3100 OR EQUAL CLEVIS HANGER - SEE B3690 OR EQUAL HANGER - B-LINE SCHED. FOR SIZE HANGER ROD-SEE ADJUSTABLE BAND WROUGHT STEEL SEE UPPER ATTACHMENTS (THIS DETAIL) 1-5/8" CHANNEL, UNISTRUT P1000 WASHER & NUT (TYP) PIPE SHIELD INSERT (TYP) PIPE CLAMP (TYP) SEE UPPER ATTACHMENTS (THIS DETAIL)SEE UPPER ATTACHMENTS (THIS DETAIL) HANGER ROD PER SCHEDULE 1/2"DIA HILTI KB-TZ2 ANCHORS WITH MIN. 2" EMBEDMENT (TYP.) ROD COUPLING MIN 4" THICK CONCRETE SLAB AS OCCURS (INSULATED PIPE ONLY) 6'-0" MAX 1/2"ø THREADED ROD, EACH END OF STRUT COPPER TUBE & COPPER ALLOYS SOLDERED, BRAZED, THREADED, OR MECHANICAL JOINTS. PIPE SIZE HANGER ROD 6' MAX HORIZONTAL SPAN 10' 3/8" 3/8" 1/2"6" 2" - 4" 1/2" - 1-1/2" 10' EACH JOINT*6" *SUPPORT ADJACENT TO JOINT WITHIN 18". 3/8" OVER 4 FEET THEN SUPPORT EVERY OTHER JOINT, UNLESS MAX HORIZONTAL SPANHANGER ROD 1" - 4" 1/2" - 3/4" PIPE SIZE CAST IRON HUBLESS 3/8" 1/2" HANGER ROD & SPACING SCHEDULES SHIELDED COUPLINGS STEEL PIPE - WATER OR DWV THREADED OR WELDED FITTINGS 12'6" 3/8" 12' 10' MAX HORIZONTAL SPANHANGER ROD 1" - 4" 1/2" - 3/4" PIPE SIZE 3/8" 1/2" STEEL PIPE - GAS THREADED OR WELDED FITTINGS 10'1-1/4" - 4" 3/8" 8' 6' MAX HORIZONTAL SPANHANGER ROD 3/4" - 1" 1/2" PIPE SIZE 3/8" 3/8" 10'6"1/2" PVC & ABS - SCH 40 OR DWV SOLVENT WELDED FITTINGS PIPE SIZE HANGER ROD 4' MAX HORIZONTAL SPAN 4' 3/8" 3/8" 1/2"6" 2" - 4" 1/2" - 1-1/2" 4' PIPE SUPPORT SPACING NOTES SCHEDULE DEVELOPED FROM TABLES 313.3 & 313.6 OF THE 2022 CPC. ROD SIZES & SUPPORT SPACING SHALL BE FURTHER LIMITED AS APPLICABLE, SEE "SUPPORT SPACING NOTES". PIPE HANGER SPACING AND SUPPORT SHALL MEET THE FOLLOWING ADDITIONAL CRITERIA. INDIVIDUALLY HUNG PIPE (≤ 5 PLF): NO RESTRICTIONS REQUIRED. INDIVIDUALLY HUNG PIPE (> 5 PLF, ≤ 3"ø) PROVISIONS SHALL BE MADE TO AVOID IMPACT WITH OTHER STRUCTURAL AND NONSTRUCTURAL COMPONENTS OR WITH 3/8" AND 1/2" ROD HANGERS, THE POINT OF PIPE SUPPORT SHALL NOT EXCEED 12" FROM STRUCTURAL ATTACHMENT ABOVE, AND SUPPORT SPACING SHALL BE REDUCED SUCH THAT NO HANGER LOAD EXCEEDS 50 LBS. INDIVIDUALLY HUNG PIPE (> 3"ø) SHALL BE SUPPORTED ACCORDING TO SPECIFIC DETAILS THESE PLANS, AS OCCURS. TRAPEZE HUNG PIPE (< 5 PLF): NO RESTRICTIONS REQUIRED. TRAPEZE HUNG PIPE (> 5 PLF, ≤3"ø): THE POINT OF PIPE SUPPORT SHALL NOT EXCEED 12" FROM STRUCTURAL ATTACHMENT ABOVE, AND SUPPORT SPACING SHALL BE REDUCED SUCH THAT NO TRAPEZE LOAD EXCEEDS 100 LBS (3/8" HANGER RODS) OR 200 LBS (1/2" HANGER RODS). OR THE POINT OF PIPE SUPPORT SHALL NOT EXCEED 24" FROM STRUCTURAL ATTACHMENT ABOVE, AND SUPPORT SPACING SHALL BE REDUCED SUCH THAT NO TRAPEZE LOAD EXCEEDS 100 LBS. (1/2" HANGER RODS ONLY) NOTE: WHERE FIELD CONDITIONS ARE DISCOVERED SUCH THAT PIPE CANNOT BE INSTALLED ACCORDING TO THE ABOVE CRITERIA, CERTIFIED SEISMIC BRACING SHALL BE INSTALLED AS PROVIDED BY MASON INDUSTRIES OR EQUAL VENDOR FOR FULL COMPLIANCE WITH ASCE 7 CHAPTER 13 FOR NON-STRUCTURAL COMPONENTS. CRITERIA BASED ON ASCE 7-16, CHAPTER 13, FOR SEISMIC DESIGN CATEGORY D, E, OR F, AND IMPORTANCE FACTOR (Ip) = 1.0. PIPE WEIGHT REFERENCE TABLE LAV FLOOR WALL P-TRAP BRASS BRANCH TAILPIECE 3/4" CONDENSATE COMPRESSION FITTING, TYP. VENT NO-HUB COUPLER, TYP. SANITARY SEWAGE ESCUTCHEON SCALE: CONDENSATE TO TAILPIECE DETAIL P300 NONE 2 1" HW SUPPLY TO BUILDING 1" CW SUPPLY 1/2" HWR BLOCKING WITH 3/8"ø x 3-1/2" LAG BOLT (MIN. 2-1/2" WATER HEATER, LOCATE OTHER STRAP WITHIN LOCATE (1) STRAP WITHIN UPPER 1/3 OF EMBEDMENT) TYP. 2 BOLTS PER STRAP. SECURE TO WALL WITH 16 GA. x 2" WIDE LOWER 1/3 OF WATER HEATER. (TYP. OF EACH HEATER) GALV. SHEET METAL STEEL STRAP BOLTED TO SOLIDOR FLOOR SINK WITH MIN. 1" AIR GAP, AS APPLICABLE. WH-1 (0° - 150 °) THERMOMETER EACH WATER HEATER HOSE BIBB DRAIN. PROVIDE VACUUM BREAKER AT 3/ 4 " T & P PIPING SHALL NOT BE TRAPPED ASME T & P RELIEF VALVE. ET-1 CP-1 B&G #AQS-1/2 AQUASTAT, B&G #TC-1 AUTOMATIC TIMER KIT CHECK VALVE (TYP) BALL VALVE (TYP) UNION (TYP) 3/4" 1"1" BELL REDUCERS WHERE REDUCERS ARE REQUIRED. SEE PLANS FOR SIZES. NOTES: 1. UNLESS OTHERWISE NOTED, ALL VALVES & FITTINGS SHALL BE LINE SIZE. USE HOSE BIBB SCALE: WATER HEATER DETAIL P300 NONE 3 TMV-1 T DIAL THERMOMETER PROVIDED WITH TMV-1 12" 2. SET WATER HEATER TO 140°F BALANCE VALVE(0° - 150 °) THERMOMETER 1" TERMINATE AT EXTERIOR TURNED DOWN, MAX 6" A.F.G. 3/4" HW SUPPLY TO BUILDING 3/4" CW SUPPLY BLOCKING WITH 3/8"ø x 3-1/2" LAG BOLT (MIN. 2-1/2" WATER HEATER, LOCATE OTHER STRAP WITHIN LOCATE (1) STRAP WITHIN UPPER 1/3 OF EMBEDMENT) TYP. 2 BOLTS PER STRAP. SECURE TO WALL WITH 16 GA. x 2" WIDE LOWER 1/3 OF WATER HEATER. (TYP. OF EACH HEATER) GALV. SHEET METAL STEEL STRAP BOLTED TO SOLIDTERMINATE AT FLOOR SINK WITH MIN. 1" AIR GAP WH-2 (0° - 150 °) THERMOMETER EACH WATER HEATER HOSE BIBB DRAIN. PROVIDE VACUUM BREAKER AT 3/ 4 " T & P PIPING SHALL NOT BE TRAPPED ASME T & P RELIEF VALVE. ET-1 CHECK VALVE (TYP) BALL VALVE (TYP) UNION (TYP) 3/4" 1" 1" BELL REDUCERS WHERE REDUCERS ARE REQUIRED. SEE PLANS FOR SIZES. NOTES: 1. UNLESS OTHERWISE NOTED, ALL VALVES & FITTINGS SHALL BE LINE SIZE. USE SCALE: WATER HEATER DETAIL P300 NONE 4 TMV-2 T DIAL THERMOMETER PROVIDED WITH TMV-2 12" 1/2" 1/2" 1/2" 2. SET WATER HEATER TO 140°F PROVIDE 2x6 BLOCKING AS NECESSARY. 3/8"ø THROUGH BOLT & NUT. INSTALL ABOVE CENTER LINE OF TJI JOIST. 2x2x1/4 ANGLE CLIP HANGER ROD. SEE SCHEDULE FOR SIZE EQ EQ HE I G H T T O S U I T GRAB BARS SEE ARCH. SE E A R C H FIXED DIVERTER VALVE 2'-2 1/2" 1'-8" 2'-0" 3' - 4 " FOLDING SEAT SEE ARCH. 2'-9" 3' - 1 1 " DROP ELL 59" HOSE MIXING VALVE HAND HELD SHOWER HEAD WITH SHOWER HEAD FIXED BRACKET 3/4"HW FROM SOURCE 3/4"CW FROM SOURCE 1/2"TEMPERED WATER TO SHOWER HEAD WALL (TYP) PIPING IN 1/2" TEMPERED WATER TO DROP ELL/HOSE SCALE: STANDARD ROLL-IN ADA SHOWER DETAIL (SH-1) P300 NONE 5 (N) 4" PROPOSED RISER LOCATION, SEE 2/FP000 (E) BUILDING D (E) BUILDING C MAIN HUNG FROM (E) CANOPY BETWEEN BUILDINGS, SIZED PER HYDRAULIC CALCULATION (E) CANOPY(E) CANOPY (E ) C A N O P Y (E) BUILDING NOT IN SCOPE (E) BUILDING NOT IN SCOPE (E) BUILDING NOT IN SCOPE (E) VAULT IN LANDSCAPE AREA 4" CONNECTION TO (E) 6" UNDERGROUND (E) 6" UNDERGROUND TO (E) BUILDING, NO WORK. 151 FT (N) ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY PER CITY STANDARD #1433B. (E) DRIVEWAY LOOP LICENSED A RCHITECT STATEOF CALIFORNIA No. C 31423 TH I S D R A W I N G I S M E A N T T O B E P R I N T E D 3 0 " X 4 2 " . A T A N Y O T H E R S I Z E , D I S R E G A R D R E F E R E N C E S T O S C A L E . © ASPEN STREET 2026 KEY PLAN N B C D E F G H I J 8 K L 10 IS S U E D SCALE: JOB: SHEET NO. AGENCY NO. AGENCY APPROVALS ON FO R DRAWING TITLE DR. BY: 215021.51 AS SHOWN Modesto, CA 95351 w w w . n e x u s e n g i n e e r i n g . n e t Tel: 209.572.7399 Fax: 209.236.1579 1400 Lone Palm Ave, Suite A Consulting Mechanical Engineers HVAC . Plumbing/Piping . Fire Sprinklers Process/Plant Engineering . Refrigeration PH O E N I X H O U S E OR A N G E C O U N T Y IN T E R I O R A N D E X T E R I O R TE N A N T I M P R O V E M E N T S BU I L D I N G S C & D 12 0 7 E F R U I T S T R E E T SA N T A A N A , C A 9 2 7 0 1 CITY RESUBMITTAL 4/23/2026 FP000 FIRE PROTECTION PERFORMANCE SPECIFICATION FIRE PROTECTION NOTES THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED FOR PERMIT & INSTALLED ACCORDING TO THE OCCUPANCY, HAZARD, CONSTRUCTION TYPE, AND OTHER DESIGN CRITERIA OF THE BUILDING, INCLUDING COMPLIANCE WITH NFPA 13 AND ALL APPLICABLE LOCAL AND STATE CODES. SEE ARCHITECTURAL SHEETS FOR BUILDING INFORMATION. SCALE: FIRE PROTECTION - SITE PLAN FP000 3/32" = 1'-0" 1 NORTH SCALE: RISER DETAIL FP000 NONE 2 4" GR 90° ELL 4" FLEXIBLE GRVD. COUPL'G 10" ELECTRIC BELL MOUNTED TO RISER 2" 90° ELL 4" PVC (C900) 4" DUCTILE SPIGOT, FLG. X P.E. 4" MJ 90L W/ MEGA LUG RETAINER GLAND 4" 4" 4" FLOW SWITCH FIN GRD FIN FLR 4" FLEXIBLE GRVD. COUP. 4" AMES COLT SERIES C300BFG DOUBLE CHECK DETECTOR ASSEMBLY (PAGE 225 OF 2018 USC LIST) W/ TAMPER SWITCHES HYDRAULIC CALC SIGN W/ PRESSURE RELIEF VA. 1" TEST N DRAIN (TIE INTO MAIN) 1" GROOVED COUP. SPARE SPRINKLER CABINET w WRENCHES 8" NOMINAL OPENING A 4"x9" WELDED FLANGE 4x21 2x21 2 FDC 4" KWIK C.V. A 2 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E This document is used to demonstrate compliance with requirements in 110.9, 110.12(c), 130.0, 130.1, 140.6 and 141.0(b)2 for indoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies in low-rise multifamily mixed-use buildings. It is also used to document compliance with requirements in 160.5, 170.2(e) and 180.2(b)4 for indoor lighting scopes using the prescriptive path for multifamily occupancies. Multifamily includes dormitory and senior living facilities. Project Name: Phoenix House Report Page:(Page 1 of 11) Project Address: 1207 E Fruit Street, Santa Ana, CA 92701 Date Prepared: A. GENERAL INFORMATION 01 Project Location (city)Santa Ana 04 Total Conditioned Floor Area (ft2)4,274 02 Climate Zone 8 05 Total Unconditioned Floor Area (ft2)0 03 Occupancy Types Within Project (select all that apply):06 # of Stories (Habitable Above Grade)1 ● Multi-family/ MF Mixed-use <4 stories B. PROJECT SCOPE This table includes any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6 / 170.2(e) or 141.0(b)2 / 180.2(b)4 for alterations. Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 05 My Project Consists of (check all that apply):Calculation Method Area (ft2)Calculation Method Area (ft2) New Lighting System Area Category Method 4274 N/A 0 New Lighting System - Parking Garage N/A 0 N/A 0 Total Area of Work (ft2)4274 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 2 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 C. COMPLIANCE RESULTS If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Lighting in conditioned and unconditioned spaces must not be combined for compliance per 140.6(b)1 /170.2(e) Allowed Lighting Power per 140.6(b) /170.2(e) (Watts) ≥ Adjusted Lighting Power per 140.6(a) /170.2(e) (Watts)Compliance Results 01 02 03 04 = 05 06 07 = 08 09 Complete Building 140.6(c)1 Area Category 140.6(c)2 /170.2(e)4 Area Category Additional 140.6(c)2G / 170.2(e)4Av ( +) Tailored 140.6(c)3 /170.2(e)4B ( +) Total Allowed (Watts) Total Designed (Watts) Adjustments Total Adjusted (Watts) *Includes Adjustments 05 must be >= 08 140.6 /170.2(e) PAF Lighting Control Credits 140.6(a)2 /170.2(e)1B (-) (See Table I)(See Table I)(See Table J)(See Table K)(See Table F)(See Table P) Conditioned 2,129.1 =2,129.1 ≥1,935.2 =1935.2 COMPLIES Unconditioned =≥= Controls Compliance (See Table H for Details)COMPLIES Rated Power Reduction Compliance (See Table Q for Details)  D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 3 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 F. INDOOR LIGHTING FIXTURE SCHEDULE This table includes all planned permanent and portable lighting other than dwelling unit/ hotel/ motel room lighting. Multifamily dwelling unit and hotel/motel room lighting is documented in Table T. If using Table T to document lighting in multifamily common use areas providing shared provisions for living, eating, cooking or sanitation, those luminaires are not included here. Designed Wattage: Conditioned Spaces 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Modular (Track) Fixture Small Aperture & Color Change 1 Watts per luminaire2 How is Wattage determined Total Number of Luminaires Excluded per 140.6(a)3 / 170.2(e)2C Design Watts Field Inspector Pass Fail F1 11" LED Surface Light No NA 14.4 Mfr. Spec 17 No 244.8 F2 13" LED Surface Light No NA 19.6 Mfr. Spec 17 No 333.2 F3 LED Wall Light No NA 27 Mfr. Spec 10 No 270 F4 LED Vanity Light No NA 27 Mfr. Spec 7 No 189 F5 6" LED Downlight No NA 17.5 Mfr. Spec 9 No 157.5 F6/F6E 2 x 2 LED Light No NA 27.9 Mfr. Spec 26 No 725.4 F7 2' LED Strip Light No NA 15.3 Mfr. Spec 1 No 15.3 Total Designed Watts: CONDITIONED SPACES 1,935.2 1FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per 140.6(a)4B /170.2(e)2D is adjusted to be 75% /80% of their rated wattage. Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05. 2Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) /160.5(b). Wattage used must be the maximum rated for the luminaire, not the lamp. G. MODULAR LIGHTING SYSTEMS This section does not apply to this project. STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 4 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 H. INDOOR LIGHTING CONTROLS (Not including PAFs) This table includes lighting controls for conditioned and unconditioned spaces. Building Level Controls 01 02 03 Mandatory Demand Response 110.12(c)Shut-off controls 130.1(c) / 160.5(b)4C Field Inspector Pass Fail NA < 4,000W subject to multilevel See Area/Space Level Controls Area Level Controls 04 05 06 07 08 09 10 11 12 Area Description Complete Building or Area Category Primary Function Area Manual Area Controls 130.1(a) /160.5(b)4A Multi-Level Controls 130.1(b) /160.5(b)4B Shut-Off Controls 130.1(c) //160.5(b)4C Primary/Sky lit Daylighting 130.1(d) /160.5(b)4D Secondary Daylighting 130.1(d) /160.5(b)4D Interlocked Systems 140.6(a)1/1 70.2(e)2A Field Inspector Pass Fail Corridor Corridor Readily Accessible NA: General Ltg <= 0.5W/SF Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No Dining Dining - Family Readily Accessible Dimmer Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No Maintenance Room Electrical, Mechanical, or Telephone Room Readily Accessible NA: Enclosed area <100SF NA: Elec. equip. rm NA: Not daylit zone NA: Not daylit zone No Lounge Lounge Readily Accessible Dimmer Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No Office Office (<=250 square feet)Readily Accessible Dimmer Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No Restroom Restroom Readily Accessible NA: Restrooms Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No Open Office Office (>250 square feet)Readily Accessible Dimmer Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No Laundry Laundry Readily Accessible Dimmer Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 5 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 H. INDOOR LIGHTING CONTROLS (Not including PAFs) Storage Commercial Industrial Storage Area Readily Accessible NA: Enclosed area <100SF Occupancy Sensor NA: Not daylit zone NA: Not daylit zone No 13 Plan Sheet Showing Daylit Zones:   I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Each area complying using the Complete Building or Area Category Methods per 140.6(b) are included in this table. Column 06 indicates if additional lighting power allowances per 140.6(c) or adjustments per 140.6(a) are being used . Conditioned Spaces 01 02 03 04 05 06 Area Description Complete Building or Area Category Primary Function Area Allowed Density (W/ft2)Area (ft2)Allowed Wattage (Watts) Additional Allowance / Adjustment Area Category PAF Corridor Corridor 0.4 1,551 620.4 No No Dining Dining - Family 0.4 453 181.2 No No Maintenance Room Electrical, Mechanical, or Telephone Room 0.4 126 50.4 No No Lounge Lounge 0.55 397 218.35 No No Office Office (<=250 square feet)0.65 638 414.7 No No Restroom Restroom 0.65 409 265.85 No No Open Office Office (>250 square feet)0.6 470 282 No No Laundry Laundry 0.45 84 37.8 No No Storage Commercial Industrial Storage Area 0.4 146 58.4 No No 4,274 2,129.1 See Tables J, or P for detail J. ADDITIONAL ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM This section does not apply to this project. STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 6 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE This section does not apply to this project. L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY This section does not apply to this project. M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING This section does not apply to this project. N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED DECORATIVE /SPECIAL EFFECTS This section does not apply to this project. O. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE This section does not apply to this project. P. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) This section does not apply to this project. Q. RATED POWER REDUCTION COMPLIANCE FOR ONE-FOR-ONE ALTERATIONS This section does not apply to this project. R. R. 80% LIGHTING POWER FOR ALL ALTERATIONS - CONTROLS EXCEPTIONS This section does not apply to this project. STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 7 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) This section does not apply to this project. STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 8 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 T. DWELLING UNIT LIGHTING This table documents compliance with mandatory requirements for dwelling unit indoor lighting per 160.5(a) and 180.2(b)4A for alterations. Lighting systems in common use areas providing shared provisions for living, eating, cooking or sanitation to dwelling units that would otherwise lack these provisions may document compliance with 160.5(a) in this table or may document compliance with lighting for nonresidential occupancies in other tables of this form. 01 Indicate lighting and electrical components included in multifamily dwelling units:Luminaires Blank Electrical Boxes Luminaires Yes Not Applicable Requirement 02 All installed luminaires shall meet the requirements in TABLE 160.5-A except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers, and non-removable lighting attached to ceiling fans; lighting internal to drawers, cabinetry, and linen closets with an efficacy of 45 lumens per watt or greater. 03 Screw based luminaires shall contain lamps that comply with Reference Joint Appendix JA8. 04 Recessed Downlight Luminaires other than those marked for use in fire-rated installations and other than recessed luminaires installed in non-insulated ceilings shall meet all of the following requirements: - Shall not contain screw base lamp sockets; and - Have a label that certifies the luminaire is airtight with air leakage less than 2.0 cfm at 75 Pascals when tested in accordance with ASTM E283. An exhaust fan housing with integral light shall not be required to be certified airtight; and - Be sealed with a gasket or caulk between the luminaire housing and ceiling, and have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk, or be installed per manufacturer's instructions to maintain airtightness between the luminaire housing and ceiling; and - Meet the clearance and installation requirements of California Electrical Code Section 410.116 for recessed luminaires. 05 Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, shall not be installed in enclosed or recessed luminaires. Lighting Controls Yes Not Applicable Requirement 06 Lighting shall have readily accessible wall-mounted controls that allow the lighting to be manually turned ON and OFF. Ceiling fans may provide control of integrated lighting via a remote control. 07 Lighting controls shall comply with the applicable requirements of Section 110.9. 08 No controls shall bypass a dimmer, occupant sensor or vacancy sensor function where that dimmer or sensor has been installed to comply with Section160.5(a)2. STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 9 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 T. DWELLING UNIT LIGHTING 09 An Energy Management Control System (EMCS) or a multiscene programmable controller may be used to comply with dimming, occupancy, and lighting control requirements in Section 160.5(a)2 if it provides the functionality of the specified controls in accordance with Section 110.9, and the physical controls specified in in Section 160.5(a)2A. 10 In bathrooms, garages, laundry rooms, utility rooms, and walk-in closets, at least one installed luminaire shall be controlled by an occupancy or vacancy sensor providing automatic-off functionality. 11 For lighting internal to drawers and cabinetry with opaque fronts or doors, controls that turn light off when the drawer or door is closed shall be provided. 12 Lighting in habitable spaces, including but not limited to living rooms, dining rooms, kitchens, and bedrooms, shall have readily accessible wall-mounted dimming controls that allow the lighting to be manually adjusted up and down OR luminaires must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Forward phase cut dimmers controlling LED light sources shall comply with NEMA SSL 7A. Ceiling fans may provide control of integrated lighting via a remote control. Lighting internal to drawers and cabinetry with opaque fronts or doors or with automatic off controls does not need to provide dimming controls. 13 Integrated lighting of exhaust fans shall be controlled independently from the fans. The following shall be controlled separately from ceiling-installed lighting such that one can be turned on without turning on the other: - Undercabinet lighting - Undershelf lighting - Interior lighting of display cabinets - Switched outlets U. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. If any selections have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title LMCI-LTI-E - Must be submitted for all buildings STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page: (Page 10 of 11) Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html Form/Title Systems/Spaces To Be Field Verified NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls.Corridor; Dining; Lounge; Office; Restroom; Open Office; Laundry; Storage STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE LMCC-LTI-01-E Project Name: Phoenix House Report Page:(Page 11 of 11) Project Address:Date Prepared: Registration Number:Generated Date/Time:Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Low-rise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: 390501-0326-0002 Report Generated: 2026-03-24 15:22:02 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Rickert Henriksen Documentation Author Signature: Company: Sacramento Engineering Consultants Signature Date: 03/24/2026 Address: 10555 Old Placerville Road CEA/ HERS Certification Identification (if applicable): City/State/Zip: Sacramento, CA 95827 Phone: (916) 368-4468 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Rickert Henriksen Responsible Designer Signature: Company: Sacramento Engineering Consultants Date Signed: 03/24/2026 Address: 10555 Old Placerville Road License: E10629 City/State/Zip: Sacramento, CA 95827 Phone: (916) 368-4468