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HomeMy WebLinkAbout320 N FIRST AVE - 2025 -JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P TITLE SHEET A-16/23/25 GENERAL NOTES SHEET INDEX SITE MAP PROJECT DATA ATTACHMENT A BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL DEVELOPMENT CONSTRUCTION PROJECTS/ CERTIFICATION STATEMENT · · · · · · · · BEST MANAGEMENT PRACTICES ARCADIA BODY SHOP 320-326 N. FIRST AVE.ARCADIA, CA. 91006 TITLE SHEET EXISTING SITE PLAN A-1 A-2 NEW SITE PLAN EXISTING FLOOR PLAN A-2.1 A-3 NEW FLOOR PLAN EXISTING ELEVATIONS A-3.1 A-4 NEW ELEVATIONSA-4.1 SITE CONSULTANTS ROOF PLANA-3.2 REFLECTED CEILING PLANSA-5 SCHEDULES A-6 A-6.1 DISABLED ACCESS CODE REQUIREMENTSA-7 A-7.2 DETAILSA-8 A-7.1 DISABLED ACCESS CODE REQUIREMENTS DISABLED ACCESS CODE REQUIREMENTS DETAILED TOILET ROOM PLAN AND INTERIOR ELEVATIONS SHEET INDEX DETAILSA-9 SECTIONSA-4.2 CONDITIONS OF APPROVALA-1.1 CALIFORNIA GREEN BUILDING STANDARADSA-1.2 A-1.3 A-1.4 A-1.5 CALIFORNIA GREEN BUILDING STANDARADS CALIFORNIA GREEN BUILDING STANDARADS CALIFORNIA GREEN BUILDING STANDARADS NOTES, SPECS AND SCHEDULESM-1 M-3 T-24 ENERGY FORMST-1 M-2 FLOOR AND ROOF PLANS DETAILS T-2 T-3 T-24 ENERGY FORMS T-24 ENERGY FORMS STRUCTURAL NOTESS1.0 S1.1 S1.2 S1.0A TYPICAL DETAILS S1.3 S1.4 FOUNDATION PLANS2.0 S2.2 FOUNDATION PLANS2.3 S2.1 FLOOR / LOW ROOF FRAMING PLAN ROOF FRAMING PLAN S2.4 S3.0 ROOF FRAMING PLAN FOUNDATION DETAILS S4.0 S5.0 FLOOR FRAMING DETAILS ROOF FRAMING DETAILS STRUCTURAL NOTES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS C-100 C-101 C-200 C-300 C-400 C-500 C-600 NOTES, SPECS AND SCHEDULESP-1 P-3 P-2 FLOOR AND ROOF PLANS FLOOR PLAN AND DETAILS TJI-1 TJI FLOOR FRAMING DETAILS TITLE SHEET E-3 LIGHTING PLANS E-1 POWER PLANS E-2 E-4 BODY SHOP ROOF PLAN LCS-1 EXIT PLANSA-3.3 M-2.1 AUTOMOTIVE REPAIR FLOOR PLAN LDP-1 LIP-1 LPP-1 LPP-2 LID-1 LIS-1 LIS-2 LPS-1 LPS-2 LPS-3 LANDSCAPE IRRIGATION PLAN (REFERENCE ONLY) LANDSCAPE DOCUMENT PACKAGE GUIDELINES (REF. ONLY) LANDSCAPE COVER SHEET (REFERENCE ONLY) DETAILS (REFERENCE ONLY) EROSION CONTROL PLAN (REFERENCE ONLY) PRECISE GRADING PLAN (REFERENCE ONLY) HORIZONTAL CONTROL PLAN (REFERENCE ONLY) IMPROVEMENT PLAN (REFERENCE ONLY) NOTES (REFERENCE ONLY) TITLE SHEET (REFERENCE ONLY) LANDSCAPE PLANTING PLAN (REFERENCE ONLY) TREE PRESERVATION NOTES (REFERENCE ONLY) LANDSCAPE IRRIGATION DETAILS (REFERENCE ONLY) LANDSCAPE IRRIGATION SPECS. (REFERENCE ONLY) LANDSCAPE IRRIGATION SPECS. (REFERENCE ONLY) LANDSCAPE PLANTING SPECS. (REFERENCE ONLY) LANDSCAPE PLANTING SPECS. (REFERENCE ONLY) LANDSCAPE PLANTING SPECS. (REFERENCE ONLY) E-6 TITLE 24- INDOOR TITLE 24- OUTDOOR E-5 S3.1 FOUNDATION DETAILS TREE PROTECTION NOTESA-2.2 S1.5 TYPICAL DETAILS S2.5 SITE PLAN TYPICAL DETAILS TYPICAL DETAILS WSWH1 WSWH2 C-102 GENERAL TREE PRESERVATION NOTES (REF. ONLY) STORM DRAIN PLAN (REFERENCE ONLY) C-700 DETAILS (REFERENCE ONLY)C-701 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-1.112/11/24 CONDITIONS OF APPROVAL JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-1.23/27/25 CALIFORNIA GREEN BUILDING STANDARDS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-1.33/27/25 CALIFORNIA GREEN BUILDING STANDARDS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-1.43/27/25 CALIFORNIA GREEN BUILDING STANDARDS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-1.53/27/25 CALIFORNIA GREEN BUILDING STANDARDS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P EXISTING SITE PLAN SCALE: 1"=10'-0" EXISTING SITE PLAN A-24/29/25 N. F i r s t A v e . Alley 1 A-2 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P PROJECT DATA NEW SITE PLAN A-2.17/2/25 NEW SITE PLAN SCALE: 1"=10'-0" 1 A-2.1 N. F i r s t A v e . GENERAL NOTES Alley JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-2.24/29/25 TREE PROTECTION NOTES JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P EXISTING FLOOR PLAN SCALE: 1/8"=1'-0" A-33/5/25 1 A-3 WALL SCHEDULE EXISTING FLOOR PLAN JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-3.16/23/25 NEW FIRST FLOOR PLAN SCALE: 1/8"=1'-0" 1 A-3.1 WALL SCHEDULE NEW FLOOR PLANS NEW SECOND FLOOR PLAN SCALE: 1/8"=1'-0" 2 A-3.1 DETAILED STAIRS SCALE: 1/4"=1'-0" 3 A-3.1 GENERAL NOTES JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-3.25/29/25 SCALE: 1/8"=1'-0" 1 A-3.2 ROOF PLAN ROOF PLAN ROOF SPECIFICATIONS SOLAR READY ROOF AREA JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P 6/18/25 FIRST FLOOR EXIT PLAN SCALE: 1/8"=1'-0" 1 EXIT PLANS SECOND FLOOR EXIT PLAN SCALE: 1/8"=1'-0" 2 A-3.3A-3.3 A-3.3 OCCUPANT LOAD GENERAL NOTES EXIT NOTES JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P EXISTING SOUTH ELEVATION SCALE: 1/8"=1'-0" EXISTING ELEVATIONS A-45/29/25 2 A-4 EXISTING WEST ELEVATION SCALE: 1/8"=1'-0" 1 A-4 EXISTING EAST ELEVATION SCALE: 1/8"=1'-0" 3 A-4 EXISTING NORTH ELEVATION SCALE: 1/8"=1'-0" 4 A-4 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P NEW NORTH ELEVATION SCALE: 1/8"=1'-0" NEW ELEVATIONS A-4.16/9/25 2 A-4.1 NEW WEST ELEVATION SCALE: 1/8"=1'-0" 1 A-4.1 NEW EAST ELEVATION SCALE: 1/8"=1'-0" 3 A-4.1 NEW SOUTH ELEVATION SCALE: 1/8"=1'-0" 4 A-4.1 NEW INTERIOR EAST ELEVATION SCALE: 1/8"=1'-0" 3A A-4.1 NEW INTERIOR WEST ELEVATION SCALE: 1/8"=1'-0" 1A A-4.1 GENERAL NOTES JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P SECTIONS A-4.26/18/25 SECTION-1 SCALE: 1/8"=1'-0" 1 A-4.2 SECTION-2 SCALE: 1/8"=1'-0" 2 A-4.2 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-56/23/25 SCALE: 1/8"=1'-0" 3 A-5SCALE: 1/8"=1'-0" 2 A-5 REFLECTED CEILING PLANS SECOND FLOOR REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN LIGHT FIXTURES CEILING FINISHES JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-65/28/25 SCALE: 1/2"=1'-0" 1 A-6 DETAILED TOILET ROOM PLAN AND INT. ELEVATIONS DETAILED TOILET ROOM PLAN TOILET FIXTURES SCALE: 1/2"=1'-0" 2 A-6 INTERIOR ELEVATION #102 SCALE: 1/2"=1'-0" 3 A-6 SCALE: 1/2"=1'-0" 4 A-6 SCALE: 1/2"=1'-0" 5 A-6 SCALE: 1/2"=1'-0" 6 A-6 INTERIOR ELEVATION #103 SCALE: 1/2"=1'-0" 7 A-6 SCALE: 1/2"=1'-0" 8 A-6 SCALE: 1/2"=1'-0" 9 A-6 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P A-6.13/31/25 SCHEDULES DOOR SCHEDULE GLASS HEAD HEIGHT REMARKSDOOR FINISHFRAMETYPESIZESYM. WINDOW SCHEDULE FRAME FINISH HEADGLASSHEIGHT REMARKSSIZETYPESYM. SECURITY NOTES NO.ROOM NAME FLOOR BASE WALLS CEILING WAINSCOTING REMARKS FINISH SCHEDULE U-VALUE SHGC JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P 10/14/24 A-7.0DISABLED ACCESS CODE REQUIREMENTS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P 10/14/24 A-7.1DISABLED ACCESS CODE REQUIREMENTS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P 10/14/24 A-7.2DISABLED ACCESS CODE REQUIREMENTS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P 1 2 ·· 4 7 5 8 3 DETAILS A-86/18/25 6 23 16 ² ² ² 22 11 12 15 10 13 19 20 21 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 10/31/25 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P DETAILS A-96/18/25 31 6 7 8 9 10 12 13 14 15 16 17 19 20 11 2 4 21 22 23 24 18 STRUCTURAL NOTES S1.0 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM STRUCTURAL. .. NOTES. STRUCTURAL NOTES CONT'D. S1.0A SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM STRUCTURAL. .. NOTES. TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL10 TYPICAL DETAIL9 TYPICAL DETAIL3 S1.1 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL. . DETAILS.. TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL9TYPICAL DETAIL10 S1.2 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL. . DETAILS.. TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL3 TYPICAL DETAIL9TYPICAL DETAIL10 S1.3 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL. DETAILS.. TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL3 TYPICAL DETAIL10 TYPICAL DETAIL9 S1.4 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL. DETAILS.. TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL3 TYPICAL DETAIL10 TYPICAL DETAIL9 S1.5 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL. DETAILS.. N1FOUNDATION PLAN SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM S2.0 FOUNDATION.. .. PLAN. O F F I C E N1FLOOR/ LOW ROOF FRAMING PLAN SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM S2.1 FLOOR/LOW. . ROOF FRMG... PLAN. O F F I C E N1ROOF FRAMING PLAN C.J. SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM S2.2 ROOF. . FRAMING. PLAN. O F F I C E N1FOUNDATION PLAN SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM S2.3 FOUNDATION.. .. PLAN. B O D Y S H O P N1ROOF FRAMING PLAN SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM S2.4 ROOF. . FRAMING. PLAN. B O D Y S H O P N1SITE PLAN SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM S2.5 ROOF. . FRAMING. PLAN. B O D Y S H O P DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 S3.0 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM FOUNDATION.. .. DETAILS.. DETAIL1DETAIL2 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3DETAIL4 S3.1 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM FOUNDATION.. .. DETAILS.. DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 S4.0 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM FLOOR.. . FRAMING. DETAILS.. DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL3 S5.0 SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . . TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM ROOF. . FRAMING. DETAILS.. Protect untreated wood from direct contact with concrete End of joists at centerline of support Face mount hanger Top mount hanger FASTENING of FLOOR PANELS (1) Stagger nails when using 4" on-center spacing and maintain 138" joist and panel edge distance. One row of fasteners is permitted (two at abutting panel edges) for diaphragms. Fastener spacing for TJI® joists in diaphragm applications cannot be less than shown in table. When fastener spacing for blocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI® joists. (2) For non-diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least ½" and staggered. (3) With 10d (0.148" x 1½") nails, spacing can be reduced to 3" on-center for light gauge steel straps. (4) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 138" (to avoid splitting). (5) Can be reduced to 5" on-center if nail penetration into the narrow edge is no more than 138" (to avoid splitting). ■ Recommended nailing is 12" on-center in field and 6" on-center along panel edge. Fastening requirements on engineered drawings supersede recommendations listed above. ■ For recommended nailing and adhesives, see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. ■ Nailing rows must be offset at least 12" and staggered. ■ 14 ga. staples may be substituted for 8d (0.113" x 212") nails if minimum penetration of 1" into the TJI® joist or rim board is achieved.® ■ Maximum nail spacing for TJI® joists is 18" on-center. 4" 110, 210, and 230 FILLER and BACKER BLOCK SIZES (1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top of joist; see detail W. Filler and backer block dimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks). 2x10 6'-0" long Verify column capacity and beam bearing length. See current Weyerhaeuser literature. 110TJI® Joists® Cantilever Filler (Detail E4) Filler Block (1) (Detail H2) Backer Block (1) (Detail F1 or H2) 2x6 4'-0" long 58" or 34" Depth 2x6 2x8 912" or 1178"14" 16d (0.162"x 312") 8d (0.113" x 212"), 8d (0.131" x 212") 6" Nail Size L5 L1 210 230 or 360 560 1178" Two 2x6 2x6 2x6 +12" sheathing 4'-0" long 912" or 1178" 2x6 +12" sheathing 2x6 +38" sheathing 4'-0" long 2x10 +38" sheathing 6'-0" long 34" or 78" 2x8 +38" sheathing 2x6 +38" sheathing 912" or 1178" 14" or 16" 2x10 +12" sheathing 6'-0" long 78" or 1" Net 2x8 +12" sheathing 14" or 16" 2x12 +12" sheathing Not applicable 18" or 20" 2x122x8 18" or 20" Two 2x12 Not applicable Two 2x8 14" or 16" See current Weyerhaeuser literature for framing connectors 112" TimberStrand® LSL or wider118" TJ® Rim Board Rim Board 6" 16"(5) 3" 6" TJI®(1)(2) 6"(4) 114" TimberStrand® LSL 4" Parallam® PSL Microllam® LVL L2 P1 BEAM ON COLUMN CAP L3 L4 ELEVATED COLUMN BASE Protect untreated wood from direct contact with concrete P2 COLUMN BASE P3 L4 A2 Optional non-shrink grout L5 P TJI® rim joist DO NOT bevel cut joist beyond inside face of wall. BEAM DETAILS JOIST DETAILS Top mount hanger H1 Face mount hanger BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header H2 BEAM TO BEAM CONNECTION Web stiffeners required if sides of hanger do not laterally support at least 38" of TJI®joist top flange BEARING AT CONCRETE WALL H3 Flush bearing plate required. Maximum 14" overhang permitted at beam. E4 H2 Bearing plate to be flush with inside face of wall or beam See ALLOWABLE HOLES Use B1 or B2 at intermediate bearings with load bearing or braced/shear wall from above H1 H3 B4 B3 B2 E2 A1 B1 CS Exterior Deck AttachmentLA Structural sheathing DO NOT use sawn lumber for rim board or blocking, as it may shrink after installation. Use only engineered lumber. Rim board joint between joists H1 L3 A3.__ L1 DO NOT overhang seat cuts on beams beyond the inside face of support member. Drive nails at an angle to minimize splitting of plate One 10d (0.128" x 3") nail each side of member at bearing, 112" minimum from end See framing plan (if applicable) or Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9000.For minimum end and intermediate bearing lengths. TJI® joist framing does not® require bridging or mid-span blocking Safety bracing (1x4 minimum) at 8' on-center (6' on-center for TJI®110 joists) and extended to a braced end wall. Fasten at each joist with two 8d (0.113" x 212") nails minimum (see WARNING). Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist. E1 Wood backer F1 4'-0" maxim u m cantil e v e r (unifo r m l o a d s o n l y ) 11 2 time s canti l e v e r leng t h Web stiffeners required each side at B3W ONLY B3WB3 Blocking panel 118" TJ®Rim Board or 114" TimberStrand®LSL. BEAM ATTACHMENT at BEARING THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. F1 applies to uniformly loaded joists only. With top mount hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. For nailing requirements see page 5, TJ - 9001,Weyerhaeuser installation Guide for Floor and Roof Framing, TJ-9001. 112" knockouts at approximately 12" on-center Hanger height must be a minimum of 60% of joist depth Guidelines for Closest On-Center Spacing per Row 360 and 560 d 3"3"3" 8"6"6"(4) E3E2 PB1 W A1 Plate nail, 16d (0.135" x 312") at 16" on-center A1W Must have 134" minimum joist bearing at ends.Attach rim joist per A3 detail.A2 A2W Warning: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coating on this product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65, visit wy.com/informy. Plate nail, 16d (0.135 x 3 12") at 16" on-center Toe nail, 10d (0.131 x 3") at 6" on-center TJI®rim joist® Rim-to-joist nail Web stiffener required on both sides at A2W ONLY TJI®rim joist Plate nail - 16d (0.135" x 3132") at 16" on-center* Floor panel nail - 8d (0.131" x 2122") at 6" on-center* Toe nail - 10d (0.131" x 3") at 6" on-center* 118" TJ®Rim Board (A3/A3W only) or 114" TimberStrand®LSL. When sheathing thickness exceeds78", trim sheathing tongue at rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3W W A3.1 W A3.2 W A3.3 Floor panel nail - 8d (0.131" x 2122") at 6" on-center Toe nail - 10d (0.131" x 3") at 6" on-center Install proper blocking to support all panel edges A3.4 12" min. 2x_ stud wall at 16" on-center Plate nail - 16d (0.135" x 3132") at 12" on-center 114" TimberStrand® LSL rim board. When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3.4 W Web stiffeners required on both sides at A3.4W ONLY For rim board thicker than 134" - Attach TJI Joist to rim board with one 10d (0.128" x 3") nail. Top nail from TJI joists into rim board. - Connect corner with four 10d (0.128" x 3") nails. Toe nail from side of parallel closure into rim board. B2 B1 B1W B2W B4 B4W Use 2x4 minimum squash blocks to transfer load around TJI®joist CS Load from above 2x4 minimum squash blocks 116" 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. E1 E1W Web stiffeners required on both sides at E1W ONLY 118" TJ® Rim Board or 114" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 9192" deep or shorter than 12" long. Do not cut flanges. Attach reinforcement to joist flange with 8d (0.131" x 212") nails at 6" on-center. When reinforcing both sides, stagger nails. 2'-0" maxim u m A Face grain horizontal 4'-0" length of 34" reinforcement on one side at E2, both sides at E3 118" TJ®Rim Board or 114" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. 2'-0" maxim u m Not for use with 312" TJI®joist flange widths® Attach reinforcement to joist web with 3 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Use 2 rows with 912" and 1178" TJI®joists.®u mmmmm 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 9192" deep or shorter than 12" long. Do not cut flanges. 6'-0" length of TJI®joist reinforcement and filler block. Use 4'-0" length with 9192" and 1178" TJI® joists. 118" TJ®Rim Board 114" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails,one each at top and bottom flange. E6 Attach reinforcement to joist with one 8d (0.131" x 212") nail at each corner Less than 5" E5 12" length of 34" reinforcement on one side at E5, both sides at E6 118" TJ® Rim Board 114" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Full depth vertical blocking between each joist Horizontal blocking panels between each joist. Nail to top plate with connections equivalent to floor panel schedule. Less than 5" 12" length of 34" reinforcement on one side at E7, both sides at E8 E8E7 Attach reinforcement to joist with one 8d (0.131" x 212") nail at each corner 118" TJ® Rim Board or 114" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Nail to blocking panel with connections equivalent to floor panel schedule. Hanger Backer Block:g Install tight to top flange (tight to bottom flange with face mount hangers). Clinch nails when possible. Backer block both sides of web with single TJI®joist® Double TJI®Joist Filler Block: Attach per the table. Clinch nails when possible. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support DO NOT cut, notch or drill holes in headers or beams except as indicated in illustrations and tables. For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist spanprovided that no other holes occur in the joist. Leave18" of web (minimum) at top and bottom of hole.DO NOT cut joist flanges. Tables are based on uniform load tables in current design literature. Rectangular holes based on measurement of longest side. Table B - Intermediate or Cantilever Support DO NOT cut or notch flange. DO NOT cut holes in cantilever reinforcement. 112" hole may be cut anywhere in web out- side of hatched zone Min. distance from Table A No field cut holes in hatched zones Minimum distance from edge of hole to inside face of nearest end support minimum (applies to all holes except knockouts) Table A - End Support 6" 6"1L 12 x D 1D DL2 x L minimum 2 2 6" 6" 2 ALLOWABLE HOLES - TJI® Joists® 1.3E TimberStrand®LSL allowed hole zone dd Microllam®LVL and Parallam®PSL allowed hole zone middle 13 span 1.3E TimberStrand® LSL hole zone Microllam®LVL and Parallam® PSL hole zone 2 x diameter of the largest hole (minimum) d 13 depth 1" 2" 134" Maximum Round Hole Size Header or Beam Depth 438" 714"- 20" 5152" See illustration for Allowed Hole Zone Other Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 9194"-9192" 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for headers and beams with uniform loads only. Round holes only No holes in cantilevers. Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. Maximum Round Hole Size Header or Beam Depth 8" Allowed hole zone Min. distance from Table B Do not cut holes larger than 112" incantilever 6"Closely grouped round holes are permitted if the group perimeter meets requirements for round or square holes. 10'-0"11'-6"3'-0"1'-0"1'-0"1'-6" 9'-0"9'-0"6'-6"4'-6"1'-0"1'-0"1'-0"360 1'-0" 12'-0" 13" SQUARE OR RECTANGULAR HOLE SIZE 16'-6" 16'-0" 18'-0" 17'-0" 10'-0" 13" ROUND HOLE SIZE 11'-0" 10'-0" 15'-0" 13'-6" 4'-0"2'-6"230 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16" 14" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 210 110 1'-0" 1'-0" 9'-6"5'-6"1'-0"2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-0" 5'-6" 5'-6" 3'-6" 11'-0" 10'-0" 4'-0" 7'-0" 6'-6" 6'-6" 10'-6" 13'-6" 12'-6" 6'-0" 9'-6" 3'-6" 8'-6" 6'-0" 2'-6"5'-0" 4'-0" 1'-0" 4'-6" 7'-0" 2'-0" 8'-0" 2'-0" 1'-6" 4'-6" 4'-0" 10'-0" 11'-0" 4'-6" 12'-0" 8'-6" 9'-0" 8'-6" 3" 1'-0" 2'-6" 2'-6" 912" TJI® 210 110 2" 2'-0" 2'-0" 560 1'-0" 4" 3'-6" 3'-6" 6162" 8'-0" 7'-6" 8778"11" 1'-0"1'-0"5'-0"7'-6" 7'-6"3'-6"2'-0"4'-6" 2'-0" 1'-6" 3'-6" 2'-6" 1'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 2'-0" 4'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-0" 1'-0" 1'-0" 13'-0"6'-0"2'-0"10'-0" 10'-6" 13'-6" 12'-0" 11'-0" 14'-6" 13'-0" 1'-0" 3'-6" 2'-0" 5'-0" 9'-0" 7'-6" 1'-0" 5'-0" 4'-0" 2'-6"6'-6" 4'-6" 10'-0" 9'-0" 13'-6" 16'-0" 14'-6" 13'-6" 12'-6" 15'-0" 14'-0" 10'-0" 12'-0" 11'-0" 10'-6" 10'-0" 8'-6"3'-6" 5'-0" 1'-0" 6'-0" 9'-6" 5'-0" 10'-6" 3'-0" 2'-6" 8'-0" 7'-0" 12'-0"9'-0" 9'-6" 2'-0" 3" 3'-0" 2'-6" 2'-0" 1'-6" 2" 1'-0" 4'-0" 3'-6" 4"6162" 7'-6" 6'-6" 11"878" 10'-0"3'-0"4'-6"11'-0" 13" 11'-0" 11'-0" SQUARE OR RECTANGULAR HOLE SIZE 13" 6'-0" 7'-0" ROUND HOLE SIZE 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-6" 1'-0" 1'-6" 1'-0" 2'-0" 2'-6"560 16" 14" 1'-0"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 110 230 210 1'-0" 8'-0"3'-0"4'-0" 1'-6" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"1'-0" 1'-6" 8'-0"5'-6" 2'-6" 3'-0" 6'-6" 3'-6" 4'-0" 9'-0" 3'-6" 4'-0" 3'-0" 6'-0" 7'-0" 5'-6" 1'-6" 2'-0" 3'-0" 2'-0" 2'-0" 3'-6" 2'-6" 2'-0" 2'-0" 2'-6" 2'-6" 3'-6" 3'-0" 5'-6" 6'-6" 7'-0" 6'-0" 3" JOIST DEPTH TJI® 2"4"878"11" 1'-6" 2'-0" 1'-6" 2'-0" 2'-0" 3'-6" 2'-6" 1'-0" 1'-6" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 3'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 5'-6"4'-6"8'-0" 4'-0"2'-6" 1'-0" 1'-0" 4'-0" 2'-0" 2'-0" 5'-0" 2'-0" 1'-6" 2'-0" 3'-0" 2'-6" 2'-0" 9'-6"8'-0" 9'-0" 8'-0" 10'-0" 7'-0" 6'-6" 9'-0" 9'-0" 8'-6" 8'-0" 7'-0" 6'-0" 6'-6" 2'-0" 3'-6" 2'-6" 2'-6" 2'-6" 4'-6" 3'-6" 3'-0" 3'-0" 2'-6" 2'-6"3'-6" 4'-6" 4'-0" 7'-6" 7'-0" 6'-6" 6'-0" 3"2"4"11"878"6162" 5'-6" 5'-0" 5'-6" 3'-0" 3'-0" 4'-6" 2'-6" 2'-0" 2'-6" 1'-6" 4'-6" 1'-0" 1'-6" 3'-6" 5'-6" 2'-6" 2'-6" 6162" 4'-6" 5'-0" 5'-0" 5'-0" 5'-6" 6'-6" 4'-6" 3'-6" 4'-0" 4'-0" 7'-0" 3'-6" 3'-0" 6'-0" 7'-0" 6'-6" 5'-0" 3'-6" 3'-6" 5'-0" 3'-0" 2'-6" 2'-6" 2'-0" 5'-0" 1'-6" 1'-6" 4'-0" 6'-0" 3'-0" 2'-6" 5'-6" 5'-6" 6'-6" 5'-0" 4'-0" 4'-6" 5'-0" 7'-6" 4'-0" 3'-6" 6'-6" 7'-6" 7'-0" 5'-6" 5"5"7"7" 1'-6" 2'-6" 3'-0" 5" 4'-6" 5'-0" 2'-6" 3'-0" 5'-6" 1'-0" 5'-6" 3'-6" 3'-6" 3'-6" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-6" 7" 4'-6" 3'-0" 2'-0" 3'-6" 4'-0" 4'-0" 1'-0" 6'-6" 6'-0" 5'-6" 7'-6" 2'-6" 8'-6" 5'-0" 7"5" 5'-6" 6'-6" 3'-6" 2'-6" 5'-6" 4'-0" 4'-0" 1'-6" 7'-0" 5'-6" 5'-0" 7'-0" 2'-6" 8'-0" 4'-6" 4'-0" 6'-6" 8'-0" 11'-0" 6'-0" 9'-6" 9'-0" 10'-0" 11'-0" 5'-6" 7'-6" 8'-6" 10'-0" 6'-0" 7'-0" 7'-0" JOIST DEPTH 1'-6"1'-0" 1'-6" 3'-0" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" 21'-0" 20'-6" 17"15"8"10"6"4"12"17"15"12"10"8"6"4" 16'-0" 15'-6"1'-0" 1'-0" 1'-0" 1'-0"18" 20"1'-0"560 560 360 360 1'-0" 1'-0" 1'-0" 1'-0"1'-6" 1'-0" 2'-0" 3'-0" 3'-0" 6'-0" 6'-0" 12'-0"5'-6" 16'-6" 11'-0" 15'-0" 10'-0" 6'-0" 9'-0" 6'-0" 3'-0" 1'-6" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16'-6" 18'-0" 16'-6" 14'-0"8'-6" 7'-0" 9'-0" 11'-6"16'-6" 12'-6" 14'-6" 19'-6"17'-6' 19'-0" 20'-0" 19'-6" 5" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 7"5" 1'-0" 1'-0" 3'-6" 1'-6"6'-6" 4'-0" 6'-0" 8'-6" 7" 17" 16'-0" 15'-6" 17" 11'-6" 10'-6" 6" 1'-0" 1'-0" 1'-0" 1'-0"18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 4" 2'-0"4'-0" 2'-0" 1'-0" 1'-0" 4'-6" 2'-0" 2'-0" 8"10" 10'-0"5'-6" 11'-0"7'-0" 4'-6" 4'-0" 9'-0" 7'-0" 12"15"6" 5'-0" 3'-0" 3'-6" 1'-6" 1'-0" 2'-0" 1'-0" 1'-0" 4" 12'-0" 11'-6" 11'-0"10'-0"6'-0" 8'-0" 7'-0" 4'-6" 11'-0" 10'-6" 8'-0" 8"10" 13'-6" 14'-6" 14'-6" 14'-0" 13'-0' 15"12"5" 1'-0" 1'-0" 1'-0" 1'-0" 7" 1'-0" 1'-0" 1'-0" 1'-0" 5"7" 1'-0" 1'-6" 3'-6" 1'-6" 3'-0" 5'-0" 4'-6" 6'-6" No field cut holes in hatched zones 2'-0" 2'-6"560 360 3'-6" 5'-0" 3'-0"4'-0" 3'-0" 2'-6" 2'-0" 1'-6" 5'-6"4'-0" 3'-6" 5'-0"6'-0" 7'-0" 5'-6" 6'-0"1'-6" 1'-6" 5'-0" 4'-0"360 560 3'-0" 3'-6" 5'-6" 6'-0" 9'-0" 10'-0" 4'-6" 5'-6" 3'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0"7'-6" 6'-6"7'-6" 8'-0" 8'-6" 1.55 E TimberStrand® LSL® Other Trus Joist® Beams® BEARING AT COLUMN Allowable Load (lbs) 610 Corrosion-resistant fasteners required for wet-service applications. 114" TimberStrand® LSL rim board EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. 12" lag bolt LA Fastener Flashing Treated 2x_ ledger 118" TJ® Rim Board 118" TJ® Rim Board or 114" TimberStrand® LSL. 480 Option #2:p 2x_ strapping installed at 13 joist-span locations using two 212" screws per joist, typical Option #1:p TJI® joist blocking with end® blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 212" screws, typical Option #3:p Directly applied ceiling When specified on the layout, one of the bracing options above is required Apply subfloor adhesive to all contact surfaces 8' ma x .1 3 joist s p a n Web stiffener both sides. See sizes below. 2x4 Minimum Web Stiffener Size 58" x 2516" 34" x 2516" 78" x 2516" 560 Tight fit* 110 210 230 & 360 End 3 WEB STIFFENER ATTACHMENTGap*:p 18" minimum 234" maximum TJI® Joist Series Type 8d (0.113" x 212") 1" (112" for TJI® 560, 560D) * With point load from above, and no support below, install web stiffener tight to top flange (gap at bottom flange) All Depth (in.) 560D All All All 18" 20" 22" 24" i 2x4 Nailing Requirements 16d (0.135" x 3132") 16d (0.135" x 3132") 3 Number Nails Intermediate 4 5 6 6 4 5 11 13 (2) (2) (1) (1) (1) Nailing: See sizes below. (1) PS1 or PS2 sheathing, face grain vertical (2) Construction grade or better (3) Web stiffeners are always required for 22" and 24" TJI® 560D Joists 118" TJ®Rim Board or 114" TimberStrand®LSL. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Web stiffener required on both sides at A1W ONLY Blocking panel: 118" TJ®Rim Board, 114" TimberStrand® SL or TJI®joist Toe nail, 10d (0.131" x 3") at 6" on-center Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ®Rim Board, 114" TimberStrand®LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY 116" 2x4 minimum squash blocks Blocking panels may be required with braced/shear walls above or below — see detail B1 Blocking panels may be required with braced/shear walls above or below — see detail B1 Blocking panel: 118" TJ®Rim Board, 114" TimberStrand®LSL or TJI® joist End of joists at centerline of support Load bearing or braced/shear wall above (must stack over wall below when present) Web stiffeners required on both sides of both joist ends at B4W ONLY Nail through 2x_cantilever, wood backer and TJI® joist web with 2 rows 10d (0.148" x 3")® nails at 6" on-center, clinched. Use 16d (0.135" x 312") nails with 3132" TJI® joist flange widths. (3) (3) 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.® 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ®Rim Board, 114" TimberStrand®LSL or TJI®110 rim joist:® One 10d (0.131" x 3") nail into each flange TJI®210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule TJI®560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each side of TJI®joist flange Rim to TJI®Joist Squash Blocks to TJI®Joist® (Load bearing wall above) One 10d (0.128" x 3") nail into each flange 118" TJ®Rim Board or 114" TimberStrand®LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 3132" minimum intermediate bearing 5154" may be required for maximum capacity Column BEARING AT WALL 118" TJ®Rim Board or 114" TimberStrand®LSL or blocking for lateral support Strap per code if top plate is not continuous over column * For additional installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. *** * Sheathing boundary nails, 8d (0.131" x 2122") at 4" on-center No load bearing wall above L6 Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, WS, or Truss-LOK-EWP™. (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. Piece Width # of Plies Fastener Type Min. Length # Rows O.C. Spacing Location 10d nails 3" 312" 134" 2 3 4 2 12d-16d nails Screws 10d nails 12d-16d nails Screws 10d nails 12d-16d nails Screws Screws 12" bolts (1) (3) (3) 314" 338" or 312" 3" 314" 338" or 3132" 5" 3" 314" 5" or 6" 6 34" 5" or 6" 6 34" 8" 3 2 2 3 2 2 3 2 2 2 2 12" 24" 12" 24" 12" 24" 24" 24" One side Both sides One side Both sides One side(per ply) Both sides One side Both sides One side - (2) (2) (2) (2) (2) (2) Fastener Installation Requirements Multiple-Member Connections for Top-Loaded Beams COLUMN DETAILS r When joists are doubled at non-load bearing parallel partitions, space joists apart the width of the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, but may not be required. Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI®joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS Plumbing Drop Additional joist is required if floor panel edge is unsupported or if span rating is exceeded. Joist may be shifted up to 3" if floor panel edge is supported and span rating is not exceeded. Do not cut joist flanges. 4"(3)6"4"(3)4"4"4"4" L2 * For additional installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 10d (0.148"x 3"), 12d (0.148"x 314") February 2014 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001,and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. TJI FLOOR TJI-1 FRAMING DETAILS SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 .. . . DD . FF. FF. TT. TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM ® ®® ® 36 XX 1 24 HX 1 HH ® WSWH1 TYPICAL DETAILS SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 .. . . . . . . . EE.YYY TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ®® ® ® ® WSWH2 TYPICAL DETAILS SHEET NUMBER P R O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-3122 RP MC 17 JUN 25 . . . . . . . . . EE .YYYY TITLE A R C A D I A B O D Y S H O P 3 2 0 - 3 2 6 N . F I R S T A V E N U E 3 A R C A D I A , C A 9 1 0 0 6 A 1 2 33 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P TITLE SHEET E-1 W4024 12/9/24 GW 2-18-251 3-11-252 4-30-253 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . W4024 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P E-212/9/24 SCALE: 1/8"=1'-0"SCALE: 1/8"=1'-0" LIGHTING PLAN SECOND FLOOR LIGHTING PLAN FIRST FLOOR AND BODY SHOP LIGHTING PLAN LIGHT FIXTURES GF 2-18-251 3-11-252 4-30-253 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P FIRST FLOOR POWER PLAN SCALE: 1/8"=1'-0" POWER PLANS SECOND FLOOR POWER PLAN SCALE: 1/8"=1'-0" W4024 12/9/24 GW E-32-18-251 3-11-252 4-30-253 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P BODY SHOP & OFFICE E-4 W4024 12/9/24 GW BODY SHOP ROOF PLAN SCALE: 1/4"=1'-0" ROOF PLAN 4-30-253 OFFICE ROOF PLAN SCALE: 1/4"=1'-0" JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P TITLE 24-INDOOR E-5 W4024 12/9/24 GW 3-11-252 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P TITLE 24-OUTDOOR E-6 W4024 12/9/24 GW4-30-253 JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P M13/31/25 NOTES, SPECS & SCHEDULES JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P M23/31/25 NEW FIRST FLOOR PLAN SCALE: 1/4"=1'-0" FLOOR & ROOF NEW SECOND FLOOR PLAN SCALE: 1/4"=1'-0" PLANS NEW ROOF PLAN SCALE: 1/4"=1'-0" JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P M2.13/31/25 FLOOR PLAN AUTO REPAIR FLOOR PLAN SCALE: 1/4"=1'-0" JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P M33/31/25 DETAILS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P T13/31/25 T-24 ENERGY FORMS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P T23/31/25 T-24 ENERGY FORMS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P T33/31/25 T-24 ENERGY FORMS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P P13/31/25 NOTES, SPECS & SCHEDULES GENERAL NOTES CODE SECTIONS AS COND G PLUMBING LEGEND AND SYMBOLS ID. No. EQUIPMENT ID. No. SHEET No. FIXTURE DETAIL No. SYMBOL ABBREVIATION DESCRIPTION FIELD CONDITIONS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P P23/31/25 NEW FIRST FLOOR PLAN SCALE: 1/4"=1'-0" FLOOR & ROOF NEW SECOND FLOOR PLAN SCALE: 1/4"=1'-0" PLANS JO N A T H A N S . M A T S O N , A . I . A . 13 2 7 1 S o u t h S t r e e t Ce r r i t o s , C a l i f o r n i a 9 0 7 0 3 (5 6 2 ) 4 0 2 - 9 1 0 0 F a x ( 5 6 2 ) 4 0 2 - 6 5 7 0 E - m a i l : i n f o r m a t i o n @ m a t s o n a r c h . c o m MA T S O N A R C H I T E C T S I N C . 24971 32 0 - 3 2 6 N . F I R S T A V E . AR C A D I A , C A . 9 1 0 0 6 AR C A D I A B O D Y S H O P P33/31/25 NEW FIRST FLOOR PLAN SCALE: 1/8"=1'-0" FLOOR PLAN & DETAILS NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 ’ “ ” NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NO PARKING NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NO PARKING NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NO PARKING NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NO PARKING NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NO PARKING NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 NA CIVIL, INC. CIVIL ENGINEERING • SURVEYING 22672 LAMBERT STREET, SUITE 606 LAKE FOREST, CA 92630 949.753.0600 LI M I T O F W O R K LIMIT OF WORK LIMIT OF WORK LI M I T O F W O R K NEW REPAIR SHOP OFFICE LI M I T O F W O R K LA PORTE ST. N. 1 s t A V E . LANDSCAPE COVER SHEET NN APPLICANT APPLICANT I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION OF THE MWELO. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS OR THE LICENSED LANDSCAPE CONTRACTOR THAT THE LANDSCAPE PROJECT HAS BEEN INSTALLED PER THE APPROVED LANDSCAPE DOCUMENTATION PACKAGE. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASH BASINS TO BE USED FOR A FUTURE GRAY WATER IRRIGATION SYSTEM. AUTOMATIC LANDSCAPE IRRIGATION SHALL BE INSTALLED IN SUCH A WAY THAT IT DOES NOT SPRAY ON THE BUILDING. Appendix B: Certification of Landscape Design CERTIFICATION OF LANDSCAPE DESIGN I hereby certify that: (1)I am a professional appropriately licensed in the state of California to provide professional landscape design services. (2)The landscape design and water use calculations for the property located at _____________________________________________________ were prepared by me or under my supervision. (3)The landscape design and water use calculations for the identified property comply with the requirements of the city landscape water efficiency ordinance and the guidelines for implementation of the city landscape water efficiency ordinance. (4)The information i have provided in this certificate of landscape design is true and correct and is hereby submitted in compliance with the guidelines for implementation of the city landscape water efficiency ordinance. Steven Lang_____ __________________________ Print name Date _______________________1771 Signature License Number 305 N. Harbor Boulevard, Suite 222, Fullerton, California 92832 Address 714-871-3638 stevel@migcom.com Telephone Number Email Address Landscape Design Professional's Stamp (if applicable) 2/15/25 WATER COMPANY: CITY OF ARCADIA WATER SERVICES TIFFANY LEE PHONE # (626) 254-2700 WATER TYPE: POTABLE STATIC WATER PRESSURE: 45 LANDSCAPE AREA: 335 MonthlyBimonthlyWeekly AnnuallyBiannuallyQuarterly MAINTENANCE SCHEDULE Check irrigation coverage and adjust heads. Weed and cultivate shrub and ground cover areas. Check for and remove dead seed pods, flowers, branches and plants. Check for and repair vandalism damage. Check for snails, rodents, insects, fungus, diseases, and other pests & apply remedy. Sprinklers visually check for any broken misaligned or clogged heads. Heads with incorrect arc, inadequate coverage or overspray and low head drainage. Repair as needed. Submit to owner a record of extra work, and chemicals used. Trim hedges and topiary shrubs.Fertilize seasonal color and bedding plants. Check water basins around trees and shrubs and replace.Edge ground cover and lawns. Irrigation Schedule- verify ET controller if functioning properly and adjusting schedule for seasonal variations and other conditions which may affect the amount of water needed to maintain plant health, adjust as necessary. Check mulch coverage and replace. Conduct general inspection with owner. Prune and trim shrubs and fast growing evergreen trees. Inspect trees for girdling by stake ties or guys and replace. Mow Fast - Growing Ground Covers Fertilize trees, shrubs, and ground cover. Mow ground covers. Prune and trim slow- growing and deciduous trees. ADD TO IRRIGATION CONTROLLER CABINET Controller Cabinet- Open Cabinet And Clean Out Debris And Replace Battery As Necessary. Check Wiring And Repair As Needed And Check Clock And Reset If Necessary. Poc- Visually Inspect Components For Leaks, Pressure Settings, Settlement Or Other Damage Affecting The Operation of A Component Repair As Needed. Remote control valves, isolation valves and quick coupler valves visually inspect for leaks, settlement, wire connections and pressure settings. Repair or adjust as needed. Mainline and laterals visually inspect for leaks or settlement of trench. Filters and strainers visually check for leaks, broken fitting clean and flush screens. Verify ET irrigation controller is functioning properly. LCS 1 LANDSCAPE CONSTRUCTION DOCUMENTS for: LCS 1 LANDSCAPE COVER SHEET LDP 1 LANDSCAPE DOCUMENTATION PACKAGE LIP 1 LANDSCAPE IRRIGATION PLAN LPP 1-2 LANDSCAPE PLANTING PLAN LID 1 LANDSCAPE IRRIGATION DETAILS LIS 1-2 LANDSCAPE IRRIGATION SPECIFICATIONS LPS 1-3 LANDSCAPE PLANTING SPECIFICATIONS SHEET INDEX ARCADIA AUTO BODY SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 320-326 N.1st AVE., ARCADIA , CA 91006 LANDSCAPE DOCUMENT PACKAGE GUIDELINES NN LDP 1SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 STEVEN LANG LANDSCAPE ARCHITECT MIG, INC 109 W. UNION FULLERTON CA 92869 migcom.com stevenl@migcom.com 714-871-3638 1771 X (626) 254-2700 JONATHAN MATSON (562) 402-9100 ARCHITECT jmatson@matsonarch.com MATSON ARCHITECTS, INC.13271 SOUTH STREET CERRITOS CA 90703 GERRY ENDERS (714) 931-4503 320 N. FIRST AVENUE autosquare@aol.com ARCADIA CA 91006 Worst Case Pressure Calculations POC Static Pressure Available = 45 PSI @ POC Tiffany Lee, City of Arcadia Water Services Maximum System Flow @ Station 1 = 1.56 GPM .001 .003 1-1/4" Meter 20' of 1" Mainline 2.00xxx of Lateral Line 3.103/4 Control Valve .51 35.00 TOTAL PSI PSI Required @ Head 10% FITTING: 40.60REQUIRED @ POC: 5.10TOTAL PSI LOSS: 1.56 GPM @ Station 1 MODEL #DESCRIPTIONSYMBOLMANUF. IRRIGATION LEGEND 3/4" 1 335 SF 1.56 @ P O C Ma x i m u m f l o w o f 1 . 5 6 @ s t a t i o n # 1 Ti e i n t o w a t e r l i n e d o w n s t r e a m f r o m w a t e r me t e r . V e r i f y P . O . C . l o c a t i o n , s t a t i c P S I , m a i n li n e a n d m e t e r s i z e s i n t h e f i e l d . Irritrol Wireless Weather sensing system. Install Unobstructed, 2' Below Top of Roof on Outside Wall Climate Logic CL-100- Wireless IRRIGATION NOTES: CONTRACTOR MUST PROVIDE ALL COMPONENTS, PROGRAMMING AND DATA INPUT FOR IMMEDIATE ET BASED SCHEDULING BY THE IRRIGATION CONTROLLER. PROVIDE MANUFACTURER DOCUMENTATION / CERTIFICATION THAT THIS HAS BEEN COMPLETED. AFTER THIS IS DONE TEMPORARY MANUAL PROGRAMMING IS ALLOWED FOR A MAXIMUM 3 MONTH ESTABLISHMENT PERIOD. TH I S P L A N I S D I A G R A M M A T I C . T H E A C T U A L L O C A T I O N O F I R R I G A T I O N E Q U I P M E N T IN C L U D I N G B U T N O T L I M I T E D T O V A L V E S , M A I N L I N E S , L A T E R A L L I N E S , S H A L L B E LO C A T E D I N P L A N T I N G A R E A S W H E N E V E R P O S S I B L E A N D W I T H I N T H E P R O P E R T Y L I M I T S . CO N T R A C T O R T O R E V I S E E X I S T I N G I R R I G A T I O N A F F E C T E D B Y N E W W O R K , A S N E E D E D , T O CO N T I N U E T O P R O V I D E W A T E R T O E X I S T I N G L A N D S C A P E . A D D L A T E R A L L I N E S , S P R A Y HE A D S O R O T H E R I R R I G A T I O N E Q U I P M E N T A N D C A P E X I S T I N G L I N E S , A S N E E D E D F O R P R O P E R FU N C T I O N O F E X I S T I N G S Y S T E M A N D D I S T R I B U T I O N O F W A T E R T O E X I S T I N G L A N D S C A P E . This plan is diagrammatic. Piping and valves shown in paved areas are to be installed in planted areas whenever possible. Verify power and water sources with general contractor and in the field. Contractor to Coordinate with electrician for 120 VAC electrical power sources to controller locations by others. Do not install the irrigation system as shown when it is obvious that unforeseen obstructions, grade differences, or differences in area dimensions would require a change in the system's design. Notify the owner immediately upon discovery of such discrepancies. Coordinate pipe and wire sleeve installation with paving contractor. Adjust irrigation heads to provide optimal coverage and reduce overspray onto walls, paving, and fences. Wrap Sewer lines with Bio Barrier Fabric @ joints (5' to either side) within Landscape Areas Recommended NO SUBSTITUTIONS IRRIGATION SCHEDULING For the efficient use of water, all irrigation schedules shall be developed, managed, and evaluated to utilize the minimum amount of water required to maintain plant health. Irrigation schedules shall meet the following criteria: (1) Irrigation scheduling shall be regulated by automatic irrigation controllers. (2) Overhead irrigation, if applicable shall be scheduled between 8:00 p.m. and 10:00 a.m. unless weather conditions prevent it. If allowable hours of irrigation differ from the local water purveyor, the stricter of the two shall apply. Operation of the irrigation system outside the normal watering window is allowed for auditing and system maintenance. (3) For implementation of the irrigation schedule, particular attention must be paid to irrigation run times, emission device, flow rate, and current reference evapotranspiration, so that applied water meets the Estimated Total Water Use. Total annual applied water shall be less than or equal to Maximum Applied Water Allowance (MAWA). Actual irrigation schedules shall be regulated by automatic irrigation controllers using current reference evapotranspiration data (e.g., CIMIS) or soil moisture sensor data. (4) Parameters used to set the automatic controller shall be developed and submitted for each of the following: (A) the plant establishment period; (B) the established landscape; and (C) temporarily irrigated areas. (5) Each irrigation schedule shall consider for each station all of the following that apply: (A) irrigation interval (days between irrigation); (B) irrigation run times (hours or minutes per irrigation event to avoid runoff); (C) number of cycle starts required for each irrigation event to avoid runoff; (D) amount of applied water scheduled to be applied on a monthly basis; (E) application rate setting; (F) root depth setting; (G) plant type setting; (H) soil type; (I) slope factor setting; (J) shade factor setting; and (K) irrigation uniformity or efficiency setting. IrritrolC 6" Station wall mounted automatic ET controller. Mount on wall where shown or as directed by owner. Coordinate with electrician to provide 120VAC power to controller. RD600-EXT-R NO SUBSTITUTIONS Schedule 40 Purple PVC Pipe Mainline up to 1-1/2" and Class 315 for 2" and larger- Size Noted IRRIGATION PIPE & VALVE LEGEND Saw cut paving to install new lateral or main lines. (Only if needed) Patch to match existing. 0 to 12 GPM= 1" PVC 12 to 22 GPM= 1 1/4" PVC 22 to 30 GPM= 1 1/2" PVC Schedule 40 Purple PVC Pipe for Lateral lines- To be 1" & Larger "OR" Drip irrigation supply header to be 3/4" or larger, where occurs ( 0 to 8 GPM= 3/4" PVC) -- Schedule 40 PVC Pipe Sleeve - Size shall be two sizes larger than pipe servicing T-113 (Brass ONLY) 1-1/4" Water Meter Nibco Line-sized Gate Valve Station Number Drip Control Valve Information Gallons per Minute Valve Type (HV= high volume 4.45-17.60 GPM) (LV= low volume .25-4.40 GPM) Landscape Area MANUF.SYMBOL DESCRIPTIONMODEL # DRIP IRRIGATION Plant Type SVG= Shrub, Vine, or Groundcover T= Tree Plastic Anti-siphon Electric Remote Control Valve- Sized Noted ASVF Series ≤17 gpm = 3/4" Filter 17≤22 gpm = 1" Filter 22≤35 gpm = 1-1/2" Filter Disc FilterNetafim PRV SeriesNetafim Rainbird Techline RWP Dripline Area Perimeter. Zone to include: Drip Lines, Flush Valves, Air Relief Valves, and all other pertinent equipment for proper operation. See details on sheet (LID1) Drip line to be: 12" emitter spacing and 18" row spacing (24" Max), unless shown different on plans. (By Netafim USA, to be buried 4"min - 6"max, dripper flow rate= 0.6, inlet pressure= 35 psi) NOTE: DRIP LINE SPACING SHALL NOT EXCEED 24" MAX OR AS SHOWN ON PLAN. FEWER LINES DUE TO LARGER SPACING WILL NOT BE APPROVED AND ADDITIONAL LINES WILL BE REQUIRED AT CONTRACTORS EXPENSE. Valve Reference Dripline Perimeter # Inline Pressure Regulator- 3/4" Low Flow PRV075LF Flow range (0.25-3 GPM). 3/4" High Flow PRV075HF Flow range (4-17 GPM). 1-1/2" High Flow PRV150 Flow range (18-35 GPM). LI M I T O F W O R K EXISTING TO REMAIN NOT A PART N. 1 s t A V E . EXISTING TO REMAIN NOT A PART LA PORTE ST. 1"=10'-0" LIP 1 LANDSCAPE IRRIGATION PLAN SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 NEW REPAIR SHOP OFFICE LI M I T O F W O R K ROLLING GATE LA PORTE ST. N. 1 s t A V E . EXISTING TO REMAIN NOT A PART EXISTING TO REMAIN NOT A PART WATER USESIZEQUANTITYCOMMON NAMESYMBOLBOTANICAL NAME TREE LEGEND: EXISTING TO REMAIN - PROTECT IN PLACE WATER USECOMMON NAMESYMBOLBOTANICAL NAME PLANT LEGEND: EXISTING TO REMAIN LOW LOW LITTLE JOHN BOTTLEBRUSH CALLISTEMON 'LITTLE JOHN' LANTANA 'WHITE LIGHTNIN' WHITE LIGHTNIN TRAILING LANTANA PLATANUS RACEMOSA CAREX TUMULICOLA LOWFOOTHILL SEDGE JUNCUS PATENS LOWGREY RUSH 2 MODSYCAMORE PYRUS CALLERYANA 1 MODORNAMENTAL PEAR NOTE : ALL EXISTING LANDSCAPE SHOULD BE PROTECTED IN PLACE . CONTRACTOR TO REPLACE ALL DAMAGED PLANTS WITH SAME SPECIES AND SIZE. WATER USESIZEQUANTITYCOMMON NAMESYMBOLBOTANICAL NAME PLANT LEGEND: PROPOSED LOW5 GAL 15 LOW1 GAL @ 18" OC LITTLE JOHN BOTTLEBRUSH CALLISTEMON 'LITTLE JOHN' LANTANA WHITE LIGHTNIN WHITE LIGHTNIN TRAILING LANTANA 3" TO 6" ROUND RIVER COBBLE TO MATCH EXISTING IN PARKWAY PLANTER, OVER FILTER FABRIC WITH 10" STAPLES STAGGERED AT 24" OC AND AT CORNERS. LOW5 GAL 8COOLVISTA FLAX LILY DIANELLA 'COOLVISTA' JUNCUS PATENS LOWGREY RUSH 5 GAL 4 EXISTING TO REMAIN EXISTING TO REMAIN DECORATIVE COBBLES CAREX TUMULICOLA LOWFOOTHILL SEDGE 5 GAL 10 D - - - 48" 48" 48" 48" 48" - 60" 60" 72" 72" 60" CBA 4" 4" 6" 6" 8" 12" 16" 18" 6" 12" 12" 6" 18" 32" 27" 22" 18" 24" 26" 36" 2 Gallon 5 Gallon 15 Gallon 7 Gallon 42" 66" 54" 48" 30" Box 24" Box 36" Box 18" Box 7"4"12"1 Gallon 12" 12" 12" 12" 12" 32" 36" 42" 42" 36" 78" 90" 108" 120" 102" 42" Box 48" Box 60" Box 72" Box 54" Box PLANTING PIT LEGENDA TYPICAL SHRUB PLANTINGB A, B, C and D refer to Details "B" and"G" below. Container Size ROOTBALL PLANTING PIT B C A A BACKFILL AREA ROOTBALL CROWN SHALL BE 2" ABOVE BACKFILL SETTLEMENT FG MOUNDED BASIN SHALL BE 12" ABOVE ROOTBALL CROWN 1" MIN. LAYER OF SHREDDED NITROGENIZED FIR SHAVINGS ROOTBALL PLANTING PIT B C A A ROOTBALL SIZE 1 GALLON 5 GALLON 15 GALLON A 12" 24" 36" B 7" 12" 18" C 4" 4" 6" ALL SHRUB SPACING SHALL BE TRIANGULAR OR AS SPECIFIED ON PLANS EQ U A L EQ U A L EQUAL ROOTBALL CROWN SHALL BE 2" ABOVE BACKFILL MIXED WITH FERTILIZER (SEE PLANTING SPECIFICATIONS) SEE PLAN FOR SPACING CONTAINER BACKFILL AREA BACKFILL SETTLEMENT TRIANGULAR SPACING SHALL BE APPLIED TO ALL GROUND COVER PLANTING (TYP) ROOTBALL SHALL SIT DIRECTLY UPON UNDISTURBED SOIL PEDESTAL EDGE OF PAVEMENT WHERE APPLICABLE ROOTBALL CROWN SHALL BE 2" ABOVE BACKFILL SETTLEMENT BACKFILL MIXED WITH FERTILIZER (SEE PLANTING SPECIFICATIONS) ROOTBALL SHALL SIT DIRECTLY UPON UNDISTURBED SOIL PEDESTAL FULL, ON CENTER SPACING OF PLANT MATERIAL OR 24" WHICHEVER IS GREATER 1"=10'-0" LPP 1 LANDSCAPE PLANTING PLAN SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 N/A LPP 2 TREE PRESERVATION NOTES SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 E F 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: LOW FLOW ANTI-SIPHON VALVE: PRESSURE REGULATOR: UV RADIATION RESISTANT PVC SCH 40 PIPE (1 OF 2) 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: LOW FLOW ANTI-SIPHON VALVE: PRESSURE REGULATING FILTER: UV RADIATION RESISTANT PVC SCH 40 PIPE (1 OF 2) VANDAL PROOF LOCKING ENCLOSURE- INSTALL PER MANUF. SPEC. ANTI-SIPHON ELECTRIC REMOTE CONTROL VALVE 6-IN MIN. 1 9 7 4 2 1 3 2 3 4 10 11 8 9 5 6 5 ID TAG PVC SCH 80 UNION PVC SCH 40 MALE ADAPTER FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL (1 OF 2) PVC LATERAL PIPE (1 OF 2) 8 6 7 10 11 6-IN MIN. 1 9 7 4 2 1 3 2 3 4 10 11 8 9 5 6 5 ID TAG PVC SCH 80 UNION PVC SCH 40 MALE ADAPTER FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL (1 OF 2) PVC LATERAL PIPE (1 OF 2) 8 6 7 10 11 LOW FLOW ATMOSPHERIC VACUUM BREAKER IN S T A L L M I N 6 " AB O V E H I G H E S T PO I N T O F DI S C H A R G E IN S T A L L M I N 6 " A B O V E HI G H E S T P O I N T O F D I S C H A R G E 1.All plastic piping to be snaked in trenches. 2.Bundle & tape wiring at 10' intervals 3.Tie a loose 20" loop in wiring at change of direction greater than 30°. Untie all loops after all connections have been made. 4.See irrigation specifications for backfill and compaction requirements. CLEAN BACKFILL CONTROL WIRE-SLEEVE REQUIRED UNDER PAVEMENT ONLY (SEE IRRIGATION PLANS) NO T E A : IN S T A L L V A L V E B O X S O T H A T T H E T O P O F C O V E R I S 3 " AB O V E FI N I S H G R A D E I N G R O U N D C O V E R / S H R U B AR E A , 1 " I N T U R F A R E A . MULCH AS SPECIFIEDFINISHED GRADE DRIP TUBE LINE DRIP LINE COUPLING 10" ROUND PURPLE VALVE BOX LID MANIFOLD TO ELL CONNECTION PVC SUPPLY MANIFOLD AIR / VACUUM RELIEF VALVE- (LOCATE @ HIGHEST ELEVATION WITHIN SYSTEM) MANIFOLD TO ELL CONNECTION PVC HEADER- SIZE PER LATERAL LINE CHART IN IRRIGATION PIPE AND VALVE LEGEND ON IRRIGATION PLAN. MANUAL FLUSH VALVE- PLUMBED TO PVC OR POLY DRIP LINE TUBING WITH STAGGERED EMITTERS- ROW SPACING AS SPECIFIED ON PLANS (24" MAX) DRIP SYSTEM AREA PERIMETER (SEE PLAN) PVC HEADER DRIP LINE TUBING WITH STAGGERED EMITTERS- ROW SPACING AS SPECIFIED ON PLANS (24" MAX) 12" Min. 2" Min. 30 " M i n . GATE VALVE UNION P.V.C. MAIN LINE FINISH GRADE NOTE: 18 " M i n . 12" Min. 2" Min. (two as required) P.V.C. MALE ADAPTER TRENCHINGA GATE VALVEDWALL-MOUNT CONTROLLER WITH ET SENSORC 6-INCH ROUND VALVE BOX: TOP OF MULCH FINISH GRADE AIR RELIEF VALVE KIT: LANDSCAPE DRIPLINE TUBING DRIP LINE ISLAND LAYOUTJ AIR RELIEF VALVE IN KITK LF AR LF LF SUPPLY HEADER DRIP TUBING ISLAND PERIMETER DRIP LINE TEE DRIP LINE ELL DRIP LINE ISLAND LAYOUT M DRIP LINE INSTALLATION DRIP EMITTER 3" MI N 4" M I N - 6 " M A X I L MANUAL LINE FLUSHING VALVE SEE SPECS PEA GRAVEL 3/4" GRAVEL 1/2" STEEL MESH 1/2" STEEL MESH 6" Min. 24 " T Y P (3 6 " T Y P . U N D E R RO A D W A Y S ) 2" Min. 12 " Mi n . SLEEVING DETAILB DRIP LINE IRREGULAR AREAS: TRIANGULAR G DRIP LINE INSTALLATION H DRIP LINE IRREGULAR LAYOUT N DRIP LINE START CONNECTION MALE ADAPTER REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR LINE FLUSHING VALVE PLUMBED TO DRIP LINE SEE DETAIL 'P' AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIP LINE AT HIGHEST POINT IN SYSTEM) SEE DETAIL 'O' BRICK SUPPORTS (THREE MIN) VALVE BOX SEE SPECS LINE FLUSHING VALVE FINISH GRADE DRIP TUBING PVC DRIP LINE LATERAL PLASTIC RECTANGULAR VALVE BOX WITH LOCKING LID BRANDED "G.V." 3/4" GRAVEL SUMP MINIMUM 10" LENGTH OF BLANK TUBING FOR LINE FLUSHING VALVE NOTES: 1- Install control wire sleeve adjacent to the pressure supply line, size per specs. 2- All sleeves to be sch. 40 pvc and to be 2x the diameter of the line to be sleeved. 3- Sleeves shall be extended beyond hardscape to points as requested by inspector 4- If sleeves are to be used at a later date, contractor shall tape ends and provide a vertical mark at ends of sleeving at ground level. 5- Sleeves under roadways shall be identified with marking tape installed 12" from the surface identifying type of line with APWA standard "Caution water line buried below" in blue or "Caution recycled water line buried below" in purple. PRESSURE SUPPLY LINE W/ SLEEVE NOTE : THE TOTAL LENGTH OF INTERCONNECTED DRIP LINE SHALL NOT EXCEEDED THE MAXIMUM LENGTH RECOMMENDED BY MANUFACTURER. SIZE PVC HEADER PER LATERAL LINE CHART IN IRRIGATION PIPE AND VALVE LEGEND ON IRRIGATION PLAN. RE M O T E C O N T R O L V A L V E WI T H D I S C F I L T E R A N D P R V MANUAL FLUSH VALVE- LOCATE @ END OF ANY DRIP LINE RUN MANIFOLD TO TEE CONNECTION MANIFOLD TO ELL CONNECTION CENTER FEED SYSTEM WHERE POSSIBLE DRIP LINE TUBING WITH STAGGERED EMITTERS- ROW SPACING AS SPECIFIED ON PLANS (24" MAX) AIR / VACUUM RELIEF VALVE- (LOCATE @ HIGHEST ELEVATION WITHIN SYSTEM) NOTE : ·THE TOTAL LENGTH OF INTERCONNECTED DRIP LINE SHALL NOT EXCEEDED THE MAXIMUM LENGTH RECOMMENDED BY MANUFACTURER. ·SIZE PVC HEADER PER LATERAL LINE CHART IN IRRIGATION PIPE AND VALVE LEGEND ON IRRIGATION PLAN. MANIFOLD TO ELL CONNECTION PVC LATERAL FROM DRIP ZONE KIT MANIFOLD TO ELL CONNECTION AIR / VACUUM RELIEF VALVE (LOCATE @HIGHEST ELEVATION WITHIN SYSTEM) MANUAL FLUSH VALVE- LOCATE @ END OF ANY DRIP LINE RUN 1/2" STEEL MESH DRIP SYSTEM AREA PERIMETER (SEE PLAN) DRIP SYSTEM AREA PERIMETER (SEE PLAN) 4" Min. 2" Min. 8" Min. 8" 8"8" 8" TYP 12 " 8" 8" 8" See Note A Detail N See Note A Detail N See Note A Detail N PLACE DISTRICT PROVIDED RECLAIMED WATER WARNING LABEL CONTROLLER-SEE MANUF. MANUAL FOR MOUNTING INSTRUCTIONS ET SENSOR MOUNT PER PLAN NO MORE THAN 100 FT FROM ET MODULE. (WHEN SPECIFIED IN LEGEND) CONDUIT TO CONTROL VALVE LOCATIONS - USING # 14 CONTROL WIRE 120V. AC. POWER WIRE IN CONDUIT. FINISH GRADE ET MODULE NON PRESSURE LATERAL LINE W/ SLEEVE CONTROL WIRE SLEEVE SAND BACKFILL NATIVE BACKFILL (2" MINUS) HARDSCAPING OR ROADWAYS CLEAN BACKFILL SATURATE AND COMPACT TO 90% CONTROL WIRE MAINLINE ORSLEEVE NATIVE BACKFILL 2" MINUSLATERAL LINE FINISH GRADE PVC HEADER VANDAL PROOF LOCKING ENCLOSURE- INSTALL PER MANUF. SPEC. NTS LANDSCAPE IRRIGATION DETAILS LID 1SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 N/A LANDSCAPE IRRIGATION SPECIFICATIONS 4. UVR I PVC Pipe on Grade a. All pipe on grade shall be schedule 40 UVR/ PVC pipe. b. All pipe and fittings shall bear a permanent identifiable label of "Brownline UVR/ PVC. The piping and installation shall be in accordance with the requirements of the latest edition of the International Association of Plumbing and Mechanical Officials (IAPMO) Standard 1S-8. c. All lateral piping shall be installed on the surface and anchored at 10' O.C. by a #3 rebar with a "J" hooked radius driven 24" into solid ground. d. Horizontal piping stakes shall be within 12" of the sprinkler riser. e. Each pipe riser serving a sprinkler head shall be anchored by a riser stabilizer assembly constructed of a #4 rebar driven 24" into solid ground and fastened to the riser by two (2) galvanized or stainless steel bands. f. All risers and fittings used on UVR IPVC pipe shall be IFS schedule 40 or 80 as manufactured by " Brownline Pipe C.o.". 5. Brass Pipe and Fittings a. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351. b. Fittings shall be red brass conforming to Federal Specification #WW-P-460. 6. Gate Valves a. Gate valves 3" and smaller shall be 125 lb. SWP bronze gate valve with screw-in bonnet, non-rising stem and solid wedge disc. b. Gate valves 3" smaller shall be threaded ends and shall be equipped with a bronze handwheel. c. Gate valve 3" and smaller shall be similar to those manufactures by Nibco or approved equal. d. All gate valves shall be installed per installation detail. 7. Quick Coupling Valves a. Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 P.S.I. 8. Backflow Prevention Units a. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with irrigation constructions details, and local prevailing codes. b. Wye Strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh model screen and shall be Watts #777 or approved equal. 9. Check Valves Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valves shall be field adjustable again draw out from 5 to 40 feet of head. The anti-drain valve shall be similar to the Valcon ADV or approved equal. 10. Control Wiring a. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire from each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14. b. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. c. Where more than one (1) wire is placed in a trench, wiring shall be taped together at intervals of ten (10) feet. d. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. e. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rainbird snap-rite connector, or approved equal. Use one splice per connector sealing pack. D. PRODUCT DELIVERY, STORAGE AND HANDLING Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading unloading, and storing PVC pipe and fittings. Do not subject PVC pipe to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping. E. GUARANTEE The guarantee for the sprinkler irrigation shall be made in accordance with the form shown below. A copy of the guarantee form shall be included in the operations and maintenance manual. The guarantee form shall be re-typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefor upon demand. PROJECT:__________________________________ LOCATION:________________________________ SIGNED:___________________________________ Contractor __________________________________ ADDRESS:__________________________________ PHONE:____________________________________ DATE OF ACCEPTANCE:_____________________ II PRODUCTS A. MATERIALS 1. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. 2. PVC Pressure Main Line Pipe and Fittings a. Pressure main line piping for all sizes shall be PVC Class 315 for 2" and larger, schedule 40 for 1-1/2" and smaller. b. Pipe shall be made from NSF approved type 1, Grade 1 PVC compound conforming to ASTM resin specification 1785. All pipe shall meet requirements as set forth in Federal Specifications PS-21-70. (Solvent-weld pipe). c. PVC solvent-weld fittings shall be Schedule 40, 1-2, II-I NSF approved conforming to ASTM test procedure D2466. d. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. e. All PVC pipe shall bear the following markings: (1) Manufacturer's name. (2) Nominal pipe size. (3) Schedule or Class. (4) Pressure rating in PSI. (5) NSF (National Sanitation Foundation) approval. f. All fittings shall bear the manufacturer's name or trademark material designation, size, applicable I.P.S. schedule and NSF seal of approval. 3. PVC Non-Pressure Lateral Line Piping a. Non-pressure buried lateral line piping shall be PVC schedule 40 with solvent weld joints. b. Pipe shall be made from NSF approved, Type 1 Grade II PVC compound conforming to ASTM resin specification D1784. All pipe shall meet requirements set forth in Federal Specification PS-22-70, with an appropriate standard dimension ratio. c. Except as noted in section II-A2, a & b, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section II-A-2 of these specifications. c. On the Record Drawings/ As-Builts the contractor shall dimension from two permanent points of reference points of reference, building corners, sidewalk, or road intersections; etc., the locations of the following items: (1) Connection to existing water lines. (2) Connection to existing electrical power. (3) Gate valves. (4) Routing of sprinkler pressure lines (dimension max. 100' along routing) (5) Sprinkler control valves. (6) Routing of control wiring. (7) Quick coupling valves. (8) Other related equipment as directed by the Architect. d. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed Record Drawings/ As-Builts to the Owner. Delivery of theses drawings will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. 3. Controller Charts a. Record drawings shall be approved by the Architect before controller charts are prepared. b. Provide one controller chart for each controller supplied. c. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. d. The chart is to be a reduced drawing of the actual As-Built system. However, in the event the controller sequence is not legible when the drawing is reduced, the information shall be enlarged to a size that will be readable when reduced. e. The circuits shown on the chart shall be color-coded and a different color shall be used to indicate the area of coverage for each controller station. f. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10 mils thick. g. These charts shall be completed and approved prior to final inspection of the irrigation system. 4. Operating and Maintenance Manuals Prepare and deliver operation and maintenance manuals as specified in Division 1 and as follows: a. Catalog and parts sheets on every material and all equipment installed under this Contract. b. Guarantee statement. c. Complete operating and maintenance instructions on all major equipment. d. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect at the conclusion of the project that this service has been rendered. 5. Equipment to be Furnished Supply as a part of this Contract the following tools: a. Two sets of any special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two five-foot valve keys for operation of gate valves. c. Two keys for each automatic controller. d. One quick coupler key and matching hose swivels per four quick coupling valves installed. e. Two sets of operation manuals for automatic controllers and valves. f. Any other equipment deemed necessary by the Manufacturer's instructions to the proper operation of the irrigation system. The above-mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that Owner has received material must be shown to the Architect. IRRIGATION SYSTEM SPECIFICATIONS Note: The general and specific conditions of these specifications are an integral part of the landscape construction documents and must be complied with. 1. GENERAL A. SCOPE OF WORK Provide all labor, materials, equipment, and services necessary to furnish and install Irrigation System as shown on the drawings and described herein. B. QUALITY ASSURANCE AND REQUIREMENTS 1. Permits and Fees The Contractor shall obtain and pay for any and all permits and all inspections as required. 2. Manufacturer's Directions Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of materials and articles used in this contract furnish directions covering points not shown in the drawings and specifications. 3. Ordinances and Regulations All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the conditions of these specifications and drawings shall take precedence. 4. Explanation of Drawings Contractor is responsible for all offsets, fittings, sleeves, fixtures, and appurtenant devices etc., which may be required for proper operation and construction of the system. Contractor will carefully investigate the structural and finished conditions affecting all of the work and plan the work accordingly, furnishing such fittings; etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, other utilities planting, and architectural features. The contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary at no additional cost to the Owner. C. SUBMITTALS 1. Material List Furnish the articles, equipment, materials or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Architect. Substitute equipment or materials installed or furnished without prior approval of the architect may be rejected and the Contractor required to remove such materials from the site and replace them with approved materials at his own expense. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. 2. Record Drawings a. The contractor shall prepare Record Drawings or As-Built plans showing the final construction field condition of the irrigation system. b. The Record Drawings/ As-Built plans shall be accurate, legible, and to a measurable scale, i.e.; 1"=20', 1/8" =1'-0" or other standard scale. These drawings are to be prepared on mylar or other reproductive material LIS 1SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 N/A LANDSCAPE IRRIGATION SPECIFICATIONS N/A G. CLEAN-UP Clean-Up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained to the site or the work of others shall be repaired to its original condition. H. FINAL OBSERVATION PRIOR TO ACCEPTANCE 1. The Contractor shall operate each system in its entirety for the Architect at time of final observation. Any items deemed not acceptable by the Observer shall be reworked to the complete satisfaction of the Architect. 2. The Contractor shall show evidence to the Architect that the Owner has received all accessories, charts, record drawings, and equipment as required before final observation can occur. I. OBSERVATION SCHEDULE 1. Contractor shall be responsible for notifying the Architect in Advance for the following observations according to the time indicated: a. Pre-Job Conference - 7 days b. Pressure supply line installation and testing - 4 days c. Automatic Controller installation - 4 days d. Control wire installation - 4 days e. Lateral line and sprinkler installation - 4 days f. Coverage test - 4 days g. Final observation - 7 days 2. When inspections have been conducted by other than the Architect, show evidence of when and by whom these inspections were made. 3. No observation shall commence without As-Built drawings. In the event the Contractor calls for an observation without As-Built drawings, without completing previously noted corrections, or without preparing the system for observations, he shall be responsible for reimbursing the Architect at the hourly rate in effect at the time the observation, portal to portal plus transportation cost. Subsequent inspections will not be performed until this charge is paid. 8. Flushing of System a. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed and prior to installation of sprinkler heads the control valves shall be opened and a full head of water used to flush out the system. b. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Architect 9. Sprinkler Heads a. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. b. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. D. TEMPORARY REPAIRS a. The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the builder-Developer shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. E. FIELD QUALITY CONTROL 1. Adjustment of the System a. The Contractor shall flush and adjust heads for optimum performance and to prevent over spray onto walks, roadways, walls fences, windows, and buildings as much as possible. b. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees as required. c. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten days after notification by Owner. d. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans. 2. Testing of Irrigation System a. The Contractor shall request the presence of the Architect in writing at least 48 hours in advance of testing. b. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. NOTE: Testing of pressure main lines shall occur prior to installation of electric control valves. c. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proved watertight prior to paving. d. Sustain pressure in mainlines for not less than 4 hours. If leaks develop, replace joints and repeat test until entire system is proven water-tight. e. All hydrostatic tests shall be made only in the presence of the Architect and City Landscape Inspector or other duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, tested and approved in writing and shall be re-tested after backfill operations are complete. f. Furnished necessary force pump and all other test equipment. g. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Architect to determine if the water coverage for planting areas is complete and adequate. furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate without bringing this to the attention of the Architect. This test shall be accomplished before any groundcover is planted. h. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. F. MAINTENANCE 1. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting. 2. The Architect reserves the right to waive or shorten the operation period. 2. Backfilling a. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated material approved by the Soils Engineer for backfilling consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be compacted in landscape areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. b. No foreign matter larger than one-half (1/2) inch in size will be permitted in the initial backfill. c. Flooding of trenches will be permitted only with the approval of the Soils Engineer and Architect. d. If settlement occurs and subsequent adjustments in pipe, valves sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments without cost to the Owner. 3. Trenching and Backfill Under Paving a. Trenches located under areas of paving, asphaltic concrete shall be backfilled with sand ( a layer six inches below the pipe and three inches above the pipe) and compacted in layers to 90% left flush with the adjoining grade. The sprinkler irrigation Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. b. Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but where any cutting or breaking of sidewalks and or concrete is necessary, it shall be done and replaced by the Contractor as part of the Contract cost. Permission to cut or break sidewalks and or concrete shall be obtained from the Property Owner. c. Provide for a minimum cover of twenty-four inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed under asphaltic concrete paving. 4. Assemblies a. Routing of sprinkler irrigation lines as indicate on the drawing is diagrammatic. Install lines and various assemblies to confirm with the details shown on drawings. b. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. c. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, perform, such work in accordance with best standard practice with prior approval of Architect. d. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent-welding methods shall be as recommended by the pipe and fittings manufacture. e. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required use threaded PVC adapters into which the pipe may be welded. 5. Line Clearance a. All lines shall have a minimum clearance of six inches from each other. Parallel lines shall not be installed directly over one another. No other trades are allowed in same trench with irrigation pipe 6. Automatic Controller a. Install controller in a vandal-proof enclosure. b. Install as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequences shown on the drawing. c. Automatic controllers shall be of size and type shown on the plans. d. Final location of automatic controllers shall be approved by the Owner's authorized representative. e. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The final electrical hook-up shall be the responsibility of the irrigation contractor. f. Remote Control Valves Install where shown on drawings and details. When grouped together, allow at least twelve inches between valves. Install each remote control valve in a separate valve box. 11. Automatic Controllers a. Automatic controllers and climate sensors and flow sensors shall be of size and type shown on the Plans. b. Final location of automatic controllers shall be approved by the Owner's authorized representative. c. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The coordination with Electrical Contractor and final electrical hook-up shall be the responsibility of the irrigation contractor. d. The contractor is responsible for properly programming the controller in conjunction with specified sensors. Coordinate with the manufacturer for any needed assistance. 12. Electric Control Valves a. All electric control valves shall have a manual flow adjustment. b. Provide and install one control valve box for each electric control valve. 13. Control Valve Boxes a. Use 9 by 24 inch round box for all gate valves, Brooks #9 or approved equal. b. Use 9-1/2 by 16 by 1 I-inch rectangular box for all electrical control valves, Carson Industries 1419-12B or approved equal. 14. Sprinkler Heads a. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and/or specified on these special provisions. b. Spray heads shall have a screw adjustment. c. Riser units shall be fabricated in accordance with the details. d. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler head. III. EXECUTION A. INSPECTION 1. Site Conditions a. All scaled dimensions are approximate. The contractor shall check and verify all size dimensions and receive Architect's approval prior to proceeding with work under this Section. b. Exercise extreme care in excavating and working near utilities. Contractor shall be responsible for damages to utilities which are caused by his operation or neglect. Check existing utilities drawings for existing utility locations. c. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, or ground covers. B. PREPARATION 1. Physical Layout a. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads. b. All layout shall be approved by Architect prior to trenching. 2. Water Supply a. Sprinkler irrigation system shall be connected to water supply points of connections as indicated on the drawings. 3. Electrical Supply a. Electrical connections for automatic controller shall be made to electrical points of connections as indicated on the drawings. b. Contractor is responsible for minor changes caused by actual site conditions. C. INSTALLATION 1. Trenching a. Dig trenches straight and support pipe continuously on sand or native bedding at bottom of trench. Remove all stones or sharp objects from trench . Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. b. Provide for a minimum of eighteen (18") inches cover for all pressure supply lines. c. Provide for a minimum cover of (12") inches for all non-pressure lines. d. Provide for minimum cover of eighteen (18") inches for all control wiring. LIS 2SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 N/A LANDSCAPE PLANTING SPECIFICATIONS LANDSCAPE PLANTING SPECIFICATIONS Note: The general and specific conditions of these specifications are an integral part of the landscape construction documents and must be complied with. 1. GENERAL A. SCOPE OF WORK Furnish all labor, materials, equipment, and services necessary to provide all landscape planting as shown on the drawings and specified. B. QUALITY ASSURANCE 1. Source Quality Control a. Submit documentation that all plant material has been ordered at least five days prior to start of work under this Section. Arrange procedure for inspection of plant material with Architect at time of submission. b. Plants shall be subject to inspection and approval by Architect at its place of growth before delivery for conformity to specifications. Such approval shall not impair the right of inspection and rejection of plant material during construction of the project. The Contractor is to submit a written request for inspection of plants prior to transport of plants to the site if feasible. Photographs of representative plants of each species along with written specifications for height, spread, and trunk caliper measured @ four(4') feet above ground may be submitted to the Architect in lieu of personal inspection. c. The Landscape Architect and Owner have contractually agreed to notify the Landscape Contractor that he will be responsible for financial reimbursement to the Landscape Architect for additional and unanticipated time, materials, and other expenses required to organize, re-design, re-inspect and anything else in order to guide a sub-standard installation or one which is not within substantial conformance to the Plans and Specifications back to an acceptable installation state per the Landscape Architects and Owners approval. Said reimbursement will be in the form of a charge to the Contractor from the Owner. C. SUBMITTALS Certificate of Inspection of plant material by State or Federal Authority D. PRODUCT DELIVERY, STORAGE AND HANDLING 1. Delivery a. Deliver fertilizer to site in original, unopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark and conformance to State Law. b. Deliver plants with legible identification labels. 1. Label trees, evergreens, bundles of containers of like shrubs or groundcover plants. 2. State correct plant name and size indicated on plant list. 3. Use durable, waterproof labels with water-resistant ink which will remain legible for at least sixty (60) days. c. Protect material during delivery to prevent damage to rootball or desiccation of leaves d. The contractor shall notify the Landscape inspector four days in advance of delivery of all plant material and shall submit an itemized list of plants in each delivery. 2. Pruning At no time shall the tree or plant materials be pruned, trimmed or topped prior to delivery, and alteration of their shape shall be conducted only with the approval and possible supervision of the Landscape Architect. 3. Right of Inspection The Landscape Architect reserves the right to approve or reject any and all plant material at any phase of delivery or during construction in regards to size, variety or condition of said plant material. 4. Soils Test Two (2) copies of soil tests performed by an approved agronomic soils testing laboratory shall be submitted with plans. All soil samples shall be taken in the field by a qualified soils technician and submitted with plans to testing labs unless prior approval for alternate procedures is given by the City Engineer. Tests shall include a fertility and suitability analysis with written recommendations. Contractor shall comply with recommendations given for soil amendments, plant material selections and irrigation equipment. 5. Storage a. Store plant material in shade and protect from weather. b. Maintain and protect plant material not to be planted within four hours. 6. Handling a. Do not drop plant material b. Do not pick up container plant material by stems or trunks E. JOB CONDITIONS 1. Planting Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. 2. Scheduling Install trees, shrubs and liner stock plant material before hydraulic seeded lawn areas are installed. F. SAMPLES AND TESTS 1. The Landscape Architect reserves the right to take and analyze samples of materials for conformity to specifications at any time. Contractor shall furnish samples upon request by Landscape Architect. Rejected materials shall be immediately removed from the site and premises at Contractor's expense. Cost of testing of materials not meeting specifications shall be paid by Contractor. 2. Agricultural Suitability of the soil shall be determined by a credentialed soil science laboratory. The Laboratory shall prepare a written report on the soil testing which shall include a detailed description of test results along with recommendations for backfill and surface soil amendments. The contractor shall be responsible for the testing and for following the recommendations of the agronomic soils report. B. SPECIFIC 1. Suitable Import, Borrow Topsoil or Reclaimed soil a. General - Topsoil shall be free of roots, clods, stones larger than 1-inch in the greatest dimension, pockets of coarse sand, noxious weeds, sticks, lumber, brush and other litter. It shall not be infested with nematodes or other undesirable disease-causing organisms such as insects and plant pathogens. (1) Topsoil shall be friable and have sufficient structure in order to give good health and aeration to the soil. b.. Gradation limits - soil shall be a sandy loam, loam, or clay loam. The definition of soil texture shall be the USDA classification scheme. Gravel over ¼-inch in diameter shall be less than 20% by weight. c. Permeability Rate - Hydraulic conductivity rate shall not be less than one inch per hour nor more than 20 inches per hour when tested in accordance with the USDA Handbook Number 60, method 34b or other approved methods. d. Fertility - The range of the essential elemental concentration in soil shall be as follows: Ammonium Bicarbonate/DTPA Extraction parts per million (mg/kilogram) dry weight basis phosphorus 2 - 40 potassium 40 - 220 iron 2 - 35 manganese 0.3 - 6 zinc 0.6 - 8 copper 0.1 - 5 boron 0.2 - 1 magnesium 50 - 150 sodium 0 - 100 sulfur 25 - 500 molybdenum 0.1 - 2 Soil may need to be amended and conditioned to optimize plant growth. The above listed fertility is for soil selection. Concentration of nutrients for final acceptance Ammonium Bicarbonate/DTPA Extraction parts per million (mg/kilogram dry weight basis phosphorus 10 - 40 potassium 100 - 220 iron 24- 35 manganese 0.6 - 6 zinc 1 - 8 copper 0.3 - 5 boron 0.2 - 1 magnesium 50 - 150 sodium 0 - 100 sulfur 25 - 500 molybdenum 0.1 - 2 e. Acidity - The soil pH range measured in the saturation extract (Method 21a, USDA Handbook Number 60) shall be 6.0 - 7.9. f. Salinity - The salinity range measured in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 0.5 - 2.5 dS/m. g. Chloride - The maximum concentration of soluble chloride in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 150 mg/l (parts per million). h. Boron - The maximum concentration of soluble boron in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 1 mg/l (parts per million). i. Sodium Adsorption Ratio (SAR) - The maximum SAR shall be 3 measured per Method 20b, USDA Handbook Number 60. j. Aluminum - Available aluminum measured with the Ammonium Bicarbonate/DTPA Extraction shall be less than 3 parts per million. k. Soil Organic Matter Content - Sufficient soil organic matter shall be present to impart good physical soil properties but not be excessive to cause toxicity or cause excessive reduction in the volume of soil due to decomposition of organic matter. The desirable range is 3% to 5%. The carbon:nitrogen ratio should be about 10. A high carbon:nitrogen ratio can indicate the presence of hydrocarbons or non-humified organic matter. l. Calcium Carbonate Content - Free calcium carbonate (limestone) shall not be present for acid-loving plants. m. Heavy Metals - The maximum permissible elemental concentration in the soil shall not exceed the following concentrations: Ammonium Bicarbonate/DTPA Extraction parts per million (mg/kilogram) dry weight basis arsenic 1 cadmium 1 chromium 10 cobalt 2 lead 30 mercury 1 nickel 5 selenium 3 silver 0.5 vanadium 3 (1) If the soil pH is between 6 and 7, the maximum permissible elemental concentration shall be reduced 50%. If the soil pH is less than 6.0, the maximum permissible elemental concentration shall be reduced 75%. No more than three metals shall be present at 50% or more of the above values. (2) Phytotoxic constituent, herbicides, hydrocarbons etc. - Germination and growth of monocots and dicots shall not be restricted more than 10% compared to the reference soil. Total petroleum hydrocarbons shall not exceed 50 mg/kg dry soil measured per the modified EPA Method No. 8015. Total aromatic volatile organic hydrocarbons (benzene, toluene, xylene and ethylbenzene) shall not exceed 0.5 mg/kg dry soil measured per EPA Methods No. 8020. 2. Soil Conditioners and Fertilizers a. Soil conditioner with fertilizer included shall consist of organic materials comprised of decomposed animal and vegetable matter and composted to support bacterial cultures. Soil conditions shall be "Grow-Power Plus" or approved equal, and shall conform to the following analysis. (1) Particle Size: 63 1/2 % through 100 Screen pH: 4.5 to 4.7 (2) Organic Content: Humus--50%; Humic Acids-15 (Note: Poultry, animal or human waste is not acceptable. See the definition of Humus in Western Fertilizer Handbook, Fifth Edition.) (3) Chemical Analysis: - Ammonic Nitrogen 1.00% (derived from ammonium phosphate) - Organic Nitrogen 4.00 % (derived from compost, meat meal and urea) - Total Nitrogen 5.00% - Available phosphoric Acid 3.00% (derived from compost, meat meal and diammonium phosphate) -Soluble Potash 1.00% (derived from compost and muriate of Potash) -Iron 1.00% (derived from iron sulfate) - Zinc 0.05% (derived from zinc sulfate) - Manganese 0.05% (derived from manganese sulfate) (4) Soil Penetrant: Alkyl Naphthalene -Sodium Sulfonate 2.00% (5) Materials shall be mixed thoroughly and bagged in 50 or 80 lb. bags. b. Organic Soil Amendments shall be derived from Redwood, Fir or Cedar wood bark, granular in nature, stabilized with nitrogen and having the following properties. (1) Particle Size: minimum 955 passing 4 mesh screen (6.35 MM standard sieve); minimum 80% passing 8 mesh screen (2.33 MM standard sieve) (2) Nitrogen Content: 0.5% based on dry weight for redwood sawdust; 0.7% based on dry weight for fir sawdust; 1.0% based on dry weight for fir or pine. (3) Salinity: Saturation extract conductivity shall not exceed 3.5 millimhos/ centimeter at 25 degrees centigrade. (4) Organic Content: Minimum 90% weight c. Minerals (1) Soil Sulfur (S): as required from soil report (2) Ferrous Sulfate: as metallic 20% as required from soil report (3) Agricultural Gypsum (CaSO42HpO): as required from soil report (4) Lime (CaO): as required from soil report d. Redwood Shavings shall be leeched e. Pre-Plant Commercial Fertilizer shall be nitrogen-fortified and have uniform in composition, free- flowing suitable for application with approved equipment and delivered to the project site in unopened, original container or package, each bearing the manufacturer's statement of guaranteed analysis and shall contain the minimum available percentage by weight of plant food as specified in the approved agronomic soils report. f. Planting Tablets (1) slow-release type, containing the following percentages of nutrients by weight: 20% nitrogen; 10% phosphoric acid; 5% potash (2) 21 gram tablets as manufactured by Agriform or approved equal, applied per manufacturer's instructions (3) Subsurface Root Barrier- Root barrier incorporated into street tree planting for the purpose of long-term root control shall be prefabricated, manufactured of high impact, polyethylene as manufactured by Deep Root Corporation or approved equal 3. Agricultural suitability analysis of soil. a. Must include pH measurement in the Saturation Extract, Electrical Conductivity of the saturation extract and Sodium Adsorption Ratio of the saturation extract. The approved procedures are the following: Methods of the United States Salinity Laboratory as published in the Agricultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils". pH Method 21 Saturation Extract Method 2 Sodium Adsorption RatioMethod 20b b. The following nutrients and elements must be determined with an American Society of Agronomy or Soil Science Society of America approved extraction method. Interpretation data must be given citing concentrations which are considered to be low, medium and high: Boron, Calcium, Copper, Iron, Magnesium, Manganese, Molybdenum, Phosphorus, Potassium, Sodium, Sulfur, and Zinc (1) The approved methods are those cited by the Council on Soil Testing and Plant Analysis and those methods currently published by Soil Science Society of America manuals, Communications in Soil Science and Plant Analysis, Soil Science and Soil Science Society of America Journal. Approved methods for phosphorus are Bray Pl, Bray P2, Olsen P, DTPA, ammonium acetate, and ammonium bicarbonate-DTPA. Approved methods for boron are hot water extract and ammonium bicarbonate-DTPA extract. c. The saturation extract must be analyzed for calcium, magnesium, sodium, boron, chloride, phosphorus, nitrate and sulfate. d. The following trace metals must be measured by the DTPA extract: aluminum, arsenic, cadmium, chromium, cobalt, lead, lithium, nickel, selenium, silver, strontium, tin and vanadium. e. The presence of calcium carbonate and/or magnesium carbonate must be determined. f. Soil Texture (gravel, sand, silt and clay) must be determined. Determine organic matter content by the measurement of organic carbon. The quality of the organic matter shall be determined by measuring organic carbon and total nitrogen. g. interpretation of nutritional deficiencies or excesses and potential toxicities must be given. h. Determine the following by methods approved by the American Society of Agronomy as published in the Methods of Soil Analysis, methods of the United States Salinity Laboratory as published in the Agricultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils, " and bulk density of clods by the method published in Soil Science, vol 155, 325-330 (1993): Exchangeable Ammonium cation Base Saturation Cation Exchange Capacity Water Infiltration Rate - Method 34b of Agricultural Handbook Number 60 i. If required for more complete soil characterization, determine the following by methods approved by the American Society of Agronomy as published in the Methods of Soil Analysis, methods of the United States Salinity Laboratory as published in the Agricultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils," and bulk density of clods by the method published in Soil Science, vol 155, 325-330 (1993): Carbonates Measurement Soil Bulk Density (Compaction) 3. Elemental determinations to made according to methods approved by the EPA or by the American Society of Agronomy a. Optional - Growth Test for Toxic Constituents and/or Poor Physical Properties 1. Grow a dicot plant species and a monocot species with and without activated charcoal. Measure yield and percent of germination for all treatments. Report conclusions and findings. G. GUARANTEE AND REPLACEMENTS 1. Guarantee All plant material installed under the Contract shall be guaranteed against any and all poor, inadequate or inferior materials and/or workmanship for a period of one year (trees) or 6 months (shrubs) after date of acceptance by Owner. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Landscape Architect, shall be replaced by the Contractor at his expense. 2. Replacement Any materials found to be dead, missing or in poor condition during the establishment period shall be replaced immediately. The Landscape Architect, or his/her consultants, shall be the sole judge as to the condition of material. Material to be replaced within the guarantee period shall be replaced by the contractor within 15 days of written notification by the Owner. II. PRODUCT A. GENERAL The following organic soil amendments and fertilizer are to be used for bid price basis only. Specific amendments and fertilizer specifications will be made after grading operations are complete and soil samples are tested by Owner. All materials shall be of standard, approved and first-grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the original, unopened container bearing the manufacturer's guaranteed analysis. Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance or bearing the manufacturer's guaranteed analysis. LPS 1SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 LANDSCAPE PLANTING SPECIFICATIONS 4. Plant Material a. Plants shall be in accordance with the California State Department of Agriculture's regulation for nursery inspections, rules and ratings. All plants shall have a normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations, plant diseases, sun-scalds, fresh abrasions of the bark excessive abrasions or other objectionable disfigurements. Tree trunks shall be sturdy and well "hardened" off. All plants shall have normally well developed branch systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the plants furnished by the Contractor in containers will be determined by removal of earth from the roots of not less than two plants, or more than two percent of the total number of plants of species or variety. Where container-grown plants are from several sources, the roots of no less than two plants shall be inspected from each source. In case the sample plants inspected are found to be defective, the Landscape Architect is the sole judge as to acceptability. Any plants rendered unsuitable for planting because of this inspection will be considered as samples and will be provided at the expense of the Contractor. b. The size of the plants will correspond with the norm that is expected for species and variety of commercially available nursery stock or as specified in the Special Conditions, drawings or details. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the Landscape Architect. If the use of larger plant is approved, the ball of earth or spread of roots for each plant will be increased proportionately. c. All Plants not within the requirements specified shall be considered defective and such plants, whether in place or not, shall be removed from the site of work and replaced with new plants at the Contractors expense. The plants shall be of the species, variety, size and condition specified herein or as shown on the drawings. Under no conditions will there by any substitution of plants, except with the expressed consent of the Landscape Architect and City Landscape Inspector. d. At no time shall trees or plant material be pruned, trimmed or topped prior to delivery, and any alteration of their shape shall be conducted only with the approval and when in the presence of the Landscape Architect and as noted on the Planting Specifications e. Plant material shall be true to botanical and common name and variety as specified in "A Checklist of Woody Ornamental Plants in California," Manual 32 published by the University of California School of Agriculture (1963). 5. Nursery-Grown and Collected Stock a. Grown under climatic conditions similar to those in locality of project. b. Container-grown stock in vigorous, healthy condition; no root bound plant or plants with root system hardened off c. Substitute plant material will not be permitted unless specifically approved in writing by the Architect. 6. Tree Staking Material a. Stakes for Tree Support (1) Full length, lodge pole, pine stakes, treated with copper naphthanate (2) Minimum nominal size: 2" in diameter x 12' long and pointed at one end (adjusted length to fit tree) b. Hose and Wire Ties (1) Galvanized wire with cinch tie; Wire shall be zinc-coated iron, 10-gauge minimum and solid core. (2) All guys are to be flagged. Ninety percent wire length is to be covered. White PVC 1/4 inch diameter tube covering shall be used. 7. Bark Chips Bark chips shall be regular, ground, redwood or fir bark, consisting of 1/2" to 3/4" (acorn size) chips. Prior to delivery to the site, the Contractor shall submit samples to the City Landscape Inspector for approval. 8. Erosion Control Matting Erosion control matting shall be of open weave, furnished in rolled strips as follows: It shall be approximately 225 feet long with a width of 48 inches plus or minus one inch and an approximate one (1) inch square mesh. Fabric shall average .4 pounds per linear foot. The erosion control matting shall be manufactured from loosely twisted jute yarn not varying in thickness by more than one-half its normal diameter, equal in quality to "Ludlow Soil Saver #48" or approved equal. Staples for erosion control shall be 11 gauge steel wire bent in a U shape six inches minimum length and one inch wide. Wetting Agent to be 95% alkyl Polyethylene glycol ether such as "Commercial Water In" or approved equal. 9. Seed All seed used for lawn planting or erosion control planting or for any other reasons specified in the plans shall be labeled and furnished in sealed, standard containers with duplicate signed copies of a statement from the vendor, certifying that each container of seed delivered is fully-labeled in accordance with the California State Agriculture Code. Seed which has become wet, moldy or otherwise damaged in transit or storage will not be accepted. 10. Sod Sod shall be fully mature, well-maintained, of the grass variety specified, free of all other grasses or weeds and shall be evenly cut with a conventional sod cutting machine to a thickness of 1-1/2 inches. All material shall be from the same growing ground and delivered fresh to the job site. If, after installation, any areas of sod die or become brown, these areas are to be replaced with sod immediately. Replacement sod is to match original. 11. Hydromulching a. Wood Cellulose Mulch shall be calm, natural, wood cellulose fiber. Natural wood cellulose fiber shall be processed in such a manner that it will contain no growth or germination-inhibiting factors and shall be dyed green to facilitate metering of materials. It shall be manufactured in such a manner that after each addition and agitation in slurry tanks with fertilizer, seed water and other approved additives, the fibers in the material will become uniformly suspended to form a homogeneous slurry and that when hydraulically sprayed on the ground cover impregnated uniformly with seed; which after application, will allow the absorption of moisture and will allow rainfall to percolate to the underlying soil. b. Fertilizer shall consist of organic materials comprised of decomposed animal and vegetable matter and composted to support bacterial cultures. Fertilizer shall be "Gro-Power" or approved equal. c. Soil Binder: Terra Tack III or approved equal d. Humectant: HL-80 Humectant or approved equal 12. Equipment Hydraulic equipment used for the application of slurry shall have a built-in agitation system with an operating capacity sufficient to agitate, suspend and homogeneously mix above slurry. Distribution lines shall be large enough to prevent stoppage and to provide even distribution of the slurry over the ground. In order to facilitate proper coverage, the pump must be capable of exerting up to 150 psi at the nozzle. The slurry tanks shall have a minimum capacity of 1,500 gallons and shall be mounted on a traveling unit which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be seeded so as to provide uniform distribution without waste. 13. Weed Abatement Program The herbicide "Round-Up" or approved equal shall be used for slope/ planting areas. See Sections III-D-2 and III-D-7 for guidelines for proper application procedures. 14. Miscellaneous Materials a. sand-washed river sand or equal b. post emergent weed killer: "Round-Up" c. tree wound paint-as-approved III. EXECUTION A. INSPECTION Verify that final grades have been established prior to beginning planting operations. Inspect trees, shrubs, and material for injury and insect infestation, and inspect trees and shrubs for improper pruning. Do not begin planting trees until deficiencies are corrected or plants replaced. B. PREPARATION Stake out locations for plants and outline of planting beds on ground. Do not begin excavation until plant locations and plant beds are approved by Architect. The irrigation system shall be installed and approved prior to soil preparation. C. INSTALLATION 1. Excavation of Planting a. Shape (1) Vertical sides and flat bottom (2) Plant pits to be square for box material, circular for canned material. b. Size All trees shall have planted pits dug twice the diameter and to the depth of the root ball. Backfill around the rootball with prepared backfill mix. Refer to planting Details for specific method. 2. Preparation of Planting Areas a. After approximate finished grades have been established, soil shall be conditioned and fertilized in the following manner. Nitrogen-stabilized organic amendment and ammonium phosphate shall at the following rates, be uniformly spread and cultivated thoroughly by means of mechanical tiller into top 6" of soil. (1)Nitrogen-Stabilized Organic Amendment - 4 cu. yards/1,000 sq. ft. (2)Ammonium Phosphate 6-20-20 - 15 lbs./1,000 sq. ft. (3)Agriculture Gypsum I - 15 lbs./1,000 sq. ft. (4)10 lbs. Gro Power Plus Soil Conditioner or approved equal and prepare all backfill soil as recommended but no less per cubic yard than as follows: a)6-20-20 fertilizer per Specification D.4.h b)4/5 cubic yard screened site topsoil c)1/5 cubic yard nitrolized soil amendment d)2 lbs. iron sulfate 1 lbs. organic gypsum e)2 lbs. Gro Power Plus soil conditioner or approved equal b. All soil area shall be compacted and settled by application of heavy irrigation to a minimum depth of twelve inches. c. At time of planting, the top two inches of turf areas to be sodded or seeded shall be free of stones, stumps or other deleterious matter 1" in diameter or larger. In groundcover areas, the top two inches shall be free of stones, stumps or other deleterious matter 2-1 2inch diameter or larger. All planting areas shall be free from all wire, plaster or similar objects. 3. Final Grades a. After the foregoing specified deep watering, minimum modifications to grade may be required to establish the final grade. These areas shall not be worked until the moisture content has been reduced to a point where working it will not destroy soil structure. b. Finish grading shall insure proper drainage of the site. c. All areas shall be graded so that the final grades will be 1" below adjacent paved areas, sidewalks, valves boxes, headers, clean-outs, drains, manholes, etc. in turf areas, and 2" below in groundcover areas. d. Surface drainage shall be away from all building foundations. e. Eliminate all erosion scars. f . Planting areas receiving sod shall sustain a finish grade lower than finished surfaces adjacent to the planting area so that installed sod shall be flush with finish surfaces (walks, paved areas, etc.) when installed. g. All planting areas shall have a finish grade conforming to approved plans and specifications after full settlement has occurred. 4. Dispose of unacceptable or unused excess soil off site and premises. D. PLANTING INSTALLATION 1. General a. Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved by the Landscape Architect. b. Only as many plants as can be planted and watered on that same day shall be distributed in a planting area. In extreme heat, plants shall be watered immediately after planting. c. Containers shall be opened and plants shall be removed in such a manner that the ball of earth surrounding the roots is not broken, and they shall be planted and watered as herein specified immediately after removal from the containers. Containers shall not be opened prior to placing the plants in the planting area. 2. Weed Control: After soil preparation and establishment of final grades prior to any planting, the Contractor shall irrigate thoroughly for a period of time, two to three weeks or until the weed seeds have germinated. When there is sufficient weed seed germination, the Contractor shall apply a post emergent contact weed killer according to the directions of the manufacturer. The Contractor shall then wait an additional two weeks to allow the weed killer to dissipate, then plant as indicated in the plans and specifications. Contractor shall remove any residual foliage and/or roots. 3. Layout of Major Plantings: Locations for plants and outlines of areas to be planted shall be marked on the ground by the contractor before any plant pits are dug. All such locations shall be approved by the landscape Architect. If an underground construction or utility line is encountered in the excavation of planting areas, other locations may be selected by the landscape Architect. 4. Planting of Trees and Shrubs a. Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered within the areas to be excavated for trenches, tree holes, plants pits and planting beds. b. Can Removal (1) Cut cans on two sides with an acceptable can cutter (2) Do not injure root ball (3) Do not cut cans with a spade or axe. (4) Carefully remove plants without injury or damage to root ball. (5) After removing plant, superficially cut edge-roots with knife on three sides. c. Box Removal (1) Remove bottom of plant boxes before planting (2) remove sides of box without damage to rootball after positioning plant and partially backfilling. d. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is at least two (2) times the width and one and a half (1-1/2) times the depth of the original plant container. The holes shall be, in all cases, large enough to permit handling and planting, without injury or breakage to the roots or root ball. Refer to Standard Planting Details. e. Excavated holes for slope plantings shall be dug two times original plant container width, providing a permanent 6 inch berm around plant pit. f. Protect all areas from excessive compaction when trucking plants or other material to the planting site: g. Center plant in pit or trench. h. Face plants with fullest growth into prevailing wind. See plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. Container plants shall be backfilled with: - 8 parts by volume on-site topsoil - 2 parts by volume organic amendment - 6-20-20 fertilizer mix as per chart below: 1 gallon 1 handful 5 gallon 2 handfuls 15 gallon 3 handfuls 18" box 4 handfuls 24" box 5 handfuls 30" box 6 handfuls 36" box 7 handfuls 42" box 8 handfuls 48" box 9 handfuls 60" box 10 handfuls (- 1 handful approximately equals 4-6 ounces) i. All plants which settle deeper than specified above shall be raised to the correct level. After the plant has been placed, additional backfill shall be added to the hole to cover approximately one-half of the height of the root ball. At this stage, water shall be added to the top of the partly-filled hole to thoroughly saturate the root ball and adjacent soil. j. Excess soil generated from the planting holes may be distributed on the site and amended as specified in general soil preparation. k. Hand place plants which are in containers less than one gallon in size l. Hand backfill and hand tamp, leaving a slight depression around bases of plants. m. Planting tablets shall be set with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. n. After the water has completely drained, planting tablets shall be placed as indicated per container size below: 1 gallon 1 tablet 5 gallon 2 tablets 15 gallon 3 tablets 18" box 4 tablets 24" box 5 tablets 30" box 6 tablets 36" box 7 tablets 42" box 8 tablets 48" box 9 tablets 60" box 10 tablets N/A LPS 2SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693 N/A LANDSCAPE PLANTING SPECIFICATIONS o. The remainder of the hole shall be backfilled. p. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth sufficient to hold at least two inches of water. Basins shall be of a size suitable for the individual plant. In no case shall the basin for a fifteen-gallon plant be less than four feet in diameter, for a five-gallon plant less than three feet in diameter and for a one-gallon plant less than less than two feet in diameter. The basins shall be constructed of amended backfill materials. q. Pruning shall be limited to the minimum necessary to remove injured twigs and branches and to compensate for loss of roots during transplanting, but never to exceed one-third of the branching structure. Upon approval of the Landscape Architect, pruning my not be done before delivery of plant, but not before plants have been inspected and approved. Cuts over 3/4" in diameter shall be painted with tree seal. r. Staking and Guying (1) Staking of all trees shall conform to three staking and tree guying details. (2) Tree stakes shall be straight-grained, lodge pole pine. Stakes shall be free from knots, checks, splits or disfigurements. Guy as indicated immediately after planting, using three guys per tree, guys placed as to five equal support to tree from any direction. Install a warning flag on each guy. Protect bark of tree by connecting wire with "Cinch-Tie". Anchor guy wires with "deadmen" buried at least 2 feet below finish grade. Tighten guylines to a firm tension. Install additional guys should tree growth be such that three guy wires do not give required equal support from all directions. s. Vine Planting Vines shall have wood stake support removed without damage to plant and the vine trained upon the adjacent posts and walls as directed by the plan or Landscape Architect. Vines shall be held to posts and overheads by plastic green ribbon ("heavy duty") and eye bolts, not nails, as directed by the Landscape Architect or details. t. Where street trees occur within treewells or are adjacent to a substantial amount of pavement, a sub-surface planter box ("Deep-Root" or approved equal) shall be used. Box shall be installed per Details. u. Location for street trees adjacent to any light standards or utility equipment shall be adjusted to maintain a suitable clearance, as approved by the City Landscape Architect. 5. Planting of Ground Covers a. Ground cover plants shall be grown in 1 gallon containers, flats or paper liners or taken as cuttings, as indicated on the plans. Flat grown plants (rooted cuttings) shall remain in those flats until transplanting. The flat's soil shall contain sufficient moisture that it will not fall apart when lifting the plants. In all cases root balls shall be protected at all times prior to planting to prevent unnecessary drying. b. Ground cover shall be planted in straight rows and evenly spaced, unless otherwise noted, at intervals called called out in the drawings. Triangular spacing shall be used unless otherwise noted in the drawings. c. Each rooted plant shall be planted with its proportionate amount of flat soil or in a paper liner, in a manner that will insure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. To avoid drying out, plantings shall be immediately watered after planting until the entire area is soaked to the full depth of each hole, unless otherwise noted on the drawings. d. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling, compression, or other operation of the Contractor shall be repaired immediately. 6. Planting of Lawn a. Lawn will be planted by hand seeding, hydroseeding, and /or sodding as indicated on the plans. b. After preparation of soil in accordance with the section on "Grading and Soil Preparation," the areas to be planted as lawn shall be rolled, raked and floated to finish grade by any acceptable method, with the finish grade being smooth and even, free of rocks and clods and reasonably well-firmed. Prior to planting, the surface of the area shall be sufficiently loose and friable to receive the seeds of sod. c. Pre-Ferilization: Just prior to the planting of turf, evenly broadcast appropriate fertilizer as specified in the approved soils report. d. Method (1) Seed: A satisfactory method of sowing shall be employed, using an approved, mechanical, power-drawn driller-seeder, mechanical hand-seeder or other approved equipment. The rate of application of seed will be specified on the plans and and in the specifications. The seed shall be covered by means of a wire drag, spike-toothed, harrow cultipacker or other approved device. Seeded areas shall immediately be compacted by means of a cultipacker, roller or other approved equipment weighing 60 to 90 pounds per linear foot of roller. Final rolling shall be at right angles to slopes to prevent erosion wherever possible metal staples typical for those used used on erosion control matting, if necessary. (2) Sod: Soil preparation, finish grading and fertilization shall be as specified for seeded lawns, except that the sub-soil finish grade shall be two inches below final grade to allow for the thickness of sod. Lay sod down in one direction only, with close fitted joints. The ends of each strip shall be staggered to eliminate continuous joining. Staple sod on steep slopes with metal staples typical for those used on erosion control matting, if necessary. e. Watering Immediately following planting or top dressing apply a light fine mist spray to anchor the seed and/or dressing to the soil to form a protective crust preventing wind erosion and drying of the seed. The lawn areas shall be kept moist until fully germinated. Fully germinated lawn areas shall be allowed to dry sufficiently to permit rolling with approximately a two-three hundred pound water weighted roller to satisfactorily compact the soil around the grass roots and provide a firm, smooth mowing surface. 7. Hydroseeded Application Procedures and Equipment a. Weed Control Upon completion of the irrigation system and after all existing weeds and unwanted growth have been removed from the site, apply commercial fertilizer (21-0-0) at a rate of 200lbs per acre or as per manufacturer's instructions. Water all areas four times daily and until weed seeds have germinated. Cease watering for three days. Spray the non-selective herbicide "Round-up" to eradicate the germinated weeds. Translocation, or approved equal, period should be 7-10 days. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1/4 inch below the surface of the soil. If perennial weeds or grasses still exists, re-water four times daily for fourteen consecutive days, until the new growth appears. Re-apply a non-selective herbicide Remove weeds after herbicide has had sufficient time to kill. b. Equipment Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp shall be of the "Super Hydro-Seeder" type. This equipment shall have a built-in agitation system and operating capacity sufficient to agitate, suspend and homogeneously mix a slurry contained not less than 40% of fibre mulch plus a combined total of #7 fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. The slurry tank shall have a minimum capacity of 1,500 gallons and shall be mounted on a traveling unit, either self-propelled or drawn by a separate unit, which will place the slurry tank spray nozzles within sufficient proximity to the areas to be seeded. c. Preparation The slurry preparation shall take place at the site of work. Begin by adding water to the tank when the engine is at half throttle. When the water level has reached the height of the agitator shaft, good re-circulation shall be established and the seed shall be added. Fertilizer shall then be added, followed by wood pulp mulch. The wood pulp mulch shall only be added to the mixture after the seed and when the tank is at least one-third filled with water. The engine throttle shall be opened to full speed when the tank is half-filled with water. All the wood pulp mulch shall be added by the time the tank is two-thirds to three-fourths full. Spraying shall commence immediately when the tank is full. d. Application The operator shall spray the slopes with a uniform, visible coat by using the green color of the wood pulp as a guide. the slurry shall be applied in a sweeping motion in an arched stream so as to fall like rain, allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. e. The Limit All slurry mixture which has not been applied to the slopes within four hours after mixing will be rejected and removed from the project at the Contractor's expense. f. Protection Special care should be exercised by the Contractor in preventing any of the slurry to be sprayed inside any reservoir basin or into drainage ditches and channels which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the Contractor's expense to the satisfaction of the Owner or City. All areas designated for hydroseeding shall be thoroughly watered prior to the hydroseeding. The Contractor shall note any discrepancy for complete water coverage and correct. The Contractor shall at this time note wind and weather conditions and submit a watering program to the Landscape Architect for approval prior to hydroseeding. g. Reseeding All bare spots shall be reseeded within 10 days to the satisfaction of the Owner and/or Landscape Architect. h. Watering (1) A balanced, full-coverage watering program shall be maintained to ensure proper germination until the acceptance of work. (2) Plants which cannot be watered efficiently with the existing water system shall be watered by means of a hose. i. Fertilization (Turf) Apply recommended fertilization program 45 days after the first mowing. Continue every 90-120 days. j. Maintenance and Irrigation Maintenance shall be the responsibility of the Landscape Contractor for a period of forty-five days. It is his responsibility to provide sufficient water. Moisture must be maintained on the soil once the slurry mulch has been applied and allowed to set for one day. The slopes can then be irrigated.Three are no set irrigation requirements in gallons per minute, duration of time or number of gallons to be applied to the hydroseeded slopes. This will vary from day to day depending on the rate of growth and climatic conditions encountered. The soil surface shall be kept moist at all times, particularly during the seeding germination period. Failure to provide adequate moisture will result in desiccation of the new seedlings, in turn making it necessary for an additional application of seed, fertilizer and mulch. k. Soil test Contractor shall take soil samples from these approved locations. Agricultural suitability test shall be made of the soil samples. Test shall include, but not limited to Ph, ECE, SAR, NPK, BORON and half-saturation test. Copies of the results shall be sent to the Landscape Architect for review. Hydroseeded mix is subject to change upon review of a soil analysis. 8. Erosion Control a. Erosion control installation will be required in locations specifically delineated on the drawings or as necessary due to field conditions. b. Surface of the slopes shall be uniformly smooth and even, with all debris and rocks raked out. The soil shall be sufficiently moist to permit the firm laying of erosion control matting and to prevent sloughing of topsoil. c. The erosion control matting shall be laid with the direction of flow of surface drainage and in accordance with the manufacturer's directions. The matting shall be cut to provide a visually pleasing slope. d. The matting shall be stapled in place and firmly embedded by means of tamping or rolling as approved by the Landscape Architect to insure that the matting is in contact with the soil and that no erosion can take place under the matting. e. Planting of turf, ground covers, shrubs and/or vines may be required in area protected by erosion control matting as specified in the plans or as becomes necessary. 9. Native Plant Areas a. Any planting areas designated as natural planting that are cleared off during any phase of the development must be re-established with an approved planting prior to acceptance of the tract. b. Comply with City Zoning and Subdivision Ordinance. c. Natural vegetation areas are subject to review and approval by the Landscape Architect, Fire Marshall and City Landscape Architect. Appropriate fuel management programs shall be addressed as a part of the contracts documents for execution during site development. Budgeting for on-going fuel management programs should also be addressed as a part of the maintenance programs. E. CLEAN-UP After all planting operations have been completed remove all trash, excess soil, empty plant containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Clean-up Contractor shall pick-up all trash resulting from this work no less frequently than each Friday before leaving the site, once a week and/or the last working day of each week. All trash shall be removed completely from the site. The Contractor shall leave the site area broom-clean and shall wash down all paved areas within the Contract area, leaving the premises in a clean condition. The Contractor shall arrange for offsite disposal of surplus soil and shall, upon request, furnish the City or County's authorized representative with the disposal site Owner's written consent. F. INSPECTIONS Normal progress inspections shall be requested by the Contractor from the Landscape Architect at least 4 days in advance of an anticipated inspection. Inspections are required as follows: 1. upon the completion of fine grading 2. upon the completion of soil conditioning 3. prior to application of post-emergent weed killers 4. pre or post-delivery of all plant material 5. upon the completion of major plant layout 6. at the tree-staking example prior to sodding LANDSCAPE MAINTENANCE I. GENERAL REQUIREMENTS a. Scope of Work Work specified in this Section furnish all labor, material, equipment and services required to maintain the landscape in an attractive condition as specified herein for a period of ninety (90) days after final acceptance by Owner. b. Quality Assurance The Contractor's representative shall be experienced in landscaping maintenance and shall have received an education in ornamental. c. Maintenance Period The Contractor shall continuously maintain all areas involved in this Contract during the progress of the work and the maintenance period until final acceptance of the work by the owner. Improper maintenance or possible poor condition of any planting at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract. Maintenance shall be continued by the Contractor until work is acceptable. Maintenance period shall not start until all elements of construction, planting and irrigation for the entire project are in accordance with Plans and Specifications. The Contractor shall request an inspection to begin the maintenance period after all planting and related work has been completed in accordance with the Contract documents. A prime requirement is that all lawn areas shall show an even, healthy strand of grass seedlings or sod, either of which shall have been mown twice. If such criteria is met to the satisfaction of the Landscape Architect, a field notification will be issued to the Contractor to establish the effective beginning date of the maintenance period. Any day when the Contractor fails to adequately maintain plantings, replace unsuitable plants or do weed control or other work, as determined necessary by the Landscape Architect, will not be credited as a maintenance period working days. The maintenance period will be extended if the provisions required the plans and specifications are not filled D. EMERGENCY NUMBERS (1) The Contractor shall provide and maintain a current list of emergency telephone numbers for 24-hour emergency response. (2) The Contractor shall initiate remedial action within two hours from the time of notification. E. PROTECTION OF EXISTING FACILITIES AND STRUCTURES The Contractor shall exercise due care in protecting from damage all existing facilities, structures and utilities both above and below surface on the City/ Owner's property. Any damage to City's/ Owner's property deemed to be caused by the Contractor's responsibility to verify and locate any underground systems (i.e., utility line). This does not release the Contractor from the responsibility of taking reasonable precautions when working in these areas. Any damage or problems shall be reported immediately to the City/ Owner's representative. F. PROJECT INSPECTIONS Upon request the Contractor or his representative will walk the project with the City/ Owner's representative for the purpose of determining compliance with the specifications. N/A LPS 3SCALE: SHEET NO. DATE: CHECKED BY: DRAWN BY: JOB NUMBER: EF DA T E RE V I S I O N BY PROGRESS DRAWING These documents are subject to change due to public agency comment, client-requested revisions, and in house review, and are therefore, NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. The landscape architect is not responsible for contract bids or project construction made from any document bearing this note. EF AR C A D I A B O D Y S H O P 32 0 - 3 2 6 N . 1 s t A V E . AR C A D I A , C A 9 1 0 0 6 Ma t s o n A r c h i t e c t s 13 2 7 1 S o u t h S t r e e t , C e r r i t o s , C a 9 0 7 0 3 Te l . 5 6 2 - 4 0 2 - 9 1 0 0 02/12/25 ZZ Z . P L J F R P . F R P 10 9 W . U N I O N A V E . FU L L E R T O N , C A 9 2 8 3 2 TE L 7 1 4 / 8 7 1 - 3 6 3 8 5693