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Home My WebLink About515 E Dyer Rd - PlanAMAZON DLX8 515 E DYER ROAD, SANTA ANA, CA 92707 ADTA CONVEYOR PROJECT THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV. DESCRIPTION DATE BY5225 W LAKESHORE DR., BUILDING 460 PORT CLINTON, OH 43452 PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8 COVER SHEET 00-G-000 01/31/20241 ADDED OCCUPANCY & BUILDING INFO 7/16/2024 DLC2 ---- ---- ----3 ---- ---- ----4 ---- ---- ----H. FOX5 ---- ---- ----6 ---- ---- ----7 ---- ---- ----8 ---- ---- ----9 ---- ---- ----10 ---- ---- ----SCOPE EXCLUSIONS: NO HVAC NO PLUMBING NO NEW OR REMOVED FIXTURES NO ELECTRICAL (SEPERATE SCOPE, PERMITTED BY OTHERS) NO STORAGE RACKING NO BUILDING ALTERATIONS SCOPE OF WORK: RELOCATE EXISTING CONVEYORS INSTALL NEW CONVEYORS INSTALL NEW CROSSOVER PLATFORMS INSTALL NEW COMPRESSOR SYSTEM INSTALL SAFETY FENCE CONVEYORS = 158.5' LINEAR FEET AMAZON DLX8 VICINITY MAP SITE PLAN GENERAL PROJECT NOTES N N.T.S. N.T.S. AMAZON DLX8 Sheet List Table Sheet Number Sheet Title GENERAL 00-G-000 COVER SHEET 02-S-0.1 GENERAL NOTES 00-G-001 ADA 03-G-005 CALGREEN CHECKLIST 1 03-G-006 CALGREEN CHECKLIST 2 03-G-007 CALGREEN CHECKLIST 3 CONVEYOR 09-K-002.1 OVERALL FLOOR PLAN 09-K-002.2 FOCUS AREA FLOOR PLAN 09-K-002.3 EQUIPMENT ELEVATION VIEWS 09-K-002.4 FENCING EQUIPMENT ELEVATION VIEWS 09-K-002.5 EQUIPMENT DEMO PLAN 06-M-401.1 MECHANICAL COMPRESSED AIR PIPING PLAN 06-M-401.2 MECHANICAL COMPRESSOR ELEVATIONS 06-M-401.3 MECHANICAL COMPRESSOR PIPE FITTINGS 02-S3-1.1 CONVEYOR ANCHOR EMBEDMENT 02-S3-1.2 CONVEYOR SUPPORT DETAILS 02-S3-1.3 CONVEYOR SUPPORT DETAILS 2 02-S4.1.1 FENCE & CAMERA ANCHORING EMBEDMENT 02-S4.1.2 COMPRESSOR ANCHOR EMBEDMENT 02-S4.1.3 PLATFORM ANCHOR EMBEDMENT 02-S4.1.4 STAIR ANCHOR EMBEDMENT 09-K-002.6 EMERGENCY STOP CABLE STAND FIRE PROTECTION 00-G-003 LIFE SAFETY PLAN CROSSOVER 02-S4.1.5 CROSSOVER STRUCTURAL CONFIGURATION 02-S4.1.6 STRUCTURAL STAIR DETAILS 02-S4.1.7 STRUCTURAL PLATFORM DETAILS 02-S4.1.8 STRUCTURAL RAILING DETAILS 02-S4.1.9 STRUCTURAL HARDWARE DETAILS OCCUPANCY AND BUILDING CODE REVIEW: 1. OCCUPANCY: S-1 2. CONSTRUCTION: III-B 3. FIRE SPRINKLERS: YES - FULLY 4. TOTAL AREA IN BUILDING, SQ.FT: 165,946 5. TOTAL AREA OF ALTERATION, SQ.FT: 41,506 6. NUMBER OF FLOORS: 1 7. OCCUPANT LOAD 458 1 (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R 1R (([S [S 12-31-25 07/17/24 Bldg #101119227 APPROVALS Plng - C. Santana Bldg - W. Lee Public Works - Y. Soto 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8ADA00-G-001 01/31/20241 ------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------(6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS 505)&"%&26"$: 0'5)&4503"(& 3"$, 4536$563"-$0.10/&/540/-:"-- 05)&3"3&"4"3&0654*%&5)&4$01&0' 803,0'5)*4$&35*'*$"5*0/. 3/18/24 515 E Dyer Rd 8/22/2024 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855122562225622256222562 PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 21891 NO STAND ZONENO STAND ZONE21891 NO STAND ZONENO STAND ZONE21891 NO STAND ZONENO STAND ZONE1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van 24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van 24' x 8' 21891 NO STAND ZONENO STAND ZONE225622256222562225622256222562225622256222562225622256222562G 21 - 10 225622256222562225622256222562225622256222562225622256222562E 24 - 13 22562225622256222562225622256222562D 24 - 18 2256222562225622256222562225622256222562C 8 - 1 225622256222562225622256222562225622256222562G 9 - 1 225622256222562225622256222562225622256222562225622256222562E 12 - 1 22562225622256222562C 24 - 21 225622256222562225622256222562225622256222562225622256222562C 20 - 9 225622256222562225622256222562225622256222562225622256222562B 24 - 13 225622256222562225622256222562225622256222562225622256222562B 12 - 1 225622256222562225622256222562225622256222562A 24 - 16 225622256222562225622256222562225622256222562225622256222562A 15 - 4 225622256222562A 3 - 1 22562D17 CANNOT BEMIRRORED3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 1160 Armada Van24' x 8'20241R20241R20241R20241R20241R20241R 20241R 20241R 20241R C20242A120241R 20241R 20241R 20241R C20242A120241R20241R20241R20241R 20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R C20242A120241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R20241R20241R20241R20241R 20241R 20241R 20241R PROBLEM SOLVE2866PROBLEM SOLVE2866FOR INDUCTCONVEYORS49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVEAS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCMAS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0'UPUP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE2686926896PROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVE29349293492934929349D 16 - 9 UPUP LAST 24" NOTPOWERED MASTER PANEL 30 AMP +0' 30 AMP +0' 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148225622256222562G 24 - 22 2256222562225622256222562225622256222562D 8 - 1 AISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITE33"BELTWIDTH158'-6" SORTER OALAISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITES0399 S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S03360" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 1" 2" 3"6" 5" 4" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" G E D C B A 3'-6" 2'Required Clearance2'2' 1'-312" 3'-1114" WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND21581 DO NOT SIT OR LEANDO NOT SIT OR LEAN DO NOT SIT OR LEAN21581 DO NOT SIT OR LEANDO NOT SIT OR LEAN DO NOT SIT OR LEAN1168FILE CABINETGEMBA BOARD TRASH4A6A3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT1 CCTV DISPLAYPOTS MERCURY DISPLAY3A215433'x5' W/DBL. STCK. TAPE ERGO MATERGO MATDSPSTAND UPAREADSPSTAND UPAREA DSPSTAND UPAREATRASH20210TEAM LIFT CONE1638 21930PALLET JACKPALLET JACKPALLET JACKPALLET JACKPALLET JACK33 IN PALLET JACK2940500 SQ. FT.WB-67 20176WINTER SUPPLIES2318DOCK PLATEDOCK PLATETEAM LIFT2828SORTABLENON SORT278218 RETURN TO SORT CENTER 21501 FILE CABINET GEMBA BOARD TRASH 6A 2125PALET JACKGo Cart32.5" x 54"6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP STOOLCONES TRASHSINGLE OVERFLOW Go Cart32.5" x 54" VAN WHITE BOARDCARTCARTTABLEATRASH PPE VENDING MACHINE27342015320151120151127322168 VIDMAR-KEEPSTOCK 10'-0"10'-0"7'-6"7'-6"SHOP VAC STORAGE CABINETSTORAGE CABINET EYE WASH STATION CART LIQ FLAM CABINET 4'-6"TOOL CART 6ALADDER 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT10'-0" 10'-0"10'-0"10'-0" TRASHTRASH DROP ZONEWORKBENCH 21952SCISSOR LIFT STORAGE12A22071516 EYE WASH STATION6APLACE AGAINST WALL CART TRASH AMBASSADOR BOARD FILE CABINETNO EXTERIOR MAN OR DOCK DOOR WITHIN THIS 30' RADIUS NO HEAT OR SPARK SOURCE WITHIN THIS 25' RADIUS 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT TRASH PPE VENDING MACHINE27342015320209TRASHWATER4A-GFI17"x24" FLOOR MAT20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 1183ASSOICATE ENTRANCE INDUCT LABEL PRINTERS AA A20249 SUPPLIESSUPPLIESSUPPLIES219281177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND20209TRASHWATER4A-GFI17"x24" FLOOR MAT20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT PROPOSED: MAN DOOR & DSP ENTRANCE PROPOSED: DEMISING WALL PROPOSED: DEMISING WALL 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209TRASHWATER4A-GFI17"x24" FLOOR MATFASTSTART AA A FASTSTART AA A20232 TRASH3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT4AWHITE BOARDGEMBA BOARD2912GEMBA BOARD TRASH3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT4ACONE20185 CONECONEVOD BOARD20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT MERCURY DISPLAY3A21543TRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASHTRASH170030A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTDR ENTRANCE TRASH 6A FILE CABINET2777 TRASH 6A FILE CABINET2777 WB-67 WB-67 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 22237 TRASH ERGO MATTDR CART4A4A FILE CABINETA TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0" 10'- 0"10'-0" 10'- 0"ADJACENT TO RME CAGE. SHARE FENCE WALLSTORAGESTORAGESTORAGESTORAGE STORAGE TRASH 6A FILE CABINET2777 5S TAPEEXCESS SIGNAGE HEAT STRESSMISCMISCMISCMISC1877CARTS 4A 2193511771177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH 6A FILE CABINET2777 20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MATGo Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" Go Cart32.5" x 54" TRASH VRI CART 4A HOURLY HUDDLE CART 4A 900 SQFT 22873 8'-10" Go Cart32.5" x 54"3'-4"5'-0"3'-2"3'-0"12'-8"6'-0"Go Cart32.5" x 54"3'Go Cart32.5" x 54"3'-4"5'-0"12'-8"6'-0"Go Cart32.5" x 54"2X-SWA278047'-6"7'-6" 2'-6 " 10'-0"10'-0"10'-0" 10'-0"10'-0"10'-0"VIDMAR-KEEPSTOCKLADDERLIFT CRANESTORAGE CABINETS 20A 26646 20A 26646 20A 26646 20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MATGo Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING LIFE SAFETY PLAN SCALE: 1/28"=1'-0" KEY PLAN LAYOUT LEGEND AFFECTED EQUIPMENT SHOWN IN BLACK EXIT FROM BUILDING EGRESS PATHS THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8LIFE SAFETY PLAN00-G-003 01/31/20241CROSSOVER DESIGN UPDATED, EGRESS DESIGN UPDATED.7/16/2024DLC2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------MAXIMUM TRAVEL DISTANCE OCCUPANCY TYPE COMMON PATH OF EGRESS TRAVEL W/ SPRINKLERS (CBC TABLE 1006.2.1) EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2) S-1 100'-0"250'-0" EGRESS DISTANCES (S-1) COMMON PATH OF TRAVEL MAXIMUM PROVIDED POINT - A 100'-0"0'-0" TRAVEL DISTANCE MAXIMUM PROVIDED POINT - A 250'-0"198'-11" MEANS OF EGRESS NOTES BUILDING INFORMATION BUILDING OCCUPANCY:S-1 CONSTRUCTION TYPE:III-B NUMBER OF STORIES:1 AUTOMATIC FIRE SPRINKLER:YES ALLOWABLE HEIGHT 75' (CBC 504.2) (W/ AUTOMATIC SPRINKLER) ACTUAL PARAPET 27' TO 32' HEIGHT TO INTERIOR TRUSS 26'-6" ACTUAL BUILDING AREA: 165,946 S.F. N SCALE: N.T.S. EXIT DIRECTION OF EGRESS EGRESS TRAVEL START POINT POINT A 680'-2" DIAGONAL DIMENSION 1 26 B H 18 A 23 EXITE X I T MAXIMUM TRAVEL DISTANCE: 397'-10" / 2 = 198'-11" < 250' MAX ALLOWABLE PER CBC 1017.2 1 (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25 07/17/24 515 E Dyer Rd 8/22/2024 20148 20148 20148 C20242A120241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R PROBLEM SOLVE286620182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20148 20148 20148 20148 20148 20148 20148 20148 20148 19'-7"20148201482014820148201482014820148201482014820148201482014820148 2014820148 20148 20148 C20242A120241R20241R20241R20241R20241RPROBLEM SOLVE286620148 20148 20148 20148 20148 20148 20148 20148 20148 20148201482014820148201482014820148201482014820148201482014820148 2014820148 20148 20148 20148 20241R20241R20241R20241R20241R20241R 20241R 20241R 20241R PROBLEM SOLVE286620148 20148 20148 20148 20148 20148 20148 20148 20148 20148 201482014820148201482014820148201482014820148201482014820148201482014820148 20148PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE286620148 16'-4"20241R20241R20241R20241R20241R 20241R 20241R 20241R 20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R C20242A120241R 20241R 20241R 20241R C20242A120241R20241R20241R1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND20148 20148 21581 DO NOT SIT OR LEANDO NOT SIT OR LEAN DO NOT SIT OR LEAN201482014820148 2014820148 2014820148 20148 1168FILE CABINETGEMBA BOARD TRASH4A6A3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT1 CCTV DISPLAYPOTS20148201482014820148 MERCURY DISPLAY3A21543TEAM LIFT CONE1638 Go Cart Return 2940 500 SQ. FT.SORTABLENON SORT278218 RETURN TO SORT CENTER2125PALET JACKGo Cart 32.5" x 5 4 "6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP STOOLCONES TRASHSINGLE OVERFLOWGo Cart 32.5" x 5 4 " VAN WHITE BOARDCARTCARTTABLEA2015111516EYE WASH STATION6APLACE AGAINST WALLCART TRASH AMBASSADOR BOARDFILE CABINETNO EXTERIOR MAN OR DOCKDOOR WITHIN THIS 30' RADIUSNO HEAT OR SPARK SOURCEWITHIN THIS 25' RADIUS20209TRASHWATER4A-GFI17"x24" FLOOR MAT20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT DSPSTAND UP AREADSPSTAND U PAREA DSPSTAND UPAREA398 ASSOCIATES1184 TRASH4AHOURLY HUDDLE CARTASSIGNMENT BOARD VRI CART4AINDUCT LABEL PRINTERSAAA2024921935CARTS4A20148 20148 2014820148 2014820148 20148 201482014856'-4" 5'-7"201487'-3" 19'-10" 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT20241R20241R20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20148 2014820209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209TRASHWATER4A-GFI17"x24" FLOOR MAT6'-1" 6' 7'-1" 6' 6'-1" 6' 6'-10"FASTSTARTAAAFASTSTARTAAA20232 TRASH 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT 4A WHITE BOARDGEMBA BOARD2912GEMBA BOARD TRASH3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT4ACONE 20185CONECONE VOD BOARD13'-5" 12' 13'-2" 20148 14'-3" 6'-10" 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT MERCURY DISPLAY3A21543FOR INDUCTCONVEYORSLAST 24" NOTPOWERED MASTER PANELGRAVITY CFLOWMFLOWUPUP UPUP UP UPGRAVITYCFLOWMFLOWGRAVITYCFLOWMFLOW LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL 49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 32" TOR 10" TOR 16'-4" TRASH6AFILE CABINET2777 TRASH6AFILE CABINET27776'-5" DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 22067Go Cart32.5" x 54"Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart 32.5" x 54"Go Cart 32.5" x 54"Go Cart 32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22067Go Cart32.5" x 54"Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart 32.5" x 54"Go Cart 32.5" x 54"Go Cart 32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22067Go Cart32.5" x 54"Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22067Go Cart32.5" x 54"Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22067Go Cart32.5" x 54"Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22067Go Cart32.5" x 54"Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22067Go Cart32.5" x 5 4 "Go Cart32.5" x 54" GOKART STAGING GOKART STAGINGGo Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"Go Cart32.5" x 54"22163TRASHSANITATIONSTATION22163TRASHSANITATIONSTATION22163TRASHSANITATIONSTATION22163TRASHSANITATIONSTATION22163TRASHSANITATIONSTATION 22163 TRASH SANITATIONSTATION 22163 TRASH SANITATIONSTATION 22163 TRASH SANITATIONSTATION TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0"10'-0"STORAGESTORAGESTORAGESTORAGE STORAGE6' 6' 6'PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE286660" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 4 11'6" CLR 2256211'6" CLR 225622256222562PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE28661160 Armada Van24' x 8' 24' x 8' 1160 Armada Van24' x 8' 24' x 8' 1160 Armada Van24' x 8' 24' x 8' 1160 Armada Van24' x 8' 24' x 8' 1160 Armada Van24' x 8' 24' x 8'24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8'Armada Van24' x 8' 21891 NO STAND ZONENO STAND ZONE21891 NO STAND ZONENO STAND ZONE21891 NO STAND ZONENO STAND ZONE11'6" CLR 2256211'6" CLR 225622256222562225622256222562D 24 - 18 8 11'6" CLR 2256211'6" CLR 22562225622256222562225622256222562C 8 - 1 4 11'6" CLR 2256211'6" CLR 225622256222562C 24 - 21 12 11'6" CLR 2256211'6" CLR 2256222562225622256222562225622256222562225622256222562C 20 - 9 12 11'6" CLR 2256211'6" CLR 2256222562225622256222562225622256222562225622256222562B 24 - 13 12 11'6" CLR 2256211'6" CLR 2256222562225622256222562225622256222562225622256222562B 12 - 1 9 11'6" CLR 2256211'6" CLR 2256222562225622256222562225622256222562A 24 - 16 12 11'6" CLR 2256211'6" CLR 2256222562225622256222562225622256222562225622256222562A 15 - 4 3 11'6" CLR 2256211'6" CLR 2256222562A 3 - 1 1 11'6" CLR2256211'6" CLR D17 CANNOT BEMIRRORED3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE2152120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R20241R20241R20241RC20242A120241R20241R20241R20241R20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241R C20242A120241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R20241R20241R20241R20241R 20241R 20241R 20241R PROBLEM SOLVE2866PROBLEM SOLVE2866FOR INDUCTCONVEYORS49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVEAS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCMAS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0'UPUP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE2686926896PROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVE11'-6" CLEAR 11'6" CLR 29349293492934929349D 16 - 9 UPUP LAST 24" NOTPOWERED MASTER PANEL 30 AMP +0' 30 AMP +0' 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 8 11'6" CLR 2256211'6" CLR 22562225622256222562225622256222562D 8 - 1 AISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITE33"BELTWIDTHMIN. HAMPER/CHUTE START POINT158'-6" SORTER OALAISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITEMAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINT S0399 S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S03360" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 1" 2" 3"6" 5" 4" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" G EDC BA 20148 20148 20148 C20242 A120241R20241R20241R20241R20241R C20242 A120241R 20241R 20241R 20241R 20241R PROBLEM SOLVE 286620148 20148 20148 20148 20148 20148 20148 20148 20148 19'-7"20148201482014820148201482014820148201482014820148201482014820148 2014820148 20148 20148 C20242 A120241R20241R20241R2024 1R2024 1RPROBLEM SOLVE 286620148 20148 20148 20148 20148 20148 20148 20148 20148 201482014820148201482014820148201482014820148201482014820148201482014820148 20148 20148 20148 20241R20241R20241R2024 1R20241R 20241R20241R20241R20241R PROBLEM SOLVE 286620148 20148 20148 20148 20148 20148 20148 20148 20148 20148 20148201482014820148201482014820148201482014820148201482014820148201482014820148PROBLEM SOLV E2866PROBLEM S O L V E2866PROBLEM SOL V E2866 PROBLEM SOLVE2866 PROBLEM SOLV E2866PROBLEM S O L V E2866PROBLEM SOL V E2866 PROBLEM SOLVE2866 PROBLEM SOL V E2866PROBLEM S O L V E2866PROBLEM SOL V E2866 PROBLEM SOLVE2866 20148 16'-4"20241R2024 1R2024 1R20241R 20241R 20241R 20241R 20241R 2024 1R20241R20241R20241R C20242 A120241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R C20242 A120241R 20241R20241R20241R C20242 A120241R20241R2024 1R 1177 1171DDEVICE CHARGING STATION D 1177 1177 1177 1171D DEVICE CHARGING STATION D 1171D DEVICE CHARGING STATION D 1171DDEVICE CHARGING STATION D 20148 2014820148 2014820148 2014820148 2014820148 20148 20148201482014820148 2125PALET JACK Go Cart32.5" x 54"6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP STOOL CONES TRASH SINGLE OVERF L O W Go Cart32.5" x 54" VAN WHITE BOARDCARTCART TABLEA2732201511 2168 VIDMAR-KEEPSTOCK 10'-0"10'-0"7'-6" SHOP VAC STORAGE CABINETSTORAGE CABINETCART LIQ FLAM CABINETTOOL CART LADDER 10'-0" TRASHWORKBENCH 21952SCISSOR LIFT STORAGE 1877EXCESS SIG N A G ESORT BAGS1516EYE WASH STAT I O N 6APLACE AGAINST WALLCART TRASH AMBASSADOR BOARDFILE CABINET NO EXTERIOR MAN OR DOCKDOOR WITHIN THIS 30' RADIUSNO HEAT OR SPARK SOURCEWITHIN THIS 25' RADIUS20209TRASHWATER4A-GFI 17"x24" FLOOR MAT 20209WATER 4A-GFI 17"x24" FLOOR MAT DSPSTAND UPAREADSPSTAND UPAREADSPSTAND UPAREA 398 ASSOC I A T E S 1184 TRASH4A HOURLY HU D D L E CART ASSIGNMENT B O A R D VRI CART4A INDUCT LAB E L P R IN T E R S AAA20249 21935CARTS 4A 1177 1177 1177 1177 1177 1177 1177 1177 20148 20148 2014820148 2014820148 20148 20148201482014819'-10" 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT20241R20241RPROPOSED:MAN DOOR &DSP ENTRANCE PROPOSED:DEMISING WALL PROPOSED:DEMISING WALL 2014820148 FASTSTART AA A FASTSTART AAA2023212' 13'-2" 20148 215213'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 215213'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 215213'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 215213'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE GRAVITY CFLOW MFLOW UPUP UPUP UP UP GRAVITY CFLOW MFLOW GRAVITYCFLOWMFLOW49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 32" TOR 10" TOR 16'-4" TRASH 6A FILE CABINE T2777 TRASH 6A FILE CABINET2777 28'-5"22164DESK THERMAL CAMER A A A THERMAL CAMERA 22161TRASHSHELVING 17x24 ERGO MAT ERGO MATSTOPSTAND HERE DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 22163TRASHSANITATIONSTATION22163TRASH SANITATIONSTATION 22163TRASHSANITATIONSTATION 22163TRASHSANITATIONSTATION TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 ADDED (2) LEADERSHIP DESKS & (1) HR DESK 2228510'-0" 12'-0" 12'-0" 10'-0" 10'-0" 10'-0"ADJACENT TO RME CAGE. SHARE FENCE WALLSTORAGE STORAGE STORAGESTORAGE STORAGE ADDED MODULE 22285. MODULE HAS BEEN CUSTOMIZED TO A WIDTH OF 12 FEET AND A LENGTH OF 20 FEET. STORAGE CASES HAVE BEEN PLACEDTO ACCOMMODATE NEW DIMENSIONS.FIELD ENGINEER AS REQUIRED 6' GREEN MILE EXPANDED TO 6 FEET FOR SOCIAL DISTANCING WHERE ALLOWABLE 6' 6' PROBLEM S O L V E2866 PROBLEM S O L V E2866 PROBLEM S O L V E286660" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER L I N E 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER L I N E28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER L I N E 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LIN E 2855160" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1STOP 2FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER L I N E 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER L I N E28551 60" OV RACKS STOP 1STOP 2FINISH CARTSORTER CENTER LIN E 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LIN E 28551 60" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER L I N E28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER L I N E 28551 60" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1 STOP 2FINISH CARTSORTER CENTER LIN E 28551 60" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 28551 4 11'6"CLR PROBLEM SOLVE2866PROBLEM SO L V E2866PROBLEM SOLV E2866PROBLEM S O L V E2866 PROBLEM SO L V E2866 PROBLEM SO L V E2866PROBLEM SOLV E2866PROBLEM S O L V E2866 PROBLEM SO L V E2866 PROBLEM S O L V E2866PROBLEM SOLV E2866PROBLEM SO L V E2866 PROBLEM SO L V E2866 PROBLEM SOLVE2866 PROBLEM SOL V E2866 PROBLEM SOLV E286612 11'6"CLR 7 11'6"CLR 8 11'6"CLR11'6"CLR 12 11'6"CLR 4 11'6"CLR 12 11'6"CLR 12 11'6"CLR 12 11'6"CLR 9 11'6"CLR 1 11'6"CLR CANNOT BEMIRRORED 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 2152120241R20241R20241R2024 1R20241R 20241R20241R20241R20241R C20242 A120241R 20241R20241R20241R C20242 A120241R20241R2024 1R20241R20241R C20242 A120241R20241R20241R2024 1R2024 1R 2024 1R20241R20241R20241R C20242 A120241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R C20242 A120241R20241R20241R20241R20241R C20242 A120241R 20241R 20241R 20241R 20241R 20241R2024 1R2024 1R20241R 20241R 20241R 20241R 20241R PROBLEM SOLVE 2866PROBLEM SOLVE 286649 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVE AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCM AS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0'30 AMP+0' 30 AMP+0'UPUP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE 2686926896PROBLEM SOLVEPROBLEM SOLV E PROBLEM SO L V E UPUP 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 8 11'6"CLR AISL ES ARE EX IS T ING ON S IT EPROV I DED BY O TH ERS LOCA TI ON S VA RY BY S IT E 33"BELTWIDTH MIN. HAMPER/CHUTE START POINT 158' -6 " SOR TER OA L AISL ES ARE EX IS T ING ON S IT EPROV I DED BY O TH ERS LOCA TI ON S VA RY BY S IT E MAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINT S0399 S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S03360" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 1" 2" 3"6" 5" 4" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" G EDC BA SCALE: ############## DEMOLITION LAYOUT SCALE: 1/16" = 1'-0" KEY PLAN LAYOUT LEGEND THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE DOB NOW B00902597-I1 515 E DYER ROAD, SANTA ANA, CA 92707DLX8EQUIPMENT DEMO PLAN01-A-050.1 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------DEMOLISHED EQUIPMENT F G 30'-9" E 30'-9" D 30'-9" C 30'-9" B 30'-9" 17 18 30'30' 19 30' 20 30' 21 22 30' 23 30' 24 30' 25 26 30'30' 1 26 D G 18 B 22 A 30'-9" 4/15/24 ESFSIOORNAPLD EE NR GETI NSIEGEERRAC LF IFO OE RT NA IT AS V II LC EERRAC LF IFO OE RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 EExp. xp. 12-31-25 515 E Dyer Rd 8/22/2024 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 4 11'6"CLR 2256211'6"CLR 225622256222562PROBLEM SOLVE2866PROB LE M SOL VE2866PROB LE M SOL VE2866PROB LEM SOL VE2866 PROBLEM SO LVE2866 PROB LE M SOL VE2866PROB LE M SOL VE2866PROB LEM SOL VE2866 PROBLEM SO LVE2866 PRO BL EM SO LVE2866PRO BLE M SOL VE 2866PRO BLE M SOL VE 2866PROBLEM SO LVE 2866PRO BL EM SO LVE 2866PROB LEM SOL VE2866PRO BLE M SOL VE 2866PROBLEM SO LVE 2866PROB LEM S OLV E2866 PROB LEM S OLV E2866 PROBLEM SO LVE 2866PRO BL EM SO LVE 2866Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 21891 NO STAND ZONENO STAND ZONE21891 NO STAND ZONENO STAND ZONE21891 NO STAND ZONENO STAND ZONE1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 1160 Armada Van24' x 8' 21891 NO STAND ZONENO STAND ZONE12 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562225622256222562G 21 - 10 12 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562225622256222562E 24 - 13 7 11'6"CLR 2256211'6"CLR 225622256222562225622256222562D 24 - 18 8 11'6"CLR 2256211'6"CLR 22562225622256222562225622256222562C 8 - 1 9 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562G 9 - 1 12 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562225622256222562E 12 - 1 4 11'6" CLR 2256211'6"CLR 225622256222562C 24 - 21 12 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562225622256222562C 20 - 9 12 11'6"CLR 2256211'6" CLR 2256222562225622256222562225622256222562225622256222562B 24 - 13 12 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562225622256222562B 12 - 1 9 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562A 24 - 16 12 11'6"CLR 2256211'6"CLR 2256222562225622256222562225622256222562225622256222562A 15 - 4 3 11'6"CLR 2256211'6"CLR 2256222562A 3 - 1 1 11'6"CLR2256211'6"CLR D17 CANNOT BEMIRRORED3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 1160 Armada Van24' x 8'20241R20241R20241R20241R20241R20241R 20241R 20241R 20241R C20242A120241R 20241R 20241R 20241R C20242A120241R20241R20241R20241R 20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R 20241R C20242A120241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R20241R20241R20241R20241R 20241R 20241R 20241R PROBLEM SOLVE2866PROBLEM SOLVE2866FOR INDUCTCONVEYORS49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVEAS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCMAS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0'30 AMP+0' 30 AMP+0'UPUP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE2686926896PROBLEM SOLVEPROBLEM SOLVEPROBLEM S OLV E 11'-6" CLEAR 11'6"CLR 29349293492934929349D 16 - 9 UPUP LAST 24" NOTPOWERED MASTER PANEL 30 AMP+0' 30 AMP+0' 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 3 11'6"CLR 2256211'6"CLR 2256222562G 24 - 22 8 11'6" CLR 2256211'6"CLR 22562225622256222562225622256222562D 8 - 1 AISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITE33"BELTWIDTH MIN. HAMPER/CHUTE START POINT158'-6" SORTER OALAISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITEMAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINT S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S0336G EDC BA 3'-6" 2'Required Clearance2'2' 1'-312" 3'-1114" SECTION A WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 WB-67 1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND21581 DO NOT SIT OR LEANDO NOT SIT OR LEAN DO NOT SIT OR LEAN21581 DO NOT SIT OR LEANDO NOT SIT OR LEAN DO NOT SIT OR LEAN1168FILE CABINETGEMBA BOARD TRASH4A6A3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT1 CCTV DISPLAYPOTS ME R C U R Y D I S P L A Y 3A215433'x5' W/DBL. STCK. TAPE ERGO MATERGO MATDSPSTAND U PAREA DSPSTAND UPAREADSP STAND UPAREATRASH20210TEAM LIFT CONE1638 21930PALLET JACKPALLET JACKPALLET JACKPALLET JACKPALLET JACK33 IN PALLET JACK2940WB-67 20176WINTER SUP PLI ES2318DOCK PLATEDOCK PLATETEAM LIF T2828 SORTABLENON SORT 2782 RETU RN TO SOR T CEN TER 21501 FILE CABINET GEMBA BOARD TRASH 6A 2125PALET JACKGo Cart32.5" x 54"6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP ST OOL CONES TRASHSINGL E OVE RF LOW Go Cart32.5" x 54" VAN WHITE BOARDCARTCART TABLEATRASH PPE VENDING MACHINE 27342015320151120151127322168 VIDMAR-KEEPSTOCK 10'-0"10'-0" 7'-6" 7'-6" SHOP VAC STORAGE CABINETSTORAGE CABINET EYE WA SH S TAT IO N CART LIQ FLAM CABINET 4'-6"TOOL CART 6A LAD DER 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT10'-0" 10'-0"10'-0"10'-0" TRASHTRASH DROP ZON E WORKBENCH 21952SCISSOR LIFT STORAGE12A22071516 EYE WASH STATION6ACART TR ASH AMBASSADOR BOARD FILE CABINET20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT TRASH PPE VENDING MACHINE27342015320209TRASHWATER4A-GFI17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 1183ASSOICATE ENTRANCE INDUCT LABEL PRINTERS AAA20249 SUPPLIESSUPPLIESSUPPLIES219281177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND20209TRAS H WATE R4A-GFI17"x24" FLOOR MAT20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT PROPOSED: MAN DOOR & DSP ENTRANCE PROPOSED: DEMISING WALL PROPOSED: DEMISING WALL 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209TRASHWATER4A-GFI17"x24" FLOOR MATFASTSTART AA A FASTSTART AAA20232 TRASH3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT4AWHITE BOA RD GEMBA BOA RD 2912GEMBA BOARD TRASH3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT4ACONE20185 CONECONEVOD BOARD20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT MERCURY DISPLAY3A21543TRA SH TRASH1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRASH TRASH1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRA SH TRA SH1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRAS H TRA SH1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTRAS H TRA SH1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOL TRAS H TRA SH1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOL TRASH TRAS H1700 30A30A CONE CONE CONE CONE STEP STOOL STEP STOOLTDR ENTRANCE TRASH 6A FILE CABINET2777 TRASH 6A FILE CABINET2777 WB-67 WB-67 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 22237 TRASH ER G O M A TTDR C ART 4A4A FILE C A B I N E T A TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0"10'-0" 10'-0"10'-0"STORAGESTORAGESTORAGESTORAGE STORAGE TRASH 6A FILE CABINET2777 5S TAPEEXCESS SIGNAGE HEAT STRESSMISCMISCMISCMISC1877CARTS 4A 2193511771177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH 6A FILE CABINET2777 20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' E R G O M A T ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' E R G O M A T ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3 ' E R G O M A T ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' E R G O M A T ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' E R G O M A T ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' E R G O M A T ERGO MATGo Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING TRASH VRI CART 4A HOURLY HUDDLE CART 4A 22873 8'-10" Go Cart32.5" x 54" Go Cart32.5" x 54"Go Cart32.5" x 54" Go Cart32.5" x 54"2X-SWA278047'-6" 7'-6" 2'-6" 10'-0"10'-0"10'-0" 10'-0"10'-0"10'-0"VIDMAR-KEEPSTOCKLADDERLIFT CRANESTORAGE CABINETS 20A 26646 20A 26646 20A 26646 20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3 ' E R G O M A T ERGO MATGo Cart32.5" x 54" Go Cart32.5" x 54" GO CART STAGING GO CART STAGING SCOPE OF WORK POWERED CONVEYOR 158'-6" LINEAR FEET TYPICAL ELEVATION 48" A.F.F INBOUND ELEVATION AT 32" T.O.R. INCLINING ACROSS THE GAPPING BELT TO 48" AT THE SCAN BELT. EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. NA AMZL PACKAGE SIZE Package Type Height (in)Length (in)Width (in)Weight (Lbs) MinMaxMinMaxMinMaxMinMax Box 0.5 (12.7 mm) 26 (660.4 mm) 6 (152.4 mm) 42 (101.6 mm) 4 (101.6 mm) 33 (839.2 mm)<1 (0.45 kg) 50 (22.67 kg)Bag Jiffy/Wallet1 (25.4mm)9 (228.6mm)4 (101.6mm) OVERALL LAYOUT SCALE: 1/64" = 1'-0" PACKAGE SIZE NOTES THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8OVERALL FLOOR PLAN01-A-201.1 01/31/20241------------2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------LAYOUT LEGEND NEW EQUIPMENT RELOCATED EQUIPMENT FENCING ADTA #1 COMPRESSOR 4/15/24 ESFSIOORNAPLD EE NR GETI NSIEGEERRAC LF IFO OE RT NA IT AS V II LC EERRAC LF IFO OE RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 EExp. xp. 12-31-25 515 E Dyer Rd 8/22/2024 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 4 11'6" CLR 22562225622256222562PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE28662256222562225622256222562225627 11'6" CLR 225622256222562225622256222562225628 11'6" CLR 225622256222562225622256222562225622256212 11'6" CLR 2256222562225622256222562225622256222562225622256222562225624 11'6" CLR 2256222562225622256212 11'6" CLR 22562225622256222562225622256222562225622256222562225622256212 11'6" CLR 22562225622256222562225622256222562225622256222562225622256212 11'6" CLR 2256222562225622256222562225622256222562225622256222562225629 11'6" CLR 22562225622256222562225622256222562225622256212 225622256222562225621 11'6" CLR22562 CANNOT BEMIRRORED3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE2152120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R20241R20241R20241RC20242A120241R20241R20241R20241R20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241R C20242A120241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R20241R20241R20241R20241R 20241R 20241R 20241R PROBLEM SOLVE2866PROBLEM SOLVE286649 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVEAS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCMAS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0'UPUP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE2686926896PROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVE11'-6" CLEAR2934929349 2934929349UPUP 30 AMP +0' 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 8 11'6" CLR 2256222562225622256222562225622256222562AISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITE33"BELTWIDTHMIN. HAMPER/CHUTE START POINT158'-6" SORTER OALAISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITEMAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINT S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S0336G EDC BA 3'-6" 2'Required Clearance2'2' 1'-312" 3'-1114" 1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND3A21543TEAM LIFT CONE1638 SORTABLENON SORT2782 RETURN TO SORT CENTER21501 FILE CABINET GEMBA BOARD TRASH 6A 2125PALET JACKGo Cart 32.5" x 5 4 "6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP STOOLCONES TRASHSINGLE OVERFLOWGo Cart 32.5" x 5 4 " VAN WHITE BOARDCARTCARTTABLEATRASH PPE VENDING MACHINE27342015320151120151127322168 VIDMAR-KEEPSTOCK 10'-0"10'-0"7'-6"7'-6"SHOP VAC STORAGE CABINETSTORAGE CABINET EYE WASH STATIONCART LIQ FLAM CABINET 4'-6"TOOL CART 6ALADDER 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT10'-0" 10'-0"10'-0"10'-0" TRASHTRASH DROP ZONEWORKBENCH 21952SCISSOR LIFT STORAGE12A22071516 EYE WASH STATION6ACART TRASHAMBASSADOR BOARD FILE CABINET20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209TRASHWATER4A-GFI17"x24" FLOOR MAT1183INDUCT LABEL PRINTERS AA A20249 SUPPLIESSUPPLIES219281177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND20209TRASHWATER4A-GFI17"x24" FLOOR MATPROPOSED: MAN DOOR & DSP ENTRANCE PROPOSED: DEMISING WALL FASTSTART AA A FASTSTART AA A20232 3A TRASH 6A FILE CABINET2777 TRASH 6A FILE CABINET2777 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0"10'-0"10'-0"10'-0"STORAGESTORAGESTORAGESTORAGE STORAGE TRASH 6A FILE CABINET2777 5S TAPEEXCESS SIGNAGE HEAT STRESSMISCMISCMISCMISC1877CARTS 4A 2193511771177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH 6A FILE CABINET2777 TRASH VRI CART 4A HOURLY HUDDLE CART 4A 22873278047'-6"7'-6"2'-6" 10'-0"10'-0"10'-0" 10'-0"10'-0"10'-0"VIDMAR-KEEPSTOCKLADDERLIFT CRANESTORAGE CABINETS 20A 26646 20A 26646 20A 26646 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2FINISH CARTSORTER CENTER LIN E 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 28551 60" OV RACKS STOP 1STOP 2FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISH CARTSORTER CENTER LINE 2855160" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LINE28551 60" OV RACKSSTOP 1STOP 2FINISH CART SORTER CENTER LIN E28551 60" OV RACKS STOP 1 STOP 2FINISH CARTSORTER CENTER LIN E 28551 60" OV RACKSSTOP 1 STOP 2 FINISH CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINISH CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 28551 60" OV RACKSSTOP 1 STOP 2 FINIS H CART SORTER CENTER LINE28551 60" OV RACKS STOP 1 STOP 2 FINIS H CARTSORTER CENTER LINE 28551 4 11'6"CLR PROBLEM SOLVE 2866PROBLEM S O L V E2866PROBLEM SO L V E2866PROBLEM SOLVE2866 PROBLEM S O L V E2866 PROBLEM S O L V E2866PROBLEM SO L V E2866PROBLEM SOLVE2866 PROBLEM S O L V E2866 PROBLEM SOLVE2866PROBLEM SO L V E2866PROBLEM S O L V E2866 PROBLEM S O L V E2866 PROBLEM SOL V E2866 PROBLEM SO L V E2866 PROBLEM SO L V E286612 11'6"CLR 7 11'6"CLR 8 11'6"CLR11'6"CLR 12 11'6"CLR 4 11'6"CLR 12 11'6"CLR 12 11'6"CLR 12 11'6"CLR 9 11'6"CLR 1 11'6"CLR CANNOT BEMIRRORED3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 2152120241R2024 1R20241R20241R20241R20241R20241R20241R20241R C2024 2 A120241R 20241R20241R20241R C2024 2 A12024 1R20241R20241R20241R20241R C20242 A120241R20241R20241R20241R20241R20241R20241R2024 1R20241R C20242 A120241R20241R20241R20241R20241R 20241R20241R20241R20241R C20242 A12024 1R2024 1R20241R20241R2024 1R C20242 A120241R 20241R20241R20241R20241R 20241R20241R20241R20241R 20241R20241R20241R20241R PROBLEM SOLVE 2866PROBLEM SOLVE286649 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR AS - DRIVE AS - DRIVE OPP - DRIVE OPP - DRIVE AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCM AS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0' 30 AMP+0'30 AMP+0' 30 AMP+0' UP UP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE2686926896PROBLEM SOLVE PROBLEM S O L V E PROBLEM S O L V E UPUP 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 8 11'6"CLR AISLES A RE E X IS TI NG O N S IT E PROV ID ED B Y O THE RS LOC AT I ONS VA RY B Y S IT E 33"BELTWIDTH MIN. HAMPER/CHUTE START POINT 158 ' -6 " SORT ER OA L AISLES A RE E X IS TI NG O N S IT E PROV ID ED B Y O THE RS LOC AT I ONS VA RY B Y S IT E MAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINT S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S0336G EDC BA 1177 1171D DEVICE CHARGING STATION D 1177 1177 1177 1171D DEVICE CHARGING STATION D 1171D DEVICE CHARGING STATION D 1171D DEVICE CHARGING STATION D TEAM LIFT CONE1638 SORTABLE NON SORT 2782 RETURN TO S O R T C E N T E R2125PALET JACK 6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP STOO L CONES TRASHSINGLE OVERFLO W VAN WHITE BOARD CARTCART TABLE A27322168 VIDMAR-KEEPSTOCK 10'-0"10'-0"7'-6" SHOP VAC STORAGE CABINETSTORAGE CABINETCART LIQ FLAM CABINETTOOL CART LADDER 10'-0" TRASHWORKBENCH 21952SCISSOR LIFT STORAGE 1516 EYE WASH STATION6ACART TRASH AMBASSADOR BOARD FILE CABINET 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 WATER 4A-GFI 17"x24" FLOOR MAT INDUCT LABEL PRINTERS AAA20249 1177 1177 1177 1177 1177 117720209TRASH WATER4A-GFI17"x24" FLOOR MATPROPOSED:MAN DOOR &DSP ENTRANCE PROPOSED: DEMISING WALL PROPOSED: DEMISING WALL FASTSTART AAA FASTSTART AAA20232 DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 TRASH 4A22291 TRASH 4A22291 TRASH 4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0"10'-0" 10'-0"10'-0" STORAGE STORAGE STORAGESTORAGE STORAGE MISC MISC MISC MISC CARTS 4A 2193511771177 1171D DEVICE CHARGING STATION D 1171DDEVICE CHARGING STATION D DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 TRASH VRI CART 4A HOURLY HUDDLE CART 4A 22873278047'-6" 7'-6" 2'-6" 10'-0"10'-0"10'-0" 10'-0"10'-0"10'-0" VIDMAR-KEEPSTOCK LADDERLIFT CRANE STORAGE CABINETS 20A26646 20A26646 26646 ADTA #1 COMPRESSOR 1 26 D SCALE: 1/256" = 1'-0" FOCUS AREA LAYOUT SCALE: 1/16" = 1'-0" 17 18 30'30' F G 30'-9" G 18 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8FOCUS AREA FLOOR PLAN01-A-201.2 1/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------KEY PLAN LAYOUT LEGEND NEW EQUIPMENT RELOCATED EQUIPMENT FENCING 19 30' 20 30' 21 22 30' 23 30' 24 30' 25 26 30'30' E 30'-9" D 30'-9" C 30'-9" B 30'-9" B !"#$"%! (6)6,2 251$3/'((15 *(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8EQUIPMENT ELEVATION VIEWS01-A-601.1 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------TYP. ADTA - ELEVATION VIEW SCALE: 38" = 1'-0" TYP. SORTER/HAMPERS - ELEVATION VIEW SCALE: 38" = 1'-0" TYP. SORTER/HAMPERS - FRONT VIEW SCALE: 38" = 1'-0" COATED STRAIGHT ROLLER CONVEYOR MERGE ALIGNER CULLING BELT GAPPING BELT SCANNING BELT BELTED CURVE BELTED CURVEHAMPER SCANNER JACKPOT CONVEYOR 158'-6" ADTA #1 SORTER LENGTH INTRALOX HMI EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS NOTED IN THESE LOCATIONS. FOOT ANCHORED TO CONCRETE FLOOR. FOOT ANCHORED TO CONCRETE FLOOR. 2'-8"4' 4'3'-4" FLOW DIRECTION FLOW DIRECTION FOOT ANCHORED TO CONCRETE FLOOR. FOOT ANCHORED TO CONCRETE FLOOR. 4/15/24 (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV. DESCRIPTION DATE BY5225 W LAKESHORE DR., BUILDING 460 PORT CLINTON, OH 43452 PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8 FENCING EQUIPMENT ELEVATION VIEWS 01-A-601.2 01/31/20241 ---- ---- ----2 ---- ---- ----3 ---- ---- ----4 ---- ---- ----H. FOX5 ---- ---- ----6 ---- ---- ----7 ---- ---- ----8 ---- ---- ----9 ---- ---- ----10 ---- ---- ----TYP. ADTA - ELEVATION VIEW SCALE: 3 8" = 1'-0" TYP. SORTER/HAMPERS - ELEVATION VIEW SCALE: 3 8" = 1'-0" TYP. SORTER/HAMPERS - FRONT VIEW SCALE: 3 8" = 1'-0" 4' 3' 4'4' 2' 4' 6'-7" TYP. FLOW DIRECTION FLOW DIRECTION EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS NOTED IN THESE LOCATIONS. FOOT ANCHORED TO CONCRETE FLOOR. FOOT ANCHORED TO CONCRETE FLOOR. FOOT ANCHORED TO CONCRETE FLOOR. FOOT ANCHORED TO CONCRETE FLOOR. 4/15/24 (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 92778 92778 EExp. xp. 12-31-25 515 E Dyer Rd 8/22/2024 1 6 MIN EMERGENCY STOP CABLE STAND SCALE: 1:2 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8EMERGENCY STOP CABLE STAND01-A-901.1 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------2'-4 1 4" SPECIAL INSPECTION FOR POST INSTALLED ANCHORS IS REQUIRED PER ACI-318 AND ICC ELC-3814 REPORT ALL EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. INSTALL WITH hILTI HIT-HY 200-R V3 ADHESIVE. ICC-ES LISTING REPORT ELC-3814. 4/15/24 (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S 515 E Dyer Rd 8/22/2024 LEGEND: SCALE: 112" = 1'-0" SINGULATOR BELT CURVE SCAN BELT GAPPING BELT CULLING BELT INTRALOX SORTER JACKPOT BELT HAMPER CONVEYOR DRIVE & INTERMEDIATE WEIGHTS (EXCLUDING SUPPORT STEEL WEIGHT) CONVEYOR MODEL DRIVE SECTION DL (LBS) INTERMEDIATE DL (LBS/FT) LIVE LOAD (LBS/FT) LENGTH DRIVE SECTION DL+ LL DRIVE SECTION (LBS PER LEG) LENGTH INTERMEDIATE SECTION DL+LL INTERMEDIATE SECTION (LBS PER LEG) SINGULATOR 2800 0 50 20 316 N/A N/A CULLING BELT 1400 0 50 14 350 N/A N/A GAPPING BELT 1500 0 50 9 487 N/A N/A SCANNING BELT 1300 0 50 11.1250 464 N/A N/A INTRALOX SORTER 1261 50 50 3 353 8 400 CURVE BELT 1100 0 50 8 375 N/A N/A JACKPOT BELT 900 0 50 5 287 N/A N/A GENERAL: SCOPE OF WORK: INSTALLATION NOTES: 1. CONTENTS OF THIS SUBMITTAL SHOWS THE INTENDED APPLICATION OF CONVEYOR COMPONENTS FOR INSTALLATION. SCOPE OF WORK DOES NOT INCLUDE ANY STRUCTURAL SUPPORTS OR FRAMING ASSOCIATED WITH THE BUILDING STRUCTURE. 2. DIMENSIONS SHOWN HEREIN HAVE BEEN DETERMINED PER THE CONTRACT DOCUMENTS AND ARE FOR DESIGN REFERENCE ONLY. ALL CONDITIONS SHALL BE VERIFIED PRIOR TO ERECTION. 3. INSTALLER MUST VERIFY BUILDING CONDITIONS PRIOR TO INSTALLATION. 1. MODIFICATION OF EXISTING AND INSTALLATION OF ADDITIONAL CONVEYORS, SORTATION EQUIPMENT, AND SUPPORT EQUIPMENT. 2. THE CONTRACTOR (SYSTEM INTEGRATOR) IS RESPONSIBLE FOR SUPPLYING AND INSTALLING AN AUTOMATED PACKAGE HANDING SORTATION SYSTEM. SYSTEM INTEGRATOR RESPONSIBILITIES INCLUDE THE FOLLOWING: 2.1. SYSTEM DESIGN LAYOUT. 2.2. INSTALLATION OF THE CONVEYOR EQUIPMENT SYSTEM. 2.3. INSTALLATION OF THE COMPRESSOR AND RELATED PIPING. 2.4. UL APPROVED PRE-CONFIGURED/ASSEMBLED ELECTRICAL CONTROLS INSTALLED. 2.5. DEVELOPMENT AND DEPLOYMENT OF RELATED CONVEYOR CONTROLS. 2.6. SYSTEM STARTUP AND COMMISSIONING. 2.7. ELECTRICAL IMPLEMENTATION IS NOT INCLUDED IN THIS SCOPE OF WORK AND WILL BE PROVIDED AND PERMITTED BY OTHERS. 3. NO BUILDING ALTERATIONS, EXCEPTION OF ANCHORING PRE-ASSEMBLED EQUIPMENT INTO CONCRETE SLAB. 4. NO HVAC IN SCOPE OF WORK. 5. NO PLUMBING IN SCOPE OF WORK. 6. NO FIRE PROTECTION IN SCOPE OF WORK. 7. NO NEW OR REMOVED FIXTURES IN SCOPE OF WORK. 1. COMPONENTS SHALL BE SQUARELY ATTACHED TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT AGAINST A BUTTING MEMBER. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. 2. TEMPORARY BRACING SHALL BE PROVIDED AND REMAIN IN PLACE UNTIL COMPLETELY STABILIZED. 3. CONVEYOR SUPPORTS ON 10'-0" CENTER MAXIMUM UNLESS OTHERWISE SPECIFIED (FLOOR MOUNTED). 4. BOTH END SUPPORTS OF INTERLOX SORTER SHALL BE BOLTED TO CONCRETE FLOOR WITH ONE ANCHOR BOLT THROUGH EACH FOOT. 5. CENTER SUPPORTS OF INTERLOX SORTER SHALL BE BOLTED TO CONCRETE FLOOR WITH ONE ANCHOR BOLT THROUGH EVERYOTHER FOOT IN A STAGGARED PATTERN SO THAT THERE IS ONE BOLT PER LEG ASSEMBLY. 6. BOTH CURVE AND JACKPOT CONVEYORS SHALL BE BOLTED TO CONCRETE FLOOR WITH ONE BOLT PER FOOT. ANCHORAGE NOTES: STRUCTURAL DESIGN SPECIFICATIONS: 1.LOADING: CONVEYOR LOADING - SEE CONVEYOR LOAD CHART ON THIS SHEET 2.MAXIMUM CONVEYOR SUPPORT HEIGHTS TO T.O. CONV: CONVEYOR LEGS SUPPORTED FROM SLAB: 4'-0" 3.SEISMIC LOAD DESIGN FACTORS: ANALYSIS PROCEDURE: ______________________________________ SPECTRAL RESPONSE:Ss= 1.27 S1= 0.46 SDs= 1.09 SD1= 0.78 OCCUPANCY RISK CATEGORY: II SEISMIC DESIGN CATEGORY:E SOIL SITE CLASS:D-DEFAULT 4.EXISTING SLAB INFORMATION: SLAB ON GRADE THICKNESS: 6" (ASSUMED) SLAB ON GRADE COMPRESSIVE STRENGTH (f'c): 4000 PSI APPLICABLE CODES: ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES: 2022 CALIFORNIA EXISTING BUILDING CODE 2022 CALIFORNIA GREEN BUILDING CODE 2022 CALIFORNIA BUILDING CODE (CBC) SANTA ANA MUNICIPAL CODE OCCUPANCY AND BUILDING CODE REVIEW: LIFE SAFETY CODE REVIEW: 1. MINIMUM CORRIDOR WIDTH: 44" (CBC 1020.3) 2. MAXIMUM DEAD END CORRIDOR:50' (CBC 1020.5, EX. 2) 3. REMOTENESS OF EXITS: 13 DIAGONAL (CBC 1007.1.1, EX.2) 4. MAXIMUM TRAVEL DISTANCE: 400' (CBC 1017.2.2) 1. OCCUPANCY: S-1 2. CONSTRUCTION: III-B 3. FIRE SPRINKLERS: YES 4. TOTAL AREA IN BUILDING, SQ.FT: 165,946 5. TOTAL AREA OF ALTERATION, SQ.FT: 41,506 6. NUMBER OF LEVELS: 1 *S.E. TO CONFIRM ALL CODES ARE LISTED AND TO DATE* *NOTES PROVIDED BY S.E.* AMAZON DLX8 515 E DYER ROAD, SANTA ANA, CA 92707 GENERAL PROJECT NOTES 33"BELTWIDTHMIN. HAMPER/CHUTE START POINTMAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINTS THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8GENERAL NOTES02-S0.1 01/31/20241 ------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------SPECIAL INSPECTIONS FOR POST INSTALLED ANCHORS FOR PRE-ASSEMBLED EQUIPMENT IS REQUIRED PER ACI-318 AND ICC ESR-3027 OR ICC ESR-5065 REPORTS. INSPECTION SHALL BE DONE AT TIME OF INSTALLATION. (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8CONVEYOR ANCHOR EMBEDMENT02-S3-1.1 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------CONVEYOR ANCHOR EMBEDMENT INTRALOX SORTER LEG ASSEMBLY DETAILS SCALE: N.T.S. LOGISTIQ CASTER SUPPORT FULL ASSEMBLY SCALE: N.T.S. LOGISTIQ CASTER SUPPORT DETAIL A SCALE: N.T.S. 6" SLAB THICKNESS USE (2) CASTER WELDMENTS FOR TRANSPORTATION. REMOVE AND RETURN TO LOGISTIQ AFTER INSTALLATION. LAVERS ALLOW FOR 5" OF ADJUSTMENT 38.48 [977.5] 24.80 [630.0] 12.25 [311.1] DETAIL A SECTION A-A A A A PARTS LIST ITEM QTY PART NUMBER TITLE BRAND ARTICLE # 1 1 DPP-1781492 LEG BOLTED CROSSMEMBER PART 2 2 DPP-1781488 LEG BOTTOM COVER BRACKET PART 3 2 DPP-1781491 LEG CASTER GUSSET PART 4 2 DPP-1781489 LEG GUSSET PART 5 2 DPP-1781493 LEG LEVELER MOUNT PART 6 2 DPP-1781490 LEG UPRIGHT PART 7 2 DPP-0336601 4" CASTER COLSON 4.04109.539 8 2 DPP-0318629 FASTENERS JAM NUT PART ISO 4035 M20 CS 9 2 DPP-1061696 MECHANICAL LEVELER PART MOVEX 91403Z 3 2 4 3 2 4 1 6 8 9 7 6 8 9 7 5 2X HEX HEAD CAP SCREW, M10x1.5, 40 mm LONG, 8.8 MINIMUM, USE W/ FLAT WASHER AND SPLIT-LOCK WASHER, TORQUE TO 40 Nm [30 ft-lb] AND APPLY TORQUE PAINT ICC ESR-3027, ICC ESR-5056, ICC ESR-4266. HILTI KH-EZ ICC ESR-3027, ICC ESR-5056ICC ESR-4266. ANCHORING DETAILS CONVEYOR MODEL REQUIRED ANCHORS PER FOOT/BASE PLATE ANCHOR DIAMETER dbit (IN) MIN EMBEDMENT LENGTH ho (IN) INTRALOX SORTER 1 0.375 2.25 CURVE BELT 1 0.375 2.25 JACKPOT BELT 1 0.375 2.25 EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS IS REQUIRED PER ACI-318 AND ICC ESR-3027 REPORT OR ICC ESR-5056 OR ICC ESR-4266. (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8CONVEYOR SUPPORT DETAILS02-S3-1.2 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------CONVEYOR SUPPORT DETAILS EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. INTRALOX SORTER LEG - DETAILS SCALE: N.T.S. LOGISTIQ CASTER SUPPORT SCALE: N.T.S. LOGISTIQ CASTER SUPPORT LEG SCALE: N.T.S. D.100 with holes ARTICULATED FOOT 15° L M 22 Ø 100 L2 19.5 Ø 74 Ø 12.5 SPINDLE TYPE Ø 19 mmType 15B 2.5 ØdS MØDSACCESSORIES Nuts: UNI 5588-65 Packaging: 25 pieces code FE.ZN code INOX Nuts M S 171338 171339 16 24 13 171340 171341 20 30 16 171342 171343 24 36 19 ØdS MØDSWasher: UNI 6592-69Packaging: 25 pieces code FE.ZN code INOX Washers ø d.ø D S 171358 171359 17 30 3 171360 171361 21 37 3 171362 171363 25 44 4 Spindle M L mm L2mm Code Assembled Code Material Type Base Spindle FE.ZN 15A 18.000 M16 13 100 70 176400 821577C 831470 150 120 176401 831472 190 160 176402 831474 210 180 176403 831476 20.000 M20 16 110 80 176404 831478 145 115 176405 831480 190 160 176406 831482 220 190 176407 831484 15B M24 19 125 95 176408 821578C 831486 155 125 176409 831488 195 165 176410 831490 INOX 15A 18.000 M16 13 100 70 176450 821577C 831469 150 120 176451 831471 190 160 176452 831473 210 180 176453 831475 20.000 M20 16 110 80 176454 831477 145 115 176455 831479 190 160 176456 831481 220 190 176457 831483 15B M24 19 125 95 176458 821578C 831485 155 125 176459 831487 195 165 176460 831489 ANTI-SLIP PAD Anti-slip pad: oil resistant rubber, 70 shore hardness. Code: 171314 MATERIAL INFORMATION Spindle, nut and washer (see table): INOX Stainless Steel AISI 304 FE.ZN Zinc Plated Base: Reinforced polyamide. Characteristics: The foot can be fixed to the floor by opening the signs marked on the base. General tolerance on total height L ± 2 mmØ 14.5 mmType 15A 10 LEVELING PADS - MCC11015E - Form 22101E - © System Plast S.r.l. , 2010 - All Rights Reserved Ø 4.840" 0.890" 9.320"8.080" Ø0.750" R 0.260" 3.880" CONVEYOR DRIVE & INTERMEDIATE WEIGHTS (EXCLUDING SUPPORT STEEL WEIGHT) CONVEYOR MODEL DRIVE SECTION DL (LBS) INTERMEDIATE DL (LBS/FT) LIVE LOAD (LBS/FT) LENGTH DRIVE SECTION DL+ LL DRIVE SECTION (LBS PER LEG) LENGTH INTERMEDIATE SECTION DL+LL INTERMEDIATE SECTION (LBS PER LEG) SINGULATOR 2800 0 50 20 316 N/A N/A CULLING BELT 1400 0 50 14 350 N/A N/A GAPPING BELT 1500 0 50 9 487 N/A N/A SCANNING BELT 1300 0 50 11.1250 464 N/A N/A INTRALOX SORTER 1261 N/A 50 3 353 N/A N/A INTRALOX INTERMEDIATE SORTER SECTION N/A 50 50 N/A N/A 8 400.0 CURVE BELT 1100 0 50 8 375 N/A N/A JACKPOT BELT 900 0 50 5 287 N/A N/A (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8CONVEYOR SUPPORT DETAILS 202-S3-1.3 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------CONVEYOR SUPPORT DETAILS 2 EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. CONVEYOR DRIVE & INTERMEDIATE WEIGHTS (EXCLUDING SUPPORT STEEL WEIGHT) CONVEYOR MODEL DRIVE SECTION DL (LBS) INTERMEDIATE DL (LBS/FT) LIVE LOAD (LBS/FT) LENGTH DRIVE SECTION DL+ LL DRIVE SECTION (LBS PER LEG) LENGTH INTERMEDIATE SECTION DL+LL INTERMEDIATE SECTION (LBS PER LEG) SINGULATOR 2800 0 50 20 316 N/A N/A CULLING BELT 1400 0 50 14 350 N/A N/A GAPPING BELT 1500 0 50 9 487 N/A N/A SCANNING BELT 1300 0 50 11.1250 464 N/A N/A INTRALOX SORTER 1261 N/A 50 3 353 N/A N/A INTRALOX INTERMEDIATE SORTER SECTION N/A 50 50 N/A N/A 8 400 CURVE BELT 1100 0 50 8 375 N/A N/A JACKPOT BELT 900 0 50 5 287 N/A N/A 37.00 34.507.41 28.50 36.41 34.507.41 28.50 37.00 40.386.66 27.50 CURVE SCANNING BELT 1 SINGULATOR 31.81 34.507.41 23.38 22.11 34.507.41 14.38 GAPPER 1 21.00 34.509.41 13.50 H1 W1W2 H2 SCANNING BELT 2 GAPPER 2 REFERENCE STANDARD SUPPORT F (LBS)F (LBS) 316 487 487 487 464 375 375 487 316 CULLING BELT 21.00 34.509.41 13.50 350350 464 464 464 34.11 9.88 24.80 INTRALOX DRIVE 9.06 W3 1.67 34.11 9.88 24.80 INTRALOX INTERMEDIATE 1.67 353353 651 651 9.06 7.06 7.06 6.31 7.06 7.06 (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 41 2" 41 2" 6" SLAB THICKNESS 1 4" ho FENCE & CAMERA ANCHOR EMBEDMENT THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8FENCE & CAMERA ANCHORING EMBEDMENT02-S4.1.1 01/31/20241ADDED FENCE BASE PLATE DETAILS7/16/2024DLC2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------ANCHORING DETAILS MODEL REQUIRED ANCHORS PER FOOT/BASE PLATE ANCHOR DIAMETER dbit (IN) MIN EMBEDMENT LENGTH ho (IN) FENCE POST 2 0.375 2.00 CAMERA FRAME 4 0.375 2.75 1.LOCATE POSTS PER SITE SPECIFIC DRAWING 2.MARK ALL TWO HOLES ON CONCRETE FLOOR (OPPOSITE CORNERS) 3.DRILL USING A HAMMER DRILL OR HOLLOW DRILL BIT TO A DEPTH OF ho +/- 1 8" 4.CLEAN HOLE OF DEBRIS AND DUST WITH SHOP VAC. 5.INSTALL HILTI KWIK HUS SHOWN IN THE ATTACHED TABLE (TYP) EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. SPECIAL INSPECTION FOR CAMERA FRAME FOR POST INSTALLED ANCHORS IS REQUIRED PER ACI-318 AND ICC ESR-3027 REPORT OR ICC ESR-5056 OR ICC ESR-4266. CAMERA STAND ANCHORING LOCATIONS SHOWN ON SHEET 09-K-002.3. FENCE ANCHORING LOCATIONS SHOWN ON SHEET 09-K-002.4. 6" x 6" x 0.25" (TYP) 1 1 (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25 07/17/24 515 E Dyer Rd 8/22/2024 2'-812" 11 4" PLATFORM POST EXTENSION 18" 18" FOOT PLATE 6" x 6" 12" PLATE EXTENSION ANGLE 3 3 8" x 3 3 8" 7ga Commercial Grade POST FLOOR ANCHOR HILTI KH-EZ (ICC-ESR-3027, ICC-ESR-5056, ICC-ESR-4266.) SEE CHART FOR SIZE.CONCRETE SLAB TYPICALLY 6" THICK dbit ho PLATFORM ANCHOR EMBEDMENT THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8PLATFORM ANCHOR EMBEDMENT02-S4.1.3 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------ANCHORING DETAILS MODEL REQUIRED ANCHORS PER FOOT/BASE PLATE ANCHOR DIAMETER dbit (IN) MIN EMBEDMENT LENGTH ho (IN) PLATFORM SUPPORT 1 0.500 4.25 1. LOCATE POSTS PER SITE SPECIFIC DRAWING 2. MARK ALL TWO HOLES ON CONCRETE FLOOR (OPPOSITE CORNERS) 3. DRILL USING A HAMMER DRILL OR HOLLOW DRILL BIT TO A DEPTH OF ho +/- 18" 4. CLEAN HOLE OF DEBRIS AND DUST WITH SHOP VAC. 5. INSTALL HILTI KWIK HUS SHOWN IN THE ATTACHED TABLE (TYP) EQUIPMENT SHIPPED PARTIALLY PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 STAIR ANCHOR EMBEDMENT THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8STAIR ANCHOR EMBEDMENT02-S4.1.4 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------ANCHOR POINT STAIRWAY FLOOR ANCHORING DETAIL ANCHORING DETAILS MODEL REQUIRED ANCHORS PER FOOT/BASE PLATE ANCHOR DIAMETER dbit (IN) MIN EMBEDMENT LENGTH ho (IN) STAIRS 1 0.500 4.25 1. LOCATE POSTS PER SITE SPECIFIC DRAWING 2. MARK ALL TWO HOLES ON CONCRETE FLOOR (OPPOSITE CORNERS) 3. DRILL USING A HAMMER DRILL OR HOLLOW DRILL BIT TO A DEPTH OF ho +/- 18" 4. CLEAN HOLE OF DEBRIS AND DUST WITH SHOP VAC. 5. INSTALL HILTI KWIK HUS SHOWN IN THE ATTACHED TABLE (TYP) EQUIPMENT SHIPPED PARTIALLY PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS TO HOLD EQUIPMENT IN PLACE. ICC ESR-3027, ICC ESR-5056, ICC ESR-4266 6" FLOOR ANGLE - (1) 3-1/2" X 2-3/4" X 10 GA. (TYP) (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 D06 D04D04 D06 D04BAR GRATING 1" HIGH x 1/8" BARS 24" WIDE D04D06 D06 D04 1" Bar Grating FLOOR HEIGHTSUPPORT HEIGHTCLEARC INSIDE TO INSIDE A 1" Bar Grating FLOOR HEIGHTSUPPORT HEIGHTCLEARINSIDE TO INSIDE 10 1/2" - HORIZONTAL DISTANCE BETWEEN MOUNTING HOLES 1'-9 1/2" - VERTICAL DISTANCE BETWEEN MOUNTING HOLES D04 D04D06 168" (14') CONFIGURATIONS (2) #AMZIBC11 CBC STAIRWAY 36" TREADS Note: Follows CBC1011.2 Exception 1 D04 #840633A #9963AMZ#9963AMZ#9963AMZ#9963AMZ#9963AMZ#9963AMZ#9963AMZ#9963AMZ#840633A PLATFORM SUPPORT PLAN BAR GRATING PLAN NOTE: -SETUP TYP. FOR ALL CONFIGS. 8'-0"6'-0" PLATFORM ELEVATION GEN IV RAILING 2 RAILS & KICKPLATE (ELEVATION) 4" KICKPLATE 17" CLEAR 17" CLEAR HANDRAIL HEIGHT42" FROMPLATFORM FLOOR4" RAILING POST #90001P 4" RAILING POSTS #90001P SIDE-BEAM MOUNTED 14'-4"17'-8 1/8"RAIL 5'-4"3'-4" 4"4"4"4" 6'-0"4'-0" LINE POST KICKPLATE LINE POST RAIL RAIL LINE POST RAIL KICKPLATE LINE POST RAILING GUIDE PLAN SIDE CROSSOVER CONFIGURATIONS FOR SINGLE CONVEYOR (4) #9563 CORNER ANGLE DETAIL -R16- (4) #90001P LINE POST 1'-2"5'-6 1/8"6'-9 1/8"6'-8 1/8"14'-0" TUBULAR BRACES AS REQUIRED ALL POSTS #5206LF ALL POSTS TO HAVE #9510 POST EXT. 13'-4" SPLICE 10 1/2" - HORIZONTAL DISTANCE BETWEEN MOUNTING HOLES 2'-2 1/2" - VERTICAL DISTANCE BETWEEN MOUNTING HOLES 8 1/2"TUBULAR BRACES AS REQUIRED ALL POSTS #5206LF ALL POSTS TO HAVE #9510 POST EXT. 4'-0"5'-11 5/8"6'-9 1/8"6'-8 1/8"3'-4"CONVEYOR 32" Top of Roller 5'-618" 6'-918" 2'-1018" ELEVATION DETAIL U-SHAPE CONFIG. FLOORING/RAILING/STAIR PLAN GENERAL PLATFORM NOTES EQUIPTO SHALL FURNISH ALL THE MODULAR PLATFORM MATERIAL AS SHOWN ON THIS DRAWING, UNLESS OTHERWISE STATED. FLOORING IS BAR GRATING PANELS. RAILING AND STAIRWAY. OVERALL HEIGHT IS: 10'-4 1/2" FLOOR HEIGHT IS: 6'-9 1/8" SUPPORT HEIGHT IS: 6'-8 1/8" MINIMUM CLEARANCE: 5'-6 1/8" PLATFORM NOTICE TO THE INSTALLER. THE ASSEMBLER SHALL VERIFY LOCATIONS OF WALLS, BUILDING COLUMNS, AND ANY OTHER OBSTRUCTIONS PRIOR TO ASSEMBLY. EACH MODULAR PLATFORM COLUMN IS TO BE ANCHORED TO THE FLOOR WITH HARDWARE FURNISHED BY OTHERS. THERE IS ONE 9/16 DIAMETER HOLE PER POST. FLOOR CAPACITY - 125 LBS PER SQUARE FOOT MAXIMUM UNIFORMLY DISTRIBUTED LOAD. SEE DETAILS -P25- AND -P26- TYP. DETAIL -P17- DETAIL -P16- TYP. ANCHOR DETAIL -P7- DETAIL -P16- DETAIL -P3- DETAIL -R1- DETAILS -R9- AND -R11- DETAIL -R4- BEAM DESIGNATION PART#SIZE (H x L)TYPE REF. DETAIL FOR BEAM MATERIAL THICKNESS AND OTHER DIMENSIONS Platform Details Sheet 9963AMZ 8 12" x 39 14"A P8 9996 11 1 4" x 111 14"B P9 9997 11 1 4" x 135 14"B P9 840633A 14" x 159 14"C P10 9998A 14" x 183 14"C P10 9994A 16" x 207 14"D P13 9999A 16" x 231 14"D P13(4) #6422 TUBULARBRACE14'-0"4'-0"(4) #6402 TUBULAR BRACE SEE DETAILS -P22- AND -P24- 46" RAILING WIRE PANELS GUIDE TYPICAL INSTALL OF WIRE PANELS ON RAILING 371 2" 46"72" 10'-11 3 4 " MIN. 11'-7 3 4"MAX. STAIR RUN One Tread Depth Minimum 7'-0" MAX. 6'-0" MIN. STAIR RISE 1'-0" Min. Hand Rail Extension. 2" x 1-17 64" FORMED RAIL 13 GA. GRADE 40 CRS. (TYPICAL) 5" 1012" 1512" 37 3 8" MAX. HAND RAIL HT. 35 5 8" MIN. HAND RAIL HT. 44 1 2" MAX. GUARD RAIL HT. 4212" MIN. GUARD RAIL HT. A B A - 11" MIN. / 11 1/2" MAX. TREAD INFO DEPTH B - 7" MAX. / 6" MIN.RISE32°33' MAX. 27°26' MIN. 1'-018" 308mm 4'-012" OVERALL UP 21 4" BETWEEN RAILs 21 4" BETWEEN RAILs PLAN VIEW SIDE ELEVATION IBC STAIRWAY ONTIBC11 SERIES SEE PAGE STAIR DETAIL FOR MORE INFO 3'-0" TREAD WIDTH STAIRWAY WIRE PANELS GUIDE TYPICAL INSTALL OF WIRE PANELS ON STAIRWAY 41" 27" 70"41" 141 2" 32 1 4"UPUPCUSTOMERINITIALS002CROSSOVER PLATFORMAMZ01U-SHAPETMThis document is the property ofTatamy, PA 18085FAX: 888-859-2121TM2000 Reproduction strictly prohibited.225 Main StreetTel: 800-323-0801http://www.equipto.comE1: 516" = 1'ISSUED FOR APPROVALSONE DECISION INFINITE SOLUTIONSMJFMJFAMAZONDD8/6/20248/6/2024DLX8 - SANTA ANA515 E DYER RDSANTA ANA, CA 9270702-S4.1.5 08/06/24 (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25 515 E Dyer Rd 8/22/2024 STAIRWAY TWO PIECE STAIR TREAD CONNECTION DETAIL Scale : 1" = 1' STAIRWAY TREAD SUPPORT TO STAIRWAY RISER CONNECTION DETAIL Scale : 1" = 1' ANCHOR POINT STAIRWAY FLOOR ANCHORING DETAIL SCALE : 1"=1' #13191 HEX NUT 3/8" - 16 #13182 SPRING LOCKWASHER 3/8" #13187 FLAT LOCKWASHER 3/8" #13188 HEX HEAD BOLT 3/8"-16 x 3/4" STAIRWAY RISER TO TOP MOUNTING ANGLE DETAIL SCALE : 1/2"=1' STAIRWAY TOP MOUNTING ANGLE TO PLATFORM DETAIL SCALE : 1/2"=1' STAIR TREAD MATERIAL SPEC: - 14 GA (.0785) GALVANIZED 40,000 PSI MIN. YIELD COLD ROLLED STEEL 1'-5 3/32" STAIR RISER PANEL MATERIAL SPEC: - 13 GA (.0934) 40,000 PSI MIN. YIELD STEEL STAIR TREAD SUPPORT ANGLE MATERIAL SPEC: ASTM A653 - 14 Ga. (.0747) 9 3/8" LONG STAIR TREAD NOSE MATERIAL SPEC: - 14 GA (.0785) 40,000 PSI MIN. YIELD COLD ROLLED STEEL PAINTED YELLOW #13187 3 8" FLAT WASHER #13007 3 8"-16 x 2 3 4" HEX HEAD BOLT #13187 3 8" FLAT WASHER #13182 3 8" LOCK WASHER #13191 3 8"-16 Hex Nut STAIRWAY HANDRAIL POST TO STAIRWAY RISER SCALE : 1/2"=1' 3/8"9/16"3/8"9/16"15/16"7/16"2"1 1/4"2"15/16"7/16"1 3/8"15/16"7/16"Formed View Perimeter View STAIRWAY HANDRAIL Total Perimeter = 6 - 3 16" Scale : 1' = 1'2 1/4"Note: Bottom of Handrail filled with Plastic Slot Cover STAIRWAY TREAD TO STAIRWAY TREAD SUPPORT CONNECTION DETAIL Scale : 1" = 1' BOTTOM RISER COVER TOP RISER COVER 13180 1/4-20 x 3 4 TRUSS HD MACH SCR 13154 5/16-18 x 3 4 TRUSS HD MACH SCR 13154 5/16-18 x 3 4 TRUSS HD MACH SCR STAIRWAY RISER COVERS NOTE: ALL STEPS TO HAVE RISER COVERS ALL RISER COVERS ARE PAINTED SAFETY YELLOW Scale : 1" = 1'CUSTOMERINITIALSCROSSOVER PLATFORM DETAILSSTAIRDETAILSTMThis document is the property ofTatamy, PA 18085FAX: 888-859-2121TM2000 Reproduction strictly prohibited.225 Main StreetTel: 800-323-0801http://www.equipto.comE1: 14" = 1'ISSUED FOR APPROVALSONE DECISION INFINITE SOLUTIONSMJFMJFAMAZONCC7/8/20247/8/2024003DLX8 - SANTA ANA515 E DYER RDSANTA ANA, CA 9270702-S4.1.6 08/06/24 (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8STRUCTURAL PLATFORM DETAILS02-S4.1.7 01/31/20241------------2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------PLATFORM DETAILS (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 EExp. xp. 12-31-253/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8STRUCTURAL RAILING DETAILS02-S4.1.8 01/31/20241------------2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------RAILING DETAILS (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 EExp. xp. 12-31-25 3/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8STRUCTURAL HARDWARE DETAILS02-S4.1.9 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------HARDWARE DETAILS (6)6,2 251$3 /'((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-253/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8CALGREEN CHECKLIST 103-G-005 01/31/20241 ------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPEThe provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES.Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACREOF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2.A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3.The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4.The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE.Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS.When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply. b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1.The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.2.The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.13.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total¹25% of EV capable spaces¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OFLAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A YN/A 1.Where there is insufficient electrical supply. 2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. YN/A YN/A Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1.Swales.2.Water collection and disposal systems. 3.French drains.4.Water retention gardens. 5.Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2.Designated and marked play areas of organized sport activity are not included in the total area calculation. TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.)NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8CALGREEN CHECKLIST 203-G-006 01/31/20241------------2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shallnot exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken.4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste materialwill be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes:1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. YN/A SECTION 5.402 DEFINITIONS5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet.4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. RESPON.YN/A YN/A YN/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y =YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8CALGREEN CHECKLIST 303-G-007 01/31/20241------------2------------3 -------- ----4------------H. FOX5------------6------------7------------8------------9------------10------------5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS702.1 INSTALLER TRAINING.HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD].When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain arecord of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of NoiseControl: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulationComply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A RESPON.Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)515 E Dyer Rd 8/22/2024 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE2855160" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 60" OV RACKS STOP 1STOP 2FINISHCART SORTER CENTER LINE28551 11'6" CLR PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE2866PROBLEM SOLVE286611'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR 11'6" CLR CANNOT BEMIRRORED3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE2152120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R20241R20241R20241RC20242A120241R20241R20241R20241R20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241RC20242A120241R20241R20241R20241R20241R20241R20241R20241R20241R C20242A120241R20241R20241R20241R20241RC20242A120241R 20241R 20241R 20241R 20241R 20241R20241R20241R20241R20241R 20241R 20241R 20241R PROBLEM SOLVE2866PROBLEM SOLVE2866FOR INDUCTCONVEYORS49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL LAST 24" NOTPOWERED MASTER PANEL AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVEAS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVECMCMAS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0' 30 AMP +0'UPUP UP UP 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELINE26869PROBLEM SOLVEPROBLEM SOLVEUPUP LAST 24" NOTPOWERED MASTER PANEL 30 AMP +0' 30 AMP +0' 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 60" OV RACKS 20148 11'6" CLR AISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITE33"BELTWIDTHMIN. HAMPER/CHUTE START POINT158'-6" SORTER OALAISLES ARE EXISTING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY SITEMAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINT S0399 S0301S0302S0303S0304S0305S0306S0307S0308S0309S0310S0311S0312S0313S0314S0315S0316S0317S0318S0319S0320S0321S0322S0323S0324S0325S0326S0327S0328S0329S0330S0331S0332S0333S0334S0335S03360" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 1" 2" 3"6" 5" 4" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" G E D C B A 3'-6" 2'Required Clearance2'2' 1'-312" 3'-1114" 1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1168FILE CABINETGEMBA BOARD TRASH4A6A3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT1 CCTV DISPLAYPOTS MERCURY DISPLAY3A215433'x5' W/DBL. STCK. TAPE ERGO MATERGO MATDSPSTAND UPAREADSPSTAND UPAREATRASH20210TEAM LIFT CONE1638 SORTABLENON SORT2782 RETURN TO SORT CENTER21501 FILE CABINET GEMBA BOARD TRASH 6A 2125PALET JACKGo Cart32.5" x 54"6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP STOOLCONES TRASHSINGLE OVERFLOWGo Cart32.5" x 54" VAN WHITE BOARDCARTCARTTABLEATRASH PPE VENDING MACHINE27342015320151120151127322168 VIDMAR-KEEPSTOCK 10'-0"10'-0"7'-6"7'-6"SHOP VAC STORAGE CABINETSTORAGE CABINET EYE WASH STATIONCART LIQ FLAM CABINET 4'-6"TOOL CART 6ALADDER 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT10'-0" 10'-0"10'-0"10'-0" TRASHTRASH DROP ZONEWORKBENCH 21952SCISSOR LIFT STORAGE12A22071516 EYE WASH STATION6ACART TRASHAMBASSADOR BOARD FILE CABINET20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209 TRASHWATER 4A-GFI 17"x24" FLOOR MAT 20209TRASHWATER4A-GFI17"x24" FLOOR MAT1183INDUCT LABEL PRINTERS AA A20249 SUPPLIESSUPPLIESSUPPLIES219281177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1177 1171DDEVICE CHARGING STATIOND1177 1177 1177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND20209TRASHWATER4A-GFI17"x24" FLOOR MATPROPOSED: MAN DOOR & DSP ENTRANCE PROPOSED: DEMISING WALL 20209 WATER 4A-GFI 17"x24" FLOOR MAT 20209TRASHFASTSTART AA A FASTSTART AA A20232 MERCURY DISPLAY3A21543 TRASH 6A FILE CABINET2777 TRASH 6A FILE CABINET2777 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0"10'-0 "10'-0"10'-0 "STORAGESTORAGESTORAGESTORAGE STORAGE TRASH 6A FILE CABINET2777 5S TAPEEXCESS SIGNAGE HEAT STRESSMISCMISCMISCMISC1877CARTS 4A 2193511771177 1171DDEVICE CHARGING STATIOND1171DDEVICE CHARGING STATIOND DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH 6A FILE CABINET2777 20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MAT20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MATGo Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING Go Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING TRASH VRI CART 4A HOURLY HUDDLE CART 4A 22873278047'-6"7'-6 "2'-6" 10'-0"10'-0"10'-0" 10'-0"10'-0"10'-0"VIDMAR-KEEPSTOCKLADDERLIFT CRANESTORAGE CABINETS 20A 26646 20A 26646 20182TRASH CARTSIDELINE2'x2' ERGO MAT DIVERTERPROBLEM SOLVE2'x2' ERGO MAT ERGO MAT 2'x3' ERGO MAT ERGO MATGo Cart32.5" x 54"Go Cart32.5" x 54" GO CART STAGING GO CART STAGING 60" OV RACKSSTOP 1 STOP 2 FINISH SORTER CENT E R L I N E28551 60" OV RACKS STOP 1 STOP 2FINISH SORTER CENT E R L I N E 28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTE R L I N E28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER CENTE R L I N E 28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER C E N T E R L I N E 28551 60" OV RACKS STOP 1STOP 2FINISH CART SORTER C E N T E R L I N E 28551PROBLE M S O LV E2866 PROBLEM S OL V E2866 PROBL E M S O LV E2866 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE 21521 3'x5' W/DBL. STCK. TAPE ERGO MAT JAMPOLE21521C20242A120241RC20242A120241RC20242A120241RC20242A120241R C20242A120241RC20242A120241R 49 1/4" TOR 49 1/4" TOR 32" TOR 32" TOR 10" TOR AS - DRIVE AS - DRIVEOPP - DRIVE OPP - DRIVEAS - DRIVE OPP - DRIVE AS - DRIVEAS - DRIVE OPP - DRIVEOPP - DRIVE 30 AMP+0'30 AMP+0' 30 AMP+0'30 AMP+0' 30 AMP+0'UPUP3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATSIDELIN E 26869UPUP 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148 60" OV RACKS20148AISLES ARE EXIST ING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY S ITE 33"BELTWIDTH MIN. HAMPER/CHUTE START POINT AISLES ARE EXIST ING ON SITEPROVIDED BY OTHERSLOCATIONS VARY BY S ITES0301S0302S0303S03040305S03060" 0" 0"0" 0" 0" 3'-6" 2'Required Clearance2'2' 1'-312"3'-1114" 1177 1171DDEVICE CHARGING STATION D1177 1177 1177 1171DDEVICE CHARGING STATION D1171DDEVICE CHARGING STATION D1171DDEVICE CHARGING STATION DTEAM LIFT 1638 21501FILE CABINET GEMBA BOARD TRASH 6A 2125PALET JACK Go Cart32.5" x 54"6AAMBASSADOR BOARD HAND TRUCK FILE CABINET STEP ST O OL CONES TRASHSINGLE O V ER F L OW Go Cart32.5" x 54" VAN WHITE BOARDCARTCART TABLEATRASH PPE VENDING MACHINE27342015320151120151127322168 VIDMAR-KEEPSTOCK 10'-0"10'-0" 7'-6" 7'-6" SHOP VAC STORAGE CABINETSTORAGE CABINET EYE WASH ST A T IO N CART LIQ FLAM CABINET 4'-6" TOOL CART 6A LADDER 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT 10'-0" 10'-0"10'-0"10'-0" TRASHTRASH DROP ZON E WORKBENCH 21952SCISSOR LIFT STORAGE 12A22071516 EYE WASH STATION6ACART TRASH AMBASSADOR BOARD FILE CABINET2020917"x24" FLOOR MAT 20209TRASHWATER4A-GFI17"x24" FLOOR MAT1183INDUCT LABEL PRINTERS AAA20249 1177 1177 1171D DEVICE CHARGING STATIOND 1171DDEVICE CHARGING STATIOND 1177 1171D DEVICE CHARGING STATIOND 1177 1177 1177 1171DDEVICE CHARGING STATIOND 1171D DEVICE CHARGING STATIOND1171D DEVICE CHARGING STATIOND20209TRASH WATER4A-GFI17"x24" F L O O R M A T PROPOSED: MAN DOOR & DSP ENTRANCE FASTSTART AAA FASTSTART AAA20232 TRASH 6A FILE CABINET2777 TRASH 6A FILE CABINET2777 DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 DSP GEMBA BOARD TOP FIVE ISSUES WHITE BOARD1156 TRASH4A22291 TRASH4A22291 TRASH4A22293 TV 3A TV 3A22192 2228510'-0" 12'-0" 12'-0" 10'-0" 10'-0" 10'-0"STORAGESTORAGESTORAGESTORAGE STORAGE TRASH 6A FILE CABINET2777 CARTS 4A 2193511771177 1171DDEVICE CHARGING STATION D1171DDEVICE CHARGING STATION D DSP GEMBA BOARDTOP FIVE ISSUES WHITE BOARD1156 TRASH 6A FILE CABINET2777 TRASH VRI CART 4A HOURLY HUDDLE CART 4A 22873278047'-6" 7'-6" 2'-6" 10'-0"10'-0"10'-0" 10'-0"10'-0"10'-0"VIDMAR-KEEPSTOCKLADDERLIFT CRANE STORAGE CABINETS 26646 ESTIMATED PIPE ELEVATION FROM SLAB: 24'-6"33"BELTWIDTHSCALE: 1/128" = 1'-0" 50MM PIPE SHOWN IN RED 20MM PIPE SHOWN IN BLUE COMPRESSED AIR PIPING KEY PLAN LAYOUT LEGEND NOTES PIPE DROP LOCATION FULL LAYOUT SCALE: 1/18'=1'-0" CLOSE-UP VIEW SCALE: 1" = 1'-0" ELEVATION VIEW SCALE: 1/8" = 1'-0" 18 40' C 26'-9" E 18 25 H F G 23 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8MECHANICAL COMPRESSED AIR PIPING PLAN06-M-401.1 01/31/20241------------2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------19 40' 20 40' 21 40' 22 40' 23 40' 24 40' 25 40' 26 D 26'-9" E 26'-9" F 26'-9" G 19 (6)6,2 251$3 /'((15 *(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25!"#!"$%& 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8MECHANICAL COMPRESSOR ELEVATIONS06-M-401.2 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------1 716 1 716 PR0005962-.75-2.50 PIPE NIPPLE 34" NPT X 2.5" LG PR0005981 ADAPTER 20MM X 34" NPT PR0005982-20 20MM EQUAL ELBOW PR0005926 PARTICULATE FILTER MUST REPLACE HANDLES WITH PR0006039 LOCKING HANDLES MUST REPLACE HANDLES WITH PR0006039 LOCKING HANDLES PR0005962-.75-2.50 PIPE NIPPLE 34" NPT X 2.5" LG PR0005981 ADAPTER 20MM X 34" NPT PR0005982-20 20MM EQUAL ELBOW PR0005926 PARTICULATE FILTER TOP VIEW PR0005984-20 20MM EQUAL TEE PR0005979-.250 14" ID HOSE 1 716 1 716 1 716 1 716 101516 101516 24 1 7161716 1 716 1 716 101516 101516 10341034 18 TANK OUTLET TO PIPE CENTER PR0006026 SECONDARY CONTAINMENT TRAY PR0005948 CONDENSATE CONTAINER DRILL HOLE IN LID ENSURE NO DEBRIS IN CONTAINER INSERT PR0005979-.250 PR0005979-.250 14" ID HOSE 1 716 1 716 PR0005925 ROTARY SCREW COMPRESSOR 378 418 PR0005979-.250 14" ID HOSE BACK VIEW PR0005962-.50-2.50, PR0005974-.50, PR0005973-.50-.25 CONDENSATE TREATMENT PIPE MANIFOLD PR0005973-.25-.25 DRYER CONDENSATE OUTLET RUN PR0005979-.250 TO CONDENSATE PIPE MANIFOLD ROUTE AND SECURE ALONG ALUMINUM AIR PIPE CV0107803 FLOOR MOUNT BRACKET FOR PR0005927 PR0005927 CONDENSATE TREATMENT SYSTEM PR0005973-.25-.25 DRYER CONDENSATE OUTLET RUN PR0005979-.250 TO CONDENSATE PIPE MANIFOLD ROUTE AND SECURE ALONG ALUMINUM AIR PIPE 2 316FLOOR MOUNT BRACKET POSITION PR0005980-20 20MM ALUMINUM PIPE PR0005979-.250 14" ID HOSE BUILDING WALL (IF APPLICABLE) PR0005983-50-40 REDUCER 50MM TO 40MM PR0005983-40-20 REDUCER 40MM TO 20MM 58PIPE END TO MOUNTING WALL 3/8-16 X 5.5" LG ALL THREAD ROD SAMMY WALL ANCHOR PR0005986-20 20 MM FIXING CLIP PR0005992-20 20 MM BALL VALVE MUST REPLACE HANDLES WITH PR0006037-20 LOCKING HANDLES 3/8-16 X 5.5" LG ALL THREAD ROD SAMMY WALL ANCHOR PR0005986-20 20 MM FIXING CLIP PR0005992-20 20 MM BALL VALVE MUST REPLACE HANDLES WITH PR0006037-20 LOCKING HANDLES 1 516 COMPRESSOR ELEVATIONS NOTES ·COMPRESSORS WILL NOT BE ANCHORED TO THE FLOOR. FRONT BACK CONDENSATE DRAINS INTO A 5 GALLON CONTAINER PLACED IN A 7.5 GALLON SECONDARY CONTAINMENT TRAY. COMPRESSOR SPECIFICATIONS MODEL SX5 MAX OPERATING PRESSURE (PSIG)125 CAPACITY AT OPERATING PRESSURE (CFM)21.2000 DIMENSIONS W x D x H (IN)23 14 x 24 78 x38 14 MOTOR (HP)5 WEIGHT (LBS)320 61-3/8" TYP. EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING.. (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 EExp. xp. 12-31-253/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8MECHANICAL COMPRESSOR PIPE FITTINGS06-M-401.3 01/31/20241------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------(6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 V II LC ((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 V II LLLLLLLLLLLLLCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC No. No. 9277892778 E Exp. xp. 12-31-253/13/24 515 E Dyer Rd 8/22/2024 THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATEBY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO. DRAWN BY: DATE: NOTICE 515 E DYER ROAD, SANTA ANA, CA 92707DLX8FENCING EQUIPMENT ELEVATION VIEWS09-K-002.4 01/31/20241ADDED FENCE DETAIL AND SHEET REFERENCE7/16/2024DLC2------------3------------4------------H. FOX5------------6------------7------------8------------9------------10------------TYP. ADTA - ELEVATION VIEW SCALE: 3 8" = 1'-0" TYP. SORTER/HAMPERS - ELEVATION VIEW SCALE: 3 8" = 1'-0" TYP. SORTER/HAMPERS - FRONT VIEW SCALE: 3 8" = 1'-0" 4' 3'4'4'2'4' 6'-7" TYP. FLOW DIRECTION FLOW DIRECTION EQUIPMENT SHIPPED PRE-ASSEMBLED. NO ON-SITE WELDING. POST INSTALLED ANCHORS NOTED IN THESE LOCATIONS. BASE PLATE ANCHORED TO CONCRETE FLOOR. BASE PLATE ANCHORED TO CONCRETE FLOOR. BASE PLATE ANCHORED TO CONCRETE FLOOR. BASE PLATE ANCHORED TO CONCRETE FLOOR. FENCE ANCHORING DESIGN SHOWN ON SHEET 02-S4.1.1. 1 (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S12-31-25 07/17/24 515 E Dyer Rd 8/22/2024 a CON CORPORATION, INC. Letter of Authorization COMPANY: Axcon Corporation, Inc. QUALIFIER: Brian Keith Pedicord LICENSE: 921220 TRADE: C61/D21 C61/D24 �� I, Brian Keith Pedicord, hereby authorize the City of Santa Ana Building Department to issue permits to Nate Rosemeyer, who is acting as agent to secure permits for me and/or the company I qualify. I understand that as a qualifier, I take full responsibility for work approved under the permit and all work is to be performed by me and/or the company I qualify. ( X ) This authorization is valid for the project located at DLX8 - 515 East Dyer Road, Santa Ana CA 92707-3736 ( X ) This authorization is valid for all permits until it is revoked by the qualifier. THIS INSTRUMENT MUST BEAR THE NOTARIZED SIGNATURE OF THE LICENSE H � ( Signature of Qualifier STATE OF FLORIDA COUNTY OF SANTA ROSA T'.4-;egoing instrument was acknowl;dged before me t�is (�ay of ©± , 2024, by ,6r"-tar1 Ve.l+h. fed,d>r'": , who is personally known to me or has produced NlA-as identification. ( s EAL) I ,·J""Y P&;;_•....TONI L MARSHALL I 1 [:"'�¥:°\ Notary Public • State of Florida \��,Ii Commhslon II HH 312899 1 ··-1,orf\:�/ My Comm. Expires Sep 15, 2026 I Bonded through National Notary Assn. Notary 6373 Simpson Drive• Milton Florida 32570 850-564-1272 515 E Dyer Rd 8/22/2024       • •  •  •  •                                                                                                                                  Amazon conveyors - install new conveyors, compressor system, safety fence, and crossover platforms. All interior work. 515 E Dyer Rd Mikaela Christman 503 927-2929 4 15 24 Santa Ana 515 E Dyer Rd 8/22/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 515 E Dyer Rd 8/22/2024 03/15/24 (6)6,2 251$3 /' ((15*(7,16,(*((55$&/),)2 2(57 1$,7 $6 9 ,,/&((55$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777 111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& 1R1R (([S[S 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024 515 E Dyer Rd 8/22/2024