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LEGEND: SCALE: 112" = 1'-0"
<br />SINGULATOR
<br />BELT CURVE
<br />SCAN BELT
<br />GAPPING BELT
<br />CULLING BELT
<br />INTRALOX
<br />SORTER
<br />JACKPOT BELT
<br />HAMPER
<br />CONVEYOR DRIVE & INTERMEDIATE WEIGHTS
<br />(EXCLUDING SUPPORT STEEL WEIGHT)
<br />CONVEYOR MODEL
<br />DRIVE
<br />SECTION
<br />DL (LBS)
<br />INTERMEDIATE
<br />DL (LBS/FT)
<br />LIVE LOAD
<br />(LBS/FT)
<br />LENGTH
<br />DRIVE
<br />SECTION
<br />DL+ LL DRIVE
<br />SECTION (LBS
<br />PER LEG)
<br />LENGTH
<br />INTERMEDIATE
<br />SECTION
<br />DL+LL
<br />INTERMEDIATE
<br />SECTION (LBS
<br />PER LEG)
<br />SINGULATOR 2800 0 50 20 316 N/A N/A
<br />CULLING BELT 1400 0 50 14 350 N/A N/A
<br />GAPPING BELT 1500 0 50 9 487 N/A N/A
<br />SCANNING BELT 1300 0 50 11.1250 464 N/A N/A
<br />INTRALOX SORTER 1261 50 50 3 353 8 400
<br />CURVE BELT 1100 0 50 8 375 N/A N/A
<br />JACKPOT BELT 900 0 50 5 287 N/A N/A
<br />GENERAL:
<br />SCOPE OF WORK:
<br />INSTALLATION NOTES:
<br />1. CONTENTS OF THIS SUBMITTAL SHOWS THE INTENDED APPLICATION OF CONVEYOR
<br />COMPONENTS FOR INSTALLATION. SCOPE OF WORK DOES NOT INCLUDE ANY
<br />STRUCTURAL SUPPORTS OR FRAMING ASSOCIATED WITH THE BUILDING
<br />STRUCTURE.
<br />2. DIMENSIONS SHOWN HEREIN HAVE BEEN DETERMINED PER THE CONTRACT
<br />DOCUMENTS AND ARE FOR DESIGN REFERENCE ONLY. ALL CONDITIONS SHALL BE
<br />VERIFIED PRIOR TO ERECTION.
<br />3. INSTALLER MUST VERIFY BUILDING CONDITIONS PRIOR TO INSTALLATION.
<br />1. MODIFICATION OF EXISTING AND INSTALLATION OF ADDITIONAL CONVEYORS,
<br />SORTATION EQUIPMENT, AND SUPPORT EQUIPMENT.
<br />2. THE CONTRACTOR (SYSTEM INTEGRATOR) IS RESPONSIBLE FOR SUPPLYING AND
<br />INSTALLING AN AUTOMATED PACKAGE HANDING SORTATION SYSTEM. SYSTEM
<br />INTEGRATOR RESPONSIBILITIES INCLUDE THE FOLLOWING:
<br />2.1. SYSTEM DESIGN LAYOUT.
<br />2.2. INSTALLATION OF THE CONVEYOR EQUIPMENT SYSTEM.
<br />2.3. INSTALLATION OF THE COMPRESSOR AND RELATED PIPING.
<br />2.4. UL APPROVED PRE-CONFIGURED/ASSEMBLED ELECTRICAL CONTROLS
<br />INSTALLED.
<br />2.5. DEVELOPMENT AND DEPLOYMENT OF RELATED CONVEYOR CONTROLS.
<br />2.6. SYSTEM STARTUP AND COMMISSIONING.
<br />2.7. ELECTRICAL IMPLEMENTATION IS NOT INCLUDED IN THIS SCOPE OF WORK AND
<br />WILL BE PROVIDED AND PERMITTED BY OTHERS.
<br />3. NO BUILDING ALTERATIONS, EXCEPTION OF ANCHORING PRE-ASSEMBLED
<br />EQUIPMENT INTO CONCRETE SLAB.
<br />4. NO HVAC IN SCOPE OF WORK.
<br />5. NO PLUMBING IN SCOPE OF WORK.
<br />6. NO FIRE PROTECTION IN SCOPE OF WORK.
<br />7. NO NEW OR REMOVED FIXTURES IN SCOPE OF WORK.
<br />1. COMPONENTS SHALL BE SQUARELY ATTACHED TO PERPENDICULAR MEMBERS OR
<br />AS REQUIRED FOR AN ANGULAR FIT AGAINST A BUTTING MEMBER. MEMBERS SHALL
<br />BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED.
<br />2. TEMPORARY BRACING SHALL BE PROVIDED AND REMAIN IN PLACE UNTIL
<br />COMPLETELY STABILIZED.
<br />3. CONVEYOR SUPPORTS ON 10'-0" CENTER MAXIMUM UNLESS OTHERWISE SPECIFIED
<br />(FLOOR MOUNTED).
<br />4. BOTH END SUPPORTS OF INTERLOX SORTER SHALL BE BOLTED TO CONCRETE
<br />FLOOR WITH ONE ANCHOR BOLT THROUGH EACH FOOT.
<br />5. CENTER SUPPORTS OF INTERLOX SORTER SHALL BE BOLTED TO CONCRETE FLOOR
<br />WITH ONE ANCHOR BOLT THROUGH EVERYOTHER FOOT IN A STAGGARED PATTERN
<br />SO THAT THERE IS ONE BOLT PER LEG ASSEMBLY.
<br />6. BOTH CURVE AND JACKPOT CONVEYORS SHALL BE BOLTED TO CONCRETE FLOOR
<br />WITH ONE BOLT PER FOOT.
<br />ANCHORAGE NOTES:
<br />STRUCTURAL DESIGN SPECIFICATIONS:
<br />1.LOADING:
<br /> CONVEYOR LOADING - SEE CONVEYOR LOAD CHART ON THIS SHEET
<br />2.MAXIMUM CONVEYOR SUPPORT HEIGHTS TO T.O. CONV:
<br /> CONVEYOR LEGS SUPPORTED FROM SLAB: 4'-0"
<br />3.SEISMIC LOAD DESIGN FACTORS:
<br /> ANALYSIS PROCEDURE: ______________________________________
<br />SPECTRAL RESPONSE:Ss= 1.27 S1= 0.46 SDs= 1.09 SD1= 0.78
<br />OCCUPANCY RISK CATEGORY: II
<br />SEISMIC DESIGN CATEGORY:E
<br />SOIL SITE CLASS:D-DEFAULT
<br />4.EXISTING SLAB INFORMATION:
<br /> SLAB ON GRADE THICKNESS: 6" (ASSUMED)
<br /> SLAB ON GRADE COMPRESSIVE STRENGTH (f'c): 4000 PSI
<br />APPLICABLE CODES:
<br />ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES:
<br />2022 CALIFORNIA EXISTING BUILDING CODE
<br />2022 CALIFORNIA GREEN BUILDING CODE
<br />2022 CALIFORNIA BUILDING CODE (CBC)
<br />SANTA ANA MUNICIPAL CODE
<br />OCCUPANCY AND BUILDING CODE REVIEW:
<br />LIFE SAFETY CODE REVIEW:
<br />1. MINIMUM CORRIDOR WIDTH: 44" (CBC 1020.3)
<br />2. MAXIMUM DEAD END CORRIDOR:50' (CBC 1020.5, EX. 2)
<br />3. REMOTENESS OF EXITS:
<br />13 DIAGONAL (CBC 1007.1.1, EX.2)
<br />4. MAXIMUM TRAVEL DISTANCE: 400' (CBC 1017.2.2)
<br />1. OCCUPANCY: S-1
<br />2. CONSTRUCTION: III-B
<br />3. FIRE SPRINKLERS: YES
<br />4. TOTAL AREA IN BUILDING, SQ.FT: 165,946
<br />5. TOTAL AREA OF ALTERATION, SQ.FT: 41,506
<br />6. NUMBER OF LEVELS: 1
<br />*S.E. TO CONFIRM ALL CODES ARE LISTED AND TO DATE*
<br />*NOTES PROVIDED BY S.E.*
<br />AMAZON DLX8
<br />515 E DYER ROAD,
<br />SANTA ANA, CA 92707
<br />GENERAL PROJECT NOTES
<br />33"BELTWIDTHMIN. HAMPER/CHUTE START POINTMAX. HAMPER/CHUTE END POINTMAX. HAMPER/CHUTE END POINTS
<br />THIS DRAWING IS CONFIDENTIAL AND
<br />SUBJECT TO RETURN. IT ALSO MUST
<br />NOT BE COPIED, REPRODUCED OR
<br />USED FOR ANY PURPOSE WITHOUT
<br />THE WRITTEN CONSENT OF LEWCO,
<br />INC. ALL RIGHTS RESERVED.REV.DESCRIPTIONDATE BY5225 W LAKESHORE DR., BUILDING 460PORT CLINTON, OH 43452PH. (419) 797-5008WWW.LOGISTIQSOLUTIONS.COMSHEET NO.
<br />DRAWN BY:
<br />DATE:
<br />NOTICE
<br />515 E DYER ROAD, SANTA ANA, CA 92707DLX8GENERAL NOTES02-S0.1
<br />01/31/20241 ------------2------------3 ------------4------------H. FOX5------------6------------7------------8------------9------------10------------SPECIAL INSPECTIONS FOR POST INSTALLED ANCHORS FOR
<br />PRE-ASSEMBLED EQUIPMENT IS REQUIRED PER ACI-318 AND ICC
<br />ESR-3027 OR ICC ESR-5065 REPORTS.
<br />INSPECTION SHALL BE DONE AT TIME OF INSTALLATION.
<br />(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
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<br />No. No. 9277892778
<br />E Exp. xp. 12-31-25
<br />3/13/24
<br />515 E Dyer Rd
<br />8/22/2024
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