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SHEET NAME:
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<br />PROJECT #:
<br />SHEET NUMBER:REV:
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<br />STRUCTURAL STAMP
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<br />REV.14
<br />SANTA FE SPRINGS, CA
<br />9939 NORWALK BLVD,
<br />SANTA FE SPRINGS, CA 90670
<br />PHONE: 562.944.8067
<br />This drawing is the property of Raymond West and is
<br />only to be used only by the party described in the
<br />"Customer" section and then only in connection with
<br />its purchase or use of Raymond West products,
<br />services or systems. Copying in part or as a whole is
<br />prohibited. This is subject to a Confidentiality
<br />Agreement between Raymond West and the party
<br />described under "Customer".
<br />All dimensions are to be field verified by the
<br />customer. Raymond West assumes no responsibility for
<br />incorrect dimensions, location of lights or other
<br />equipment outside of Raymond West's scope of work.
<br />https://raymondwest.com
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<br />TITLE SHEET
<br />SS1
<br />X" = 1'-0"
<br />NORTH
<br />SITE
<br />LOCATION
<br />A.STORAGE CAPACITY SIGNS
<br />1. PER RMI 1.4.2, ONE OR MORE PLAQUES WILL BE PLACED
<br />CONSPICUOUSLY IN CLEAR AND LEGIBLE MANNER TO
<br />IDENTIFY EACH DIFFERENT RACK CONFIGURATION.
<br />2. EACH PLAQUE TO BE A MINIMUM OF 50 SQUARE INCHES. IT
<br />IS THE OWNERS RESPONSIBILITY TO ENSURE THE RACK
<br />SYSTEM IS NOT ALTERED SO THAT THE PLAQUE
<br />INFORMATION IS INVALIDATED.
<br />3. EACH PLAQUE TO DISPLAY:
<br />i. THE MAXIMUM PERMISSIBLE LOAD AND/OR THE
<br />MAXIMUM DISTRIBUTED LOAD PER LEVEL
<br />ii. THE AVERAGE LOAD IF APPLICABLE AND
<br />iii. MAXIMUM TOTAL LOAD PER BAY.
<br />B. WELDING
<br />1. ALL WELDING, EXCEPT WHEN PERFORMED AT THE SHOP OF
<br />AN APPROVED FABRICATOR, SHALL BE DONE BY CERTIFIED
<br />WELDERS. WELDING CERTIFICATES PROVIDED UPON
<br />REQUEST.
<br />2. SPECIAL INSPECTIONS REQUIRED FOR ANY STRUCTURAL
<br />FIELD WELDING.
<br />C. ANCHORING/HARDWARE
<br />1. PER IBC, SPECIAL INSPECTION IS REQUIRED FOR THE
<br />INSTALLATION OF ANCHOR BOLTS.
<br />2. ANCHOR SIZE, PLACEMENT, AND EMBEDMENT SPECIFIED BY
<br />A LICENSED PROFESSIONAL STRUCTURAL ENGINEER.
<br />3. PER IBC, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR
<br />THE INSTALLATION OF CONCRETE ANCHOR BOLTS OF
<br />STORAGE RACKS 8 FEET OR GREATER FOR STRUCTURES
<br />ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E, OR F.
<br />4. HARDWARE OTHER THAN ANCHORS TO BE SPECIFIED BY A
<br />LICENSED PROFESSIONAL STRUCTURAL ENGINEER.
<br />D. MAINTENANCE
<br />1. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY
<br />OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL,
<br />HOUSEKEEPING, AND MAINTENANCE PROCEDURES,
<br />INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
<br />i. PROHIBIT ANY OVER LOADING OF ANY PALLET
<br />POSITIONS AND OF THE OVERALL RACK SYSTEM
<br />ii. REGULAR INSPECTIONS FOR DAMAGE. IF DAMAGED
<br />COLUMNS OR BEAMS ARE FOUND, IMMEDIATELY
<br />UNLOAD THE AFFECTED AREA AND REPLACE OR
<br />REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER
<br />STRUCTURAL COMPONENTS.
<br />iii. REQUIRE ALL PALLETS BE MAINTAINED IN GOOD, SAFE
<br />OPERATING CONDITION.
<br />iv. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO
<br />PALLET LOAD SUPPORT MEMBERS IN STACKED AND
<br />STABLE POSITIONS.
<br />v. ALL GOODS STORED ON EACH PALLET ARE STACKED
<br />AND IN STABLE POSITIONS.
<br />vi. ENSURE THAT THE RACKS ARE NOT MODIFIED OR
<br />REARRANGED IN A MANNER NOT WITHIN THE
<br />ORIGINAL DESIGN CONFIGURATIONS.
<br />vj. IF CONFIGURATION CHANGES ARE REQUIRED, NEW
<br />STRUCTURAL ANALYSIS MUST BE PERFORMED TO
<br />ENSURE PROPER LOADING.
<br />vk. THE MAXIMUM TOP TO BOTTOM OUT-OF PLUMB
<br />RATIO AND OUT-OF STRAIGHT RATIO PER RACK
<br />COLUMN IS 1/240 (FOR EXAMPLE 1/2" PER 10 FEET OF
<br />HEIGHT). COLUMNS WHOSE OUT-OF-PLUMB RATIO OR
<br />OUT-OF-STRAIGHT RATIO EXCEEDS THIS LIMIT SHOULD
<br />BE UNLOADED AND RE-PLUMBED. ANY DAMAGES
<br />PARTS MUST BE REPAIRED OR REPLACED.
<br />E. CONFIGURATION CHANGES
<br />1. THIS SET OF DRAWINGS SHOWS ALL THE PERMISSABLE
<br />CONFIGURATIONS OF THESE COMPONENTS PER THIS
<br />PERMITTED DRAWING SET. OTHER CONFIGURATIONS MAY
<br />PERMITTED UPON REVIEW OF THE ENGINEER OF RECORD
<br />FOR THIS PROJECT AND REVISIONS TO THE DRAWING
<br />ACCORDINGLY.
<br />2. ANY CHANGES TO THE CONFIGURATION OF THE RACK
<br />SYSTEM COMPONENTS INCLUDING RELOCATION OR
<br />REMOVAL OF THE SHELF BEAM OR ANY OTHER
<br />COMPONENTS WITHOUT PERMISSION IS NOT PERMITTED
<br />VICINITY MAP PROJECT TEAMSHEET INDEX
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<br />DEFERRED SUBMITTALS
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<br />GENERAL NOTES:
<br />PROJECT/SITE INFORMATION
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<br />APPLICABLE CODES
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<br />PRODUCTS TO BE STORED ARE THE FOLLOWING:
<br />STEEL PARACHUTE COMPONENTS, CARDBOARD AND WOOD PACKING MATERIALS, 99% NYLON
<br />FABRIC PARACHUTES, NYLON TAPES, NYLON WEBBINGS, AND SHORT ROLLS OF PALLETIZED
<br />NYLON FABRIC MATERIAL. THIS IS A CLASS I - IV COMMODITY NON-ENCAPSULATED, EXPOSED.
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<br />1R1R
<br />(([S[S
<br />THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS
<br />505)&"%&26"$: 0'5)&4503"(& 3"$,
<br />4536$563"-$0.10/&/540/-:"--
<br />05)&3"3&"4"3&0654*%&5)&4$01&0'
<br />803,0'5)*4$&35*'*$"5*0/.
<br />3/12/25Bldg #101121507
<br />APPROVALS:
<br />PLNG - F. Arias
<br />BLDG - CSG
<br />PUBLIC WORKS - Y. Soto
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