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SHEET NAME: <br />SCALE <br />DATE: <br />SCALE: <br />DRAWN BY: <br />PROJECT #: <br />SHEET NUMBER:REV: <br />20 <br />0 <br />1 <br /> <br />C <br />A <br />R <br />N <br />E <br />G <br />I <br />E <br /> <br />A <br />V <br />E <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />BR <br />A <br />S <br />S <br />T <br />E <br />T <br />C <br />H <br />_ <br />B <br />_ <br />R <br />2 <br />. <br />D <br />W <br />G <br />0 <br />STRUCTURAL STAMP <br />CU <br />S <br />T <br />O <br />M <br />E <br />R <br />: <br />REV.35 <br />CYPRESS, CA <br />5560 KATELLA AVE, <br />CYPRESS, CALIFORNIA 90630 <br />PHONE: 800.669.5438 <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 <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />RE <br />V <br />. <br /> <br />B <br />Y <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />RE <br />V <br />. <br /> <br />N <br />O <br />. <br />RE <br />V <br />. <br /> <br />D <br />A <br />T <br />E <br />: <br />0 <br />IN <br />I <br />T <br />I <br />A <br />L <br /> <br />R <br />E <br />L <br />E <br />A <br />S <br />E <br />1 2 3 4 5 6 7 8 9 10 <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />NORTH <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 <br />OF HEIGHT). COLUMNS WHOSE OUT-OF-PLUMB <br />RATIO OR OUT-OF-STRAIGHT RATIO EXCEEDS THIS <br />LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY <br />DAMAGES 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 <br />SHEET # <br />SS1 <br />SS2 <br />SS3 <br />SS4 <br />SS5 <br />GENERAL NOTES: <br />PROJECT/SITE INFORMATION <br />ASSESSORS PARCEL NUMBER <br />TYPE OF CONSTRUCTION <br />NUMBER OF STORIES <br />OCCUPANCY <br />FIRE SPRINKLERED <br />BUILDING AREA <br />WAREHOUSE AREA <br />OFFICE AREA <br />TOTAL SCOPE AREA <br />430-222-19 <br />III-B <br />1 <br />B / S-1 <br />YES <br />106,500 SQ.FT. <br />85,202 SQ.FT. <br />21,298 SQ.FT. <br />550 SQ.FT. <br />CALIFORNIA BUILDING CODE (CBC 2022) <br />CALIFORNIA FIRE CODE (CFC 2022) <br />NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13, 2022) <br />ASCE/SEI 7-16 | ACI 318-14 | RMI/ANSI MH 16.1:2012 <br />VERTICAL LIFT MODULE <br />TENANT IMPROVEMENT FOR: <br />BRASSTECH <br />2001 E CARNEGIE AVE, <br />SANTA ANA, CA 92705 <br />Project Overview / General Notes: <br />PROPOSED SCOPE OF WORK IS FOR INSTALLATION OF (6) VERTICAL LIFT MODULE STORAGE UNITS IN EXISTING FACILITY <br />FOR TENANT BRASSTECH, INC. SUBMITTAL SET HEREIN IS FOR BUILDING DEPARTMENT'S STRUCTURAL REVIEW OF <br />COMPONENTS AND PROPOSED LOCATION IN FACILITY <br />SHEET INDEX <br />APPLICABLE CODES DEFERRED SUBMITTALS <br />SHEET DESCRIPTION <br />TITLE SHEET <br />SITE PLAN <br />SCOPE & EGRESS <br />SPECIFICATIONS & DETAILS <br />ANCHORING & ELEVATIONS <br />- <br />- <br />- <br />- <br />- <br />ORANGE COUNTY FIRE AUTHORITY (OCFA) <br /> - HIGH-PILE STORAGE SUBMITTAL <br />CONTRACTOR <br />RAYMOND WEST <br />5560 KATELLA AVE, <br />CYPRESS, CA 90630 <br />562.760.2484 <br />ENGINEER <br />CFBR STRUCTURAL GROUP <br />1650 MEADOW WOOD LN, <br />RENO, NV 89502 <br />775.525.1113 <br />TITLE SHEET <br />5/8/2026 <br />JA <br />SS1 <br />101231934 <br />BR <br />A <br />S <br />S <br />T <br />E <br />C <br />H <br /> <br />I <br />N <br />C <br />. <br />PROJECT TEAM <br />CAR <br />N <br />E <br />G <br />I <br />E <br /> <br />A <br />V <br />E <br />RE <br />D <br /> <br />H <br />I <br />L <br />L <br /> <br />A <br />V <br />E <br />CERTIFICATION PERTAINS SOLELY TO <br />ADEQUACY OF ANCHORAGE DESIGN FOR THE <br />VLM UNITS. ALL OTHER WORK IS OUTSIDE <br />THE SCOPE OF WORK CERTIFICATION. <br />05/12/26