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SIDE VIEW <br />285.43" <br />115.00" <br />ISOMETRIC <br />VIEW <br />FRONT VIEW <br />109.45" <br />115.00" <br />285.43" <br />109.45" <br />6-3/4" EXISTING <br />CONCRETE SLAB <br />WITH MINIMUM <br />4,848 PSI <br />10" <br />36" <br />10" <br />Ø5/8" ANCHORS <br />STANDARD BASE <br />4.5" <br />EMBEDMENT 6-3/4" EXISTING <br />CONCRETE SLAB <br />WITH MINIMUM <br />4,848 PSI <br />Ø5/8"x4.5" ANCHOR TYP. <br />W = 96" [2450mm] <br />x <br />D = 32" [813mm] <br />REV.0 <br />W = 109" [2780mm] <br />D <br />= <br /> <br />1 <br />1 <br />7 <br />" <br /> <br />[ <br />2 <br />9 <br />6 <br />2 <br />m <br />m <br />] <br />SHEET NAME: <br />SCALE <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 />ANCHORING DETAILS <br />& ELEVATIONS <br />JA <br />SS5 <br />101231934 <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 />5/8/2026 <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 /> NOTES: <br />1.DESIGN PER SECTION REQUIREMENTS OF 2022 CBC & <br />ASCE 7-16. <br />2.SEISMIC CRITERIA Ss=1.27, S1=0.45, Fa=1.20, ap=1.00, <br />Rp=1.50, Ip=1.00, Sds=1.01. <br />3.STORAGE CAPACITY: SEE STRUCTURAL <br />CALCULATIONS. <br />4.ANCHORS: Ø5/8" x 4.5" EMBED. ANCHOR. SEE <br />STRUCTURAL CALCULATIONS. <br />5.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING <br />ANCHOR INSTALLATION PER ICC # 4266. <br />6.EXISTING CONCRETE: 6-3/4" EXISTING CONCRETE SLAB <br />WITH MINIMUM 4,848 PSI. <br />7.SOIL BEARING CAPACITY 500 PSF. <br />8.THE OWNER SHALL MAINTAIN THE STRUCTURAL <br />INTEGRITY OF THE VERTICAL CAROUSEL STORAGE <br />UNIT BY ASSURING PROPER OPERATIONAL, HOUSE <br />KEEPING, AND MAINTENANCE PROCEDURES. <br />9.CONCRETE COMPRESSIVE STRENGTH TEST REPORT <br />AS WELL AS THE CONCRETE SLAB THICKNESS REPORT <br />WILL BE REQUIRED TO PRESENT TO THE BUILDING <br />INSPECTOR PRIOR TO FINAL INSPECTION. <br />A ANCHORAGE PLACEMENT - TOP VIEW B FOOT PLATE ASSEMBLY <br />C ANCHORAGE DETAIL - SIDE VIEW D VERTICAL LIFT MODULE UNIT - ELEVATIONS <br />B <br />C <br />1 <br />3 <br />4 <br />0.00mm [0.00"] <br />60.01mm [2.36"] <br />2x <br /> <br />0 <br />. <br />0 <br />0 <br />m <br />m <br /> <br />[ <br />0 <br />. <br />0 <br />0 <br />" <br />] <br />0.00mm [0.00"] <br />0.00mm [0.00"] <br />47.63mm [1.88"] <br />95.25mm [3.75"] <br />0. <br />0 <br />0 <br />m <br />m <br /> <br />[ <br />0 <br />. <br />0 <br />0 <br />" <br />] <br />96 <br />. <br />8 <br />5 <br />m <br />m <br /> <br />[ <br />3 <br />. <br />8 <br />1 <br />" <br />] <br />19 <br />3 <br />. <br />7 <br />0 <br />m <br />m <br /> <br />[ <br />7 <br />. <br />6 <br />3 <br />" <br />] <br />9.525mm [0.375"] <br />4x D24mm [.93"] <br />THRU <br />Ø22.2mm [.88"] <br />THRU <br />38.10mm [1.50"] <br />ITEM 1 - FOOTPLATE <br />MATERIAL: 5/8" STEEL <br />ITEM 2 - ADAPTER PLATE W/O TABS <br />MATERIAL: 1.50" STEEL <br />1 <br />2 <br />5/16" <br />SHOWN IN <br />MACHINE <br />COLUMN <br />ASSEBMLY DRAWINGS <br />D45mm [1.75"] <br />THRU <br />FINISH: NONE <br />2x 31.75mm [1.25"] <br />2x 349.25mm [13.75"] <br />380.98mm [15.00"] <br />2x <br /> <br />3 <br />1 <br />. <br />7 <br />5 <br />m <br />m <br /> <br />[ <br />1 <br />. <br />2 <br />5 <br />" <br />] <br />21 <br />5 <br />. <br />7 <br />3 <br />m <br />m <br /> <br />[ <br />8 <br />. <br />4 <br />9 <br />" <br />] <br />2x <br /> <br />4 <br />0 <br />0 <br />. <br />0 <br />5 <br />m <br />m <br /> <br />[ <br />1 <br />5 <br />. <br />7 <br />5 <br />" <br />] <br />43 <br />1 <br />. <br />8 <br />0 <br />m <br />m <br /> <br />[ <br />1 <br />7 <br />. <br />0 <br />0 <br />" <br />] <br />118.88mm <br />[4.68"] <br />119.22mm <br />[4.69"] <br />12 <br />. <br />3 <br />8 <br />m <br />m <br /> <br />[ <br />0 <br />. <br />4 <br />9 <br />" <br />] <br />3/8" <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