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5 <br />1 <br />ATTACH W/ 3/4"Ø <br />BOLTS TYP. <br />2 1/2" x 2" x 1/4" <br />BRACE <br />CONNECTION <br />TAB <br />1/4"TYP. <br />6 <br />7/8"Ø <br />HOLES <br />TYP. <br />TYP.1/8" <br />4" <br />12 1/8" <br />(W12 x 16#) <br />2 1/8" <br />6" <br />ATTACH COLUMN TO BASE W/ <br />3/4"Ø BOLTS <br />1/2" <br />1/2" <br />7/8"Ø <br />HOLES <br />TYP. <br />2 1/8" <br />TYP.1/8" <br />4" <br />12 1/8" <br />(W12 x 16#) <br />2 <br />36 <br />1 <br />5 <br />V-A <br />V-B <br />4 <br />V-C <br />1 1/2" <br />1 1/2" <br />1/4" <br />ATTACH W/ 3/4"Ø BOLTS <br />ATTACH W/ 3/4"Ø BOLTS <br />3" <br />3" <br />1/4" <br />A <br />A <br />13/16"Ø <br />1 1/8" <br />1 1/2" <br />7" <br />5" <br />SECTION A - A <br />S3 x 5.7# <br />1/2" <br />1 ATTACH ARM TO COLUMN <br />W/ 3/4"Ø A449 BOLTS <br />44" TYP. <br />1 <br />2 <br />ATTACH W/ (10) <br />3/4"Ø A449 BOLTS <br />SOIL <br />SLAB ON GRADE <br />2 <br />PLAN VIEW (DOUBLE) <br />5/8"Ø ANCHOR <br />3 3/8" NOMINAL EMBED. <br />- DENOTES ANCHOR LOCATION <br />*** <br />**** <br />PLAN VIEW (SINGLE) <br />- DENOTES ANCHOR LOCATION <br />*** <br />** <br />FRONT VIEW <br />72" O.C. TYP. <br />216" <br />20" <br />60" <br />48" <br />TYPE CANTILEVER <br />44" <br />216" <br />SIDE VIEW <br />(DOUBLE) <br />60" <br />60" <br />48" <br />48" <br />44"48" <br />34"34" <br />34"34" <br />34"34" <br />34"34" <br />216" <br />SIDE VIEW <br />(SINGLE) <br />48" <br />44"48" <br />34" <br />34" <br />34" <br />34" <br />108"60" <br />106"58" <br />V-A TYPICAL BRACE TO COLUMN CONNECTION 1 COLUMN 2 BASE GENERAL CONFIGURATION <br />V-B TYPICAL BEAM TO COLUMN CONNECTION 4 ARM 5 HORIZONTAL BRACE 6 DIAGONAL BRACE <br />CANTILEVER RACK ELEVATIONS <br />V-C BASE TO COLUMN CONNECTION <br />3 ANCHOR <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />DRAWING NUMBER: <br />DESCRIPTION: <br />DRAWN BY: <br />DATE: <br />LAST REV. BY: <br />REV. DATE: <br />APRV'D BY: SAL E. FATEEN <br />TYPE: <br />DA <br />T <br />E <br />RE <br />V <br />. <br /> <br />B <br />Y <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SCALE:N.T.S. <br />Tel.(909)869-0989 <br />Covina, California <br />EST. 1985 <br />ENGINEERING, INC.1130 E. Cypress St. <br />SEIZMIC <br />91724 <br />SEIZMIC <br />PA <br />C <br />E <br /> <br />S <br />U <br />P <br />P <br />L <br />Y <br />34 <br />2 <br />1 <br /> <br />W <br />. <br /> <br />S <br />E <br />G <br />E <br />R <br />S <br />T <br />R <br />O <br />M <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 />4 <br />M.V. / T.C. <br />06/14/23 <br />CSME <br />CANTILEVER <br />RACK <br />DETAILS <br />23-1423-C <br />1 <br />09 <br />/ <br />1 <br />9 <br />/ <br />2 <br />3 <br /> <br />M <br />. <br />V <br />. <br /> <br />A <br />D <br />D <br />E <br />D <br /> <br />D <br />I <br />M <br />S <br /> <br />& <br /> <br />" <br />K <br />E <br />Y <br /> <br />N <br />O <br />T <br />E <br />S <br />" <br />No. 25969E E <br />CS <br />R <br />TTEA <br />FO NRL <br />I <br />VI I <br />ACL FO <br />AI <br />R <br />OF <br />E.ETSIG <br />D RP <br />SAERL <br />AL <br />N <br />OSISEEEN <br />TAFEE GN <br />I <br />EN <br />E <br />EXPIRES12-31-2023 <br />STRUCTURAL NOTES: <br />1. DESIGNED PER SECTION 1613 OF THE 2022 CBC. <br /> Fa = 1.2 & Ss = 1.31 <br /> SEISMIC DESIGN CATEGORY: D. <br />2. STORAGE CAPACITY: 1,000# PER ARM <br />3. STEEL: ASTM A572, FOR SHAPE Fy = 50,000 PSI GRADE 50. <br />4. ALL BOLTS: A307 (UNLESS OTHERWISE NOTED). <br />5. ANCHORS: SIMPSON STRONG BOLT 2, ICC #ESR-3037 <br />6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING <br /> ANCHOR INSTALLATION. <br />7. CONCRETE: 6" THICK x 3,000 PSI. <br />8. SOIL BEARING PRESSURE: 1,000 PSF <br />9. A PERMANENT PLACARD EACH NOT LESS THAN 50 SQUARE INCHES IN <br /> AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, <br /> LEGIBLE PRINT WILL BE DISPLAYED IN ONE OR MORE CONSPICUOUS <br /> LOCATIONS AT THE DISCRETION OF THE CITY'S INSPECTOR. <br />3 ANCHOR <br />V-C BASE TO COLUMN CONNECTION <br />6 DIAGONAL BRACE <br />5 HORIZONTAL BRACE <br />4 ARM <br />V-B TYPICAL BEAM TO COLUMN CONNECTION <br />2 BASE <br />1 COLUMN <br />V-A TYPICAL BRACE TO COLUMN CONNECTION <br />PART DESCRIPTIONDETAIL # <br />KEY NOTES <br />1 <br />1 1 <br />FOR ILLUSTRATION PURPOSES ONLY <br />1 <br />No. 259NNoNoNNoooNNooNNNNooNNNNNNoNNNNNNNNNNNN69E ERR <br />OOOOOOOOOOOOOOOOOFFFFFFFFFFFF <br />E.EEEEEEE..EEE..EE.EEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTSSSSSSSSSSSSSSSSSSSSSSSSSSIG <br />DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD RRRRRRRRRRRRRRRRRRRRPPPPPPPPPPPPPPPPPPPPPP <br />SAEEEEEEEEEEEEEEEEEEEEEEEEEEEERRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRL <br />AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLL <br />NNNNNNNNNNNNNNNNNNNNNNNN <br />OOOOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIIIIIIIIIIIISSSSSSSSSSSSSSSSEEEENNNNNNNNNNNNNNNN <br />TTTTTTTTTTTTTTTTTTTTTTTTTTTTTAFFFFFFFFFFEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE GGGGGGGGGGGGGGGGGGGGGGGGGN <br />I <br />EN <br />EEEEEEEEEEEEEEEE <br />3421 W Segerstrom Ave - <br />10111647610/31/2023