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1 <br />ATTACH W/ (1) 5/16"Ø X 3" GR. 5 BOLT <br />4B <br />4A <br />TYP.1/8" <br />8" <br />1/4" THK. <br />Ø5/8" <br />8" <br />1" TYP. <br />1" TYP.2 <br />3" <br />14 GA. <br />1 <br />4" <br />TYP.1/8" <br />SOIL <br />2 <br />1 <br />(4) ANCHORS REQ'D PER BASE PLATE <br />SLAB ON <br />GRADE <br />1/2"Ø ANCHOR <br />3" NOMINAL EMBED.15/16" <br />1 3/8" <br />3/8" <br />16 GA. <br />1 31/32" <br />1 3/16"16 GA. <br />V-A <br />1 <br />5 <br />2 3 <br />4 <br />6 <br />V-B <br />3 1/4"10 GA. <br />1 5/8" <br />6B <br />8" <br />1" <br />2" <br />2" <br />2" <br />16 GA. <br />1 5/8" <br />6" <br />1"1 1/2" <br />TYP.1/8" <br />5B <br />1/8"TYP. <br />16 GA. <br />1 5/8" <br />3" <br />1"1 1/2" <br />TYP.1/8" <br />5A <br />1/8"TYP. <br />3 1/4"10 GA. <br />1 5/8" <br />6A <br />6" <br />1" <br />2" <br />2" <br />2" TYP. <br />7/16"Ø STUD <br />5 <br />6 <br />1 <br />60" <br />60" <br />240" <br />48" <br />8" <br />44" <br />44" <br />44"240" <br />42" <br />FRONT VIEW SIDE VIEW <br />4' WIDE BAYS <br />60" <br />60" <br />60" <br />240" <br />96" <br />8" <br />44" <br />44" <br />44" <br />44" <br />44" <br />240" <br />42" <br />FRONT VIEW SIDE VIEW <br />TYPICAL BAY <br />5B <br />4B <br />4B <br />4B <br />4B <br />4B <br />4A <br />4A <br />4A <br />6,000# <br />6,000# <br />6,000# <br />44" <br />44"4A <br />60" <br />5A <br />3,000# <br />3,000# <br />3,000# <br />V-A TYPICAL BRACE TO COLUMN CONNECTION 1 COLUMN <br />2 BASE PLATE <br />3 ANCHOR 4A STD HORIZONTAL & STD DIAGONAL BRACE <br />V-B TYPICAL BEAM TO COLUMN CONNECTION 5A BEAM <br />6A CONNECTOR <br />5B BEAM <br />6B CONNECTOR <br />STORAGE RACK ELEVATIONS <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 />BY <br />DE <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. <br />1130 E. Cypress St. <br />SEIZMIC <br />91724 <br />SEIZMIC <br />PO <br />W <br />E <br />R <br /> <br />D <br />I <br />S <br />T <br />R <br />I <br />B <br />U <br />T <br />I <br />O <br />N <br />, <br /> <br />I <br />N <br />C <br />. <br />40 <br />1 <br />1 <br /> <br />W <br />. <br /> <br />C <br />A <br />R <br />R <br />A <br />I <br />G <br />E <br /> <br />D <br />R <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. / K.E. <br />03/07/24 <br />UMH <br />STORAGE <br />RACK <br />DETAILS <br />24-0640-A <br />NOTES: <br />1. DESIGNED PER SECTION 2209 OF THE 2022 CBC. <br /> Fa = 1.2 & Ss = 1.32. <br /> SEISMIC DESIGN CATEGORY: D. <br />2. STORAGE CAPACITY: SEE ELEVATIONS. <br />3. STEEL: ASTM A1011 FOR SHAPE Fy = 55,000 PSI GRADE 55. <br />4. ALL BOLTS: A307 (UNLESS OTHERWISE NOTED). <br />5. ANCHORS: HILTI KWIK BOLT TZ 2, ICC #ESR-4266. <br />6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING <br /> ANCHOR INSTALLATION. <br />7. CONCRETE: 5" THICK x 2,800 PSI. <br />8. MODULUS OF SUB-GRADE REACTION: 50 PCI. <br /> (DISTURBED SOIL: 500 PSF) <br />9. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF- <br /> STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR EXAMPLE 1/2" PER 10 <br /> FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT- <br /> OF-STRAIGHT RATIO EXCEEDS THIS LIMIT SHALL BE UNLOADED AND <br /> RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED. <br />10. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE <br /> RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSE KEEPING, <br /> AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO, <br /> THE FOLLOWING: <br /> A) PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF THE <br /> OVERALL RACK SYSTEM. <br /> B) REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, <br /> IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE OR <br /> REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL <br /> COMPONENTS. <br /> C) REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE OPERATING <br /> CONDITION. <br /> D) ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD <br /> SUPPORT MEMBERS IN PROPERLY STACKED AND STABLE POSITION. <br /> E) REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE <br /> PROPERLY STACKED AND STABLE. <br /> F) PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING <br /> THE TOP MOST POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY <br /> DESIGNED FOR SUCH LOADING. <br /> G) ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A <br /> MANNER NOT WITHIN THE ORIGINAL DESIGN CONFIGURATIONS. <br />4B HD HORIZONTAL & HD DIAGONAL BRACE <br />GENERAL CONFIGURATION <br />No. 25969 <br />E 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 />SA <br />ER L <br />AL <br />N <br />OSISEEEN <br />TAFEE GN <br />I <br />EN <br />E <br />EXPIRES <br />12-31-2025 <br />4011 W Carriage Dr <br />9/11/2024