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� 3' � �I/ 4 2" k <br />m <br />SIDE <br />TYPE licit TYPE "A"andi <br />SCALE: 1/2" = F <br />,,.-.375 R <br />%rr <br />(:0 J]Q0 co <br />1/8rr <br />2" WP. <br />�96" or 144"� <br />03/811 D � O <br />-+ ►� --1 9/16" <br />6" 16 GA. THK <br />3 /8rr <br />COLUMN STRUT <br />AS NOTED <br />—�- 1/4" REF. <br />7/811 31 <br />r <br />--12 GA. THK <br />❑ ❑ ❑ ❑ T 11/16" <br />311 3rr <br />3/8" THK <br />3/8" D--° u O 0 0 y° 0 0 <br />s <br />5/8" <br />4--1 5/16" <br />A_UACH WI { a � 5�IeO X Y GR, 5 DEALT <br />BRACING CONNECTION DETAIL <br />RACK-DETAIL_l <br />IIIII <br />8'r <br />7 8" <br />i <br />5" 31/4' <br />0 <br />3/16rr <br />y .. - --- 3/8" THICK <br />Qf5/8" D <br />3/16" <br />6" <br />if <br />YIELD1. RACKS ARE MANUFACTURED BY KINGMORE OR EQUAL <br />2. MINIMUM AND FOR SELECTIVE RACKS SHALL BE AS <br />FOLLOWS: <br />. , BEAMS i # •! <br />F BRACING r • <br />BASE PLATES • • <br />3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE 2,400 LBS <br />4. CONCRETE S. i IS GIVEN . 0 <br />5. ALLOWABLE BEARING PRESSURE GIVEN AS 1,500FOR GRAVITY LOADS. <br />ANCHORS6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS. <br />r 3 "' EMBEDMENT PER BAr . PLACED DIAGONALLY. <br />PERIODIC SPECIAL INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ICC ESR-3037. <br />7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT <br />CONSPICUOUS M • <br />• DISCREPANCY OCCURS, , FOR CLARIFICATION. <br />9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2015 IBC SEC 2209, THE ANSI MH-16.1 <br />2012 CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: <br />V = 0.67 CS Ip Ws AND i = 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) <br />=1.444 <br />CS = 2.5 Ca /R AND Ca = 0.385 FOR THE GIVEN ADDRESS AND SITE CLASS D <br />R = 4.0 TRANSVERSE (BRACED) DIR. Sl 0.558 <br />Fa 1 A <br />R = 6.0 LONGITUDINAL (MOMENT) DIR. <br />1 i WELDING,rCOMPLETED IN THE r► BY LICENSED WELDERS <br />11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT <br />Or DRAWINGS. <br />1. DESIGN DENSITY OF SPRINKLER i GPM OVER, SQUARE <br />2. TEMPERATURE RATING OF SPRINKLER HEADS: 286' F. <br />3. TYPE OF •' • AND ALUMINUM VAN FLOORr WR <br />APPLIANCES NONCOMBUSTIBLE ELECTRICAL BATTERY CHARGERS. ALUMINUM TABLE <br />3203.4 PLYWOODI FURNITURE, WOOD CABINETS. ON STANDARD WOOD PALLETS. NON ENCAPSULATED. <br />4. TOP OF STORED PRODUCT • TO r 0 <br />5. APPROXIMATE CEILING HEIGHT: :i <br />• � r r •E914« r , r • • ` � ' r , r <br />11 '11141 r i S r <br />r r r• w r i ` r r• r' r• ` i r <br />AS NOTED <br />ll <br />mgwm <br />1 1.40,11 <br />AS NOTED <br />R <br />I I <br />8rr I I <br />c7 I I <br />BRACKET ACCV <br />TYi <br />TYP. <br />Iv. <br />126b0 ~ <br />Z3u1ooe3 <br />i <br />w <br />M <br />R <br />sHErr NO. <br />3 <br />OF 3 SIR= <br />