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4 CM <br /> A e �2P��Q0 C <br /> CURBWHERE ENGINEERING <br /> 12'-6" 35'-0" �� TOCCURS <br /> 250 4TH AVE. S., SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> 16IN PHONE (425) 778-8500 <br /> o FAX (425) 778-5536 <br /> gz <br /> wmp ' II <br /> z N O TYP <br /> Ou o PLAN A-A <br /> 4 CUT BASE PLATE OFF OF <br /> j - RACK,SHORTEN LEG,AND <br /> EXIST CMU WALL REW ELD AS REQ'D AT CURBS <br /> STORAGE RACK <br /> POST BY OTHERS <br /> c G. C <br /> 44x96 44x96 44x96 Q '05 pF WA—GS <br /> (4)1/2"0 x 51/2"HILTI <br /> A A <br /> KWIK BOLT TZ EXPANSION .p <br /> ANCHORS,TYP @ EA POSTp <br /> osLs3yx '' <br /> BASEPLATE PER MFR SylONAL <br /> 05/15/25 <br /> ., Lw llll BD 1111 <br /> I <br /> 4$x1a0 4 tx1j0 44xl 20 4 AA 11 11 ~ <br /> I I O� � <br /> N <br /> I Z <br /> O <br /> II a <br /> w <br /> I <br /> Z <br /> 414120 4 tx120 44320 A SECTION H <br /> 1. w ly�j ZZ <br /> L o a v <br /> CUT BASE PLATE OFF OF <br /> R K,SHORTEN LEG,AND <br /> 2 3 REW ELD AS REQ'D AT CURBS <br /> N N <br /> STORAGE RACK Q <br /> POST BY OTHERS V <br /> EXIST STEEL COLUMN O O <br /> WITHIN WALL <br /> Q <br /> 2 - - - 44x1 0 44x 20 - (44 1/2"0 x 51/2"HILTI <br /> DESIGN: BTJ <br /> KWIK BOLT TZ EXPANSION DRAWN: JEG <br /> ANCHORS,TYP @ EA POST <br /> CHECK: JGG <br /> BASEPLATE PER MFR <br /> I I I I <br /> JOB NO: 25270.003 <br /> - `---- - - ----' Il Al = DATE: 04/11/25 <br /> !Ll Illl <br /> LWG1! O <br /> rc N <br /> — — - <br /> ROOFLIN E ABOVE VERIFY 8"CONC SLAB W/#4 <br /> @ 14"OC EA WAY CENTERED <br /> W <br /> C� <br /> Q <br /> ;III=III III 0 <br /> � N <br /> N J <br /> H <br /> PARTIAL FLOOR FRAMING PLAN © 3 SECTION Q <br /> N � <br /> 1 SCALE: 1/4"=1'0" <br /> 2'0" 0 2'0" 4'0' Q W <br /> W Q <br /> NOTE: <br /> USE MEANS NECESSARY TO AVOID NOTE: <br /> DRILLING EXISTING REBAR. THIS DETAIL APPLIES WHEN ANY Lv p� <br /> PORTION OF THE EXISTING SLAB IS 11-- 3:: O <br /> LESS THAN 6"OVER A 2'-0"x 2'-0" Z 04 <br /> FOOTPRINT CENTERED BELOW THE LLJ V) 00 Z <br /> (4)1/2"0 x 51/2"HILTI STORAGE RACK POST. <br /> U F— 0) Q <br /> SAGE RAK KWIK BOLTTZ EXPANSION <br /> TOR , STORAGE RACK POST BY OTHERS E Q N <br /> POST BY OTHECRS ANCHORS TYP @ EA POST Q O BASEPLATE PER MFR _ <br /> #3 x 1'-0"@ 12"OC DOWELS EA SIDE, <br /> O (4)1/2"0 x 51/2"HILTI <br /> tom"! KWIK BOLT TZ EXPANSION E%IST SLAB DRILL&EPDXY W/SIMPSON 3G J <br /> i ANCHORS,TYP @ EA POST ON GRADE 3�� W � Q <br /> E%IST SLAB ON GRADE m BASEPLATE PER MFR N � <br /> x x II II x x <br /> O O w a <br /> cr Z 00 > Q <br /> N — LJ <br /> AA AA AA A� <br /> LL9 BB LW LLa SHEET: <br /> ;III III III L-1—1 PT,III III <br /> Q2'4'SQUARE (3)#4 EA WAY BOT c <br /> SECTION R FOOTING AT THIN SLAB S2.i <br />