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O . o <br />F------ ---------___----------- <br />I I <br />I I <br />I I <br />I <br />3 I 6" SLAB ON GRADE I <br />5401 W/ #4 @ 18" OC EA <br />® f WAY AT CENTER <br />I OF SLAB <br />z I I <br />U <br />< >I I <br />Lu <br />I I <br />aI_--------- --- --- ------------ <br />--— ____----——— <br />NOTES: <br />1. LOCATE TRASH ENCLOSURE PER ARCH <br />Trash ncl s r un atiPlan <br />Scale. 1/4" = 10-0" <br />NOTES: <br />1. REFER TO 9/S401 FOR INFORMATION NOT SHOWN. <br />Base Platet Roof Column <br />\,,� Scale: 1 1/2" = 1 °-Oa' <br />20' - 0 3/8" <br />�1' - 7", 16'-103/8" 1'-7'° <br />6 <br />S401 <br />---------------------------- <br />-, <br />- --- - - ----------------- S6xx1Jd -- - -- - <br />6" CMU WALL ROOF DECK <br />FULLY PER 8/S401 <br />GROUTED W/ <br />#5 @ 24" OC _ HSS6x4x1/4 <br />00 <br />VERT AND (2) M <br />HSS6x4x1/4 <br />#4 @ 48" OC <br />HORIZ N 7 <br />S401 <br />�1 x5" x 0' 10" W/ <br />a PER 9/S401 <br />4N <br />gCHOR RODS <br />U <br />X <br />d Q <br />va O of Co ; <br />Ln _J w Ln <br />2 Ln va; <br />HSS6x4x1/4 = <br />d <br />S401 <br />Trash nclur f Fra in Plan <br />Scale. 1/4" = 1'-0" <br />1/2" <br />�cLR <br />GUTTER PER <br />ARCH <br />r- <br />LLJ U I — <br />I <br />I <br />1/2" BENT PLATE — — <br />NO BENT PLATE @ SIM <br />cv <br />3/16 2-12 <br />3/16 2-12 <br />I � <br />3/16 1 1/2" <br />3/16 ( 12° <br />� I <br />HSS POST PER PLAN <br />NOTES: <br />1. ROOF DECK SLOPE NOT SHOWN FOR CLARITY. SLOPE PER ARCH. <br />� Metal Deck Cantilevert <br />Scale. 1 1/2" = 1 °-Q" <br />STAKE THREADS <br />NUT <br />PLATE WASHER <br />H <br />5/8"x3"x3" w/ STD HOLE <br />w-- <br />BASE PL w/ HOLE <br />W <br />PER NOTE 2 <br />U1 <br />TO CONCRETE OR <br />CMU WALL <br />NON -SHRINK GROUT <br />FOR FULL BEARING <br />z <br />LL, <br />® <br />ANCHORROD <br />Lu <br />Ln <br />NUT EA. SIDE OF WASHER <br />PLATE WASHER <br />----- r <br />5/8"0"0" w/ STD HOLE <br />z <br />O <br />LU <br />� <br />0 <br />STAKE THREADS <br />NOTES: <br />1. AT CONTRACTORS OPTION LEVELING NUTS AND PLATE WASHERS MAY BE FURNISHED. <br />2. MAXIMUM HOLE SIZES: 1-5/16" FOR 3/4" O ROD; 1-13/16" FOR 1"0 ROD; 2" FOR 1-1/2°0 ROD. <br />3. VERIFY SUFFICDENT THREAD ENGAGEMENT TO DEVELOP STRENGTH OF BOLT. <br />Scale. 3" = 1 °-0" <br />3/16 TYP EA PL <br />PL 1/4" EA SIDE <br />METAL DECK PER PLAN <br />(2) 3/4"0 THRU BOLTS <br />3/16 <br />3/16 <br />LATE W/ <br />HOLES <br />PER PLAN <br />4N <br />4CHOR RODS <br />12 <br />LLL ' V1 JL <br />Typical is 1 t Dumpster Enclosure <br />Scale: 3/4" = 1'-0"° <br />CLOSURE AN( <br />PER DE <br />MANUFACTU <br />COOR WITH AR <br />CAP PL 3/16" <br />SEAL WELD 9 <br />AROUND <br />Scale: 1 1/2" = 1'-0" <br />NOTES: <br />1. REFER TO 9/S401 FOR INFORMATION NOT SHOWN. <br />Gate PostPlate <br />Scale. 1 1/2"0 _ 1'-0" <br />SCREWS PER <br />NOTES 3,4&5 <br />PEAPL <br />CONNECT DECK <br />SEAMS PER NOTE 6 <br />En2Ineer's Stamp <br />Project Tltle <br />UND <br />R PLAN <br />- <br />UJ <br />UJ <br />l- <br />NOTES: <br />1. <br />STEEL ROOF DECK TYPES SHALL BE 1 1/2" DECK- VERCO TYPE HSB (ER-2078P), ASC PROFILES TYPE B <br />BOLTS <br />(ESR-1414), OR APPROVED EQUAL. <br />2. <br />USE 20 GAGE DECK WITH MAXIMUM DECK SPAN OF 6'-7" CENTER TO CENTER (3 OR MORE <br />CONTINUOUS SPANS). USE HEAVIER GAGE DECK AS REQUIRED WHERE SPAN CONDITIONS EXCEED THIS. <br />3. <br />PROVIDE (4) #12 SCREWS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. WHERE TWO <br />Project Information <br />UNITS ABUT, EACH UNIT SHALL BE FASTENED TO THE STEEL FRAMING. <br />4. <br />PROVIDE #12 SCREWS AT V-0" TO ALL FRAMING PARALLEL TO DECK FLUTES AND TO ALL BRACED <br />Project No. <br />19-027-01 <br />FRAME BEAMS. <br />5. <br />WHERE STEEL MEMBERS ARE PARALLEL TO THE DECK FLUTES AND AT THE SAME ELEVATION AS THE <br />Checked By <br />Checker <br />BOTTOM OF THE DECK, ADJUST DECK LAYOUT AND WELD DECK TO STEEL WITH SAME WELDING AS <br />REQUIRED FOR SIDE BOUNDARIES. <br />6. <br />CONNECT DECK SEAMS WITH VCS AT V-0". <br />Issue <br />c 1 �te;�,��ec <br />t 1Scale.11/2 <br />BID SET <br />03/13/2020 <br />,i <br />