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30'-3" <br />31'-11" <br />56'-0" <br />BEAMS PER STORAGE <br />STRUCTURE MFR. —Y G PRE FABRICATED <br />S2.1 COLUMNS PER STORAGE <br />........ ....... STRUCTURE MFR. ... .... .. _... .. ................ <br />7-8-N MEZZANINE FRAMING PLAN <br />s2.0 Scale: 3/32" = V-0" <br />CONTRACTOR TO EXPOSE EXISTING <br />FOUNDATIONS & FRAMING PRIOR TO <br />ORDERING STEEL TO VERIFY ALL <br />DIMENSIONS AND EXISTING <br />CONSTRUCTION MATCHES ASSUMED <br />FOUNDATIONS & FRAMING. <br />31'-3" <br />I <br />tz <br />80OS162-68 BOX HEADER 80OS162-68 BOX HEADER <br />B/BM = 107'-0" B/BM = 107'-0" <br />B/BM = 110'-8" B/BM = 110'-8" <br />m <br />ME <br />GENEPAL PLAN NOTES <br />SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. <br />CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING <br />CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE <br />ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. <br />(� 1 GENERAL CONTRACTOR TO COORDINATE LOCATION OF ROOF TOP <br />UNITS AND OPENINGS WITH EXISTING BARJOIST SPACING. <br />GENERAL CONTRACTOR TO CONFIRM SIZE AND LOCATION OF ROOF <br />TOP UNIT AS SHOWN ON PLANS. <br />i E ".ALI_ ROOF JOIST SIZES AND SPACING WAS ASSUMED, PRIOR TO <br />INSTALLING NEW RTU'S G.C. TO VERIFY JOIST SIZES, FROM JOIST TAG <br />OR DIMENSIONAL MEASUREMENTS, AND SPACING & NOTIFY <br />STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES. <br />CONTRACTOR TO EXPOSE EXISTING <br />FOUNDATIONS & FRAMING PRIOR TO <br />ORDERING STEEL TO VERIFY ALL <br />DIMENSIONS AND EXISTING <br />CONSTRUCTION MATCHES ASSUMED <br />FOUNDATIONS & FRAMING. <br />00 <br />00 <br />® <br />co ao <br />00 <br />rnw <br />co m <br />Z <br />v dxx <br />W <br />Of <br />W <br />® <br />!n <br />W <br />Z <br />m <br />d <br />z <br />J <br />e1 <br />Lli <br />m <br />0 <br />LL1 <br />0 <br />OJ <br />J <br />W eta <br />- (O <br />LL <br />h <br />w <br />w <br />d <br />� cS <br />W J <br />F_ <br />2 W <br />-1 <br />U LL <br />D <br />�z <br />V) <br />Z <br />oQ <br />0 <br />N (n <br />U <br />w wli.Q <br />(%j 0 Mowm �a¢D�o <br />o w Z <br />� W -� w d U U W 0 Q n <br />, fY~ y-h_—w Zmw ZW� <br />Q QW F S O O m= Z Q N <br />0 Km<) a<z O(L O0O0 <br />LL dpJ OFZMF 0w�1- <br />fnU-�n�WQ�X(nWp�Q% <br />O 3wz`jUw�o <br />F— zvai��o�n�ww��ou�o <br />Q 0 N � Nw <br />mO;MOmwO mw WwZwm <br />F rnw=Zwt<zowEL,005a'o} <br />F- tn�OQO�cnw��zw�Q <br />(n F 0 0 M EL a (L (L M <br />..r <br />f No. PE0,0061982 <br />`9 t <br />L.L <br />Q <br />W <br />0 D , <br />ILL <br />LL cn <br />J -i <br />oomEE <br />W_j12rc,—, <br />�QLu <br />N <br />N <br />Y w <br />`'M <br />Z <br />W <br />0 <br />ISSUE BLOCK <br />1\ 10/01/13 MEZZ REV. <br />CHECKED BY: ARM <br />DRAWN BY: BSW <br />FILE NAME: S2-0-ZEPHYRHILLS-FL-FRM <br />DOCUMENT DATE: 08-09-13 <br />A FRAMING PLAN <br />S2.oA Scale: 3/32" = V-0" <br />SHEET: <br />S2. 0 <br />