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8 I 7 I 6 I 5 j 4 I 3 I 2 I 1 <br />f� <br />K <br />N <br />D <br />L <br />&R <br />�,I <br />d <br />1+ 7l y l6 ' ) <br />rn <br />W12x1 <br />STATE OF <br />X <br />N <br />N O <br />Y2x19 + ") <br />; <br />L3xJYY <br />HORIZONTAL <br />X- BRACING <br />a <br />Q <br />LL <br />p �� <br />O� <br />7' -6' <br />� <br />0" <br />J v` <br />c4 <br />� X - <br />N <br />N <br />i <br />7' -6" <br />1 <br />W12x1 Y4 ( +ity <br />&R <br />�,I <br />z <br />1+ 7l y l6 ' ) <br />Iw= <br />W12x1 <br />STATE OF <br />N O <br />Y2x19 + ") <br />PDR <br />01 /20/11 <br />N a <br />12/24/10 <br />W_000` COMMITMENT A INTEGRITY DRIVE RESULTS <br />&CURRAN <br />O <br />12/13/10 <br />DRN. <br />REV. DATE <br />D � PDR <br />OMs, N0„ <br />W12x19 & R Y <br />5' -3' <br />GL 1 25' -6' <br />C <br />It <br />7' -6' <br />7' -6' <br />z <br />4 <br />v <br />X <br />N <br />-I i 1' -0' <br />25' -6' -- _I _ GL <br />:7.55 8.40 <br />2 <br />S -10f <br />1 <br />5 -101 <br />ROOF FRAMING PLAN <br />SCALE: Y' = 1' -0' <br />TOP OF STEEL ELEVATION 122' -6' UNLESS NOTED (t) <br />REV. I REVISION DESCRIPTION <br />8 <br />DRN. i REV. DATE I REV. <br />7 <br />SOUTH FRAMING. ELEVATION - LOOKING NORTH <br />SCALE: Y' = 1' -0' <br />REVISION DESCRIPTION <br />6 <br />L3x3xy HANGER, <br />TYPICAL <br />W12x19 & Y ( +11Y2') <br />rn� <br />z <br />W12x 17 <br />O <br />/2x19 +3 -16 ") <br />N a <br />O <br />t� <br />W12X19 & It Y <br />Y -3' 5'3 <br />� O <br />9.25 <br />ISSUED FOR CONSTRUCTION <br />ISSUED FOR BID <br />ISSUED FOR CLJENT REVIEW <br />REVISION DESCRIPTION <br />1 <br />�V <br />i <br />I <br />L3x3xY <br />HORIZONTAL <br />0 <br />I i <br />L <br />O_ <br />I <br />n <br />O ip <br />o_ <br />I <br />M <br />LTA~4 L-1I VLVJV( \L ruv%x , TYPICAL <br />3 SIDES OF BUILDING, ANCHOR WITH <br />Y2'0 HILTI HIT HY -150 ADHESIVE <br />ANCHORS 0 2' -6' OC <br />EAST FRAMING ELEVATION - LOOKING WEST <br />SCALE. y' = 1' -0' <br />NORTH FRAMING ELEVATION - LOOKING SOUTH A <br />SCALE: Y4' =1' -0' MOHLIN COMPANY <br />N stle <br />Waters <br />,. . , - <br />.9"'0 a r -•are! r . ► <br />lei <br />CONSULTING ENGINEERS <br />146 Main Street, Suite 300 <br />Saco, Maine 04072 <br />(207) 283 -9151 <br />2010- 2491 -S -100 10 -249.1 <br />NWNA - ZEPHYRHILLS FLORIDA PLANT PROCESS SYSTEMS <br />4330 20th STREET EQUIPMENT LAYOUT AREA #11A <br />ZEPHYRHILLS, FL 33542 FRAMING PLAN AND ELEVATIONS <br />The information omtdned on this doo meat Is the ads of NWNA SIZE SHEET NO.: REV. NO. <br />and may not be oopled or dbcloaed to *then unless cu= by NYMA. <br />DATE` 12/6/10 ''L:- LOLLING I SCALE: AS NOTED D WF2 3 S --1 0 0 <br />2 1 1 <br />T, ' ".' VLVJV�,L „..ALE, TYPICAL <br />3 SIDES OF BUILDING, ANCHOR WITH <br />Y HIL77 HIT HY -150 ADHESIVE <br />ANCHORS 0 2' -6' OC <br />WEST FRAMING ELEVATION - LOOKING EAST <br />SCALE: Y4' = 1' -0' <br />No. 62181 <br />Iw= <br />STATE OF <br />Abw� 41 Hutchins Drive 1 Portland, Maine 04102 <br />800.426.4262 1 www.woodardcwran.cm <br />PDR <br />01 /20/11 <br />PDR <br />12/24/10 <br />W_000` COMMITMENT A INTEGRITY DRIVE RESULTS <br />&CURRAN <br />PDR <br />12/13/10 <br />DRN. <br />REV. DATE <br />D � PDR <br />OMs, N0„ <br />4 <br />1 <br />NORTH FRAMING ELEVATION - LOOKING SOUTH A <br />SCALE: Y4' =1' -0' MOHLIN COMPANY <br />N stle <br />Waters <br />,. . , - <br />.9"'0 a r -•are! r . ► <br />lei <br />CONSULTING ENGINEERS <br />146 Main Street, Suite 300 <br />Saco, Maine 04072 <br />(207) 283 -9151 <br />2010- 2491 -S -100 10 -249.1 <br />NWNA - ZEPHYRHILLS FLORIDA PLANT PROCESS SYSTEMS <br />4330 20th STREET EQUIPMENT LAYOUT AREA #11A <br />ZEPHYRHILLS, FL 33542 FRAMING PLAN AND ELEVATIONS <br />The information omtdned on this doo meat Is the ads of NWNA SIZE SHEET NO.: REV. NO. <br />and may not be oopled or dbcloaed to *then unless cu= by NYMA. <br />DATE` 12/6/10 ''L:- LOLLING I SCALE: AS NOTED D WF2 3 S --1 0 0 <br />2 1 1 <br />T, ' ".' VLVJV�,L „..ALE, TYPICAL <br />3 SIDES OF BUILDING, ANCHOR WITH <br />Y HIL77 HIT HY -150 ADHESIVE <br />ANCHORS 0 2' -6' OC <br />WEST FRAMING ELEVATION - LOOKING EAST <br />SCALE: Y4' = 1' -0' <br />