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GUTTER <br />1/4' x <br />EAVE <br />STRU <br />ROOF PANEL <br />TAPE SEAL <br />EAVE STRUT <br />TAPE SEAL <br />CAULK WITH - <br />ELASTOMERIC <br />SEALANT <br />POP RIVET— <br />- -A -FIELD BEND BOTTOM <br />OF GUTTER DOMN <br />INTO DOWNSPOUT <br />- DOWNSPOUT <br />BOTTOM OF GUTTER <br />CROSS CUT <br />SECTION 'A' <br />WALL PANEL EVEN FOOTAGE BUILDING LENGTH <br />POP RIVETS <br />(TYP.) <br />#12 X 1 1/4' SDS SEALANT TAPE <br />(W /WASHER) (CONTINUOUS, <br />TURNED DOWN <br />AT EAVE) <br />SECTION THRU SIDELAP <br />12' <br />12' <br />12' <br />EAVE GUTTER <br />EAVE FACIA OR <br />RAKE CLOSURE <br />CORNER <br />12" 12' 12' <br />PANEL SIDELAPS <br />FINISHE <br />EAVE <br />0 <br />A <br />w <br />0 <br />Q <br />0 <br />� t_? <br />U <br />LT L? <br />ate. <br />G� d. <br />A J <br />U J <br />Q J <br />U <br />NO <br />FA <br />W <br />Q <br />0 <br />[- <br />9 <br />w <br />O <br />)h--r <br />cy- <br />O f-, <br />2 <br />(n <br />— <br />N <br />AN <br />}" <br />�_ N <br />U <br />- <br />1 <br />Z <br />M <br />- <br />__ <br />J <br />> <br />cfl <br />- <br />__ <br />h <br />if <br />0 <br />0 <br />0 <br />0 <br />— <br />— <br />0 <br />— <br />O <br />— <br />AT E <br />O <br />D <br />O <br />#12X <br />W/O <br />O <br />D <br />0 <br />D <br />O <br />0 <br />O <br />AT GIf <br />o <br />7' -4' <br />0 <br />0 <br />0 <br />D <br />0 <br />0 <br />0 <br />0 <br />GIRT <br />D <br />0 <br />0 <br />0 <br />#1; <br />Wi <br />(6) <br />SI <br />D F L O O R <br />0 <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />0 <br />1 <br />0 <br />0 <br />O <br />GENERALD NOTES: <br />(1) BLOCK GIRTS TO BE LEVEL POSITION BEFORE STARTING PANEL ERECTION, <br />MAINTAIN BLOCKING UNTIL PANEL TO STRUCTURAL FASTENER ARE INSTALLED <br />(2) ALIGN AND PLUMB FIRST WALL PANEL WITH ROOF PANEL. <br />(3) TO PREVENT OIL- CANNING, ALL PANEL FASTENERS SHOULD START FROM BASE <br />ANGLE AND SECURED TO EACH STRUCTURAL GIRT TOWARD EAVE, <br />(4) THERE IS A PLUS OR MINUS TOLERANCE BUILT INTO THE WALL PANEL, <br />MEASURE AND MARK 36' ❑,C. BEGINNING AT THE STEEL LINE WITH PANEL <br />ALONG THE BASE ANGLE TO CHECK DIMENSIONS GAINED OR LOST DURING <br />INSTALLATION, <br />(5) FOUNDATION MUST BE SQUARE, LEVEL AND CORRECT TO THE OUT <br />STEEL DIMENSION, <br />(6) ERECTI ❑N CREW IS TO CLEAN ALL WALL PANELS BEFORE LEAVING JOBSITE, <br />(7) ALL METAL SHAVINGS OCCURRING AS A RESULT OF DRILLING OPERATIONS ON THE <br />ROOF ARE TO BE REMOVED IN SUCH A MANAGER AS TO PREVENT DAMAGE OR <br />STAINING OF ROOF FINISH, (THIS SHALL BE DONE AT THE END OF EACH DAY,) <br />GENERALD NOTES <br />(1) LOCATE THE CENTER OF THE FIRST MAJOR RIB EXACTLY OVER <br />STEEL LINE - ATTACH PANELS THEN ATTACH CAP SHEET, <br />(2) EACH SIDE OF PANEL AND CAP MUST BE RUN IN CONJUNCTION <br />WITH EACH OTHER, TO INSURE CORRECT ALIGNMENT, <br />(3) REFER TO DIFFERENT SECTIONS ON ON ERECTION DRAWING FOR DETAILS <br />RELATING TO EAVE ALIGNMENT OF ROOF PANELS, SEALER APPLICATION, <br />FASTENER TYPES, AND SPACING AND BUILDING ACCESSORIES LOCATION <br />ON ROOF, <br />(4) ALL DAMAGE POINT FINISHES ARE TO BE RETOUCHED TO PREVENT RUSTING, <br />(5) THE EVENT A SCREW IS INSTALLED IN THE WRONG LOCATION OR SHOULD <br />A SCREW BREAK DURING THE DRIVING PROCESS, REMOVE THE SCREW AND <br />INSTALL ONE OF A LAGER DIAMETER TO PREVENT LEAKING, IF REMOVAL OF <br />SCREW IS NOT POSSIBLE, WATER PROOFING MEASURES ARE TO BE <br />TAKEN TO PREVENT LEAKING. <br />(6) CONCENTRATED HEAVY LOADS (PERSONNEL OR MATERIALS) OCCURRING ON ROOF <br />DURING CONSTRUCTION SHALL BE DISTRIBUTED UNIFORMALY OVER A LARGE <br />AREA IN SUCH A MANNER AS TO PREVENT DAMAGE TO BUILDING COMPONENTS <br />(7) ALL METAL SHAVINGS OCCURRING AS A RESULT OF DRILLING OPERATIONS ON THE <br />ROOF ARE TO BE REMOVED IN SUCH A MANAGER AS TO PREVENT DAMAGE OR <br />STAINING OF ROOF FINISH, (THIS SHALL BE DONE AT THE END OF EACH DAY,) <br />NOTES <br />1. FIELD TRIM BOTH FLANGES OF <br />INSIDE GUTTER SECTION AS SHOWN, <br />2. APPLY 1/4' BEAD OF SEALANT 2' <br />FROM OUTER EDGE ON OUTER SECTION, <br />3. PLACE GUTTER SECTIONS TOGETHER <br />WITH 2' LAP, <br />4, SECURE GUTTER SECTION TOGETHER <br />WITH POP RIVETS. <br />NOTE <br />TAPE SEALANT REQ'D BETWEEN <br />GUTTER STRAP AND ROOF PANEL <br />AT SCREW LOCATIONS, <br />PSALM 1224 -9 <br />#12X 1 1/4" SDS <br />W/❑ WASHER <br />)VE STRUT (12' O.C.) <br />(TYP,) <br />1 1/4' SDS <br />WASHER <br />'T (12" 0. C,) <br />(TYP,) <br />#14X 1 1/4' SDS <br />W/❑ WASHER <br />(1) AT BASE <br />AND EACH GIRT <br />(1) BETWEEN EACH <br />INTERMEDIATE GIRT <br />(2) IF GIRT SPACE IS <br />GREATER THAN 6' -0" (TYP.) <br />(2) #14X 1 1/4' SDS <br />W/O WASHER <br />(1) AT BASE <br />BETWEEN BASE <br />AND 7' -4' GIRT <br />TYP, AT EACH SIDELAP) <br />'X 1 1/4' SDS <br />0 WASHER AT BASE <br />PER PANEL ONE EACH <br />)E OF MAJOR RIBS. <br />d <br />N <br />U7 <br />fq <br />I-- Q <br />W n <br />W Iy <br />ch– O <br />f <br />n U) LL <br />LL <br />CD <br />U �z <br />0 <br />A <br />w <br />0 <br />Q <br />0 <br />� t_? <br />U <br />LT L? <br />ate. <br />G� d. <br />A J <br />U J <br />Q J <br />U <br />NO <br />FA <br />W <br />Q <br />0 <br />[- <br />9 <br />w <br />O <br />w <br />LiJ <br />� <br />cy- <br />O f-, <br />2 <br />(n <br />A <br />N <br />AN <br />}" <br />�_ N <br />U <br />AN <br />1 <br />Z <br />M <br />r <br />N <br />J <br />> <br />cfl <br />tL <br />h <br />d <br />N <br />U7 <br />fq <br />I-- Q <br />W n <br />W Iy <br />ch– O <br />f <br />n U) LL <br />LL <br />CD <br />U �z <br />A <br />w <br />z <br />Q <br />o <br />� t_? <br />U <br />LT L? <br />ate. <br />G� d. <br />A J <br />U J <br />Q J <br />d <br />N <br />U7 <br />fq <br />I-- Q <br />W n <br />W Iy <br />ch– O <br />f <br />n U) LL <br />LL <br />CD <br />U �z <br />U <br />CO <br />n <br />Z <br />ly <br />Z <br />Lc) <br />M <br />U <br />NO <br />FA <br />W <br />Q <br />0 <br />[- <br />9 <br />w <br />O <br />w <br />LiJ <br />� <br />cy- <br />O f-, <br />2 <br />(n <br />C( ) <br />Z <br />Li <br />I- <br />a_ <br />}" <br />�_ N <br />U <br />U <br />� <br />Z <br />M <br />r <br />N <br />J <br />> <br />cfl <br />tL <br />d <br />N <br />U7 <br />fq <br />I-- Q <br />W n <br />W Iy <br />ch– O <br />f <br />n U) LL <br />LL <br />CD <br />U �z <br />CO <br />n <br />Q <br />U) <br />tz <br />U <br />z_ <br />O <br />m <br />IZ <br />0 <br />S <br />V) <br />ISSUE DATE <br />REVISED <br />DRAWING <br />FLOOR PLAN <br />GUTTER SPLICE ASSEMBLY <br />SIDELAP FASTENER LAYOUT <br />14 X 7/8' SDS W /WASHER <br />THESE PLANS DESIGNED TO MEET THE MINIMUM REQUIREMENTS OF SECTION 1606 <br />OF THE 2001 FLORIDA BUILDING CODE, WITH 11A M.P.H. WINDS. <br />In- <br />LEONARD G. WOOD, P.E. #47377. <br />T� RIM <br />Du 1 lull] f <br />MAIir- r-ArTA <br />INTERMEDIATE PURLIN IN FASTENER LAYOUT <br />#12 X 1 1/4' SDS (W /WASHER) <br />(3) PER PANEL <br />PEAK PANEL, ENDLAP AND EAVE FASTENER LAYOUT <br />#12 X 1 1/4" SDS (W /WASHER) <br />(9) PER PANEL <br />� VL7L JLflL fllV � <br />