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14'F (CUNT.) <br /> TUCK U LANDERSHING SHINGLED DO K I M <br /> @ LEAST 6' ASSOCIATES,LLC <br /> SEALANT le"M" CONSULTING <br /> STRUCTURAL <br /> 11113.4'S311.'ll 114'0 FENDER WASHER .14.W SMS Wl INTEGRAL 3/,'* EXTRUDED UR BRAKE-FORKED ROOF HEADER ENGINEEFRS <br /> AND NEOPRENE GASKET e 12'U.C. WASHER AND NEOPRENE GASKET OR RECEIVING CHANNEL(0.044'MIN,THICKNESS) <br /> 3'COMPOSITE @ le'Ma TOP&BOTTOM. WITH MIN,IW BEARING LEG'ROOF PANELS (0 Y4'0 x 21 LAG SCREW e 24-O.C. PO BOX 10039 <br /> ENTIRE LENGTH or RECEMNO CHANNEL Tampa.FL 33679 <br /> (EXTERIOR) 1 T.]:(813)857-9955 <br /> 0 0 000 0 00000 0 0 ) 0 0 000000000 0 SECURE FASCIA TO EACH RAFTER TAIL <br /> O 0 0 0 0 0 0 0: 0 W/III Y4'0 x 4'LUNG PAN HEAD LAG SCREWS <br /> 0 0 0 0 0 0 0 0 0 0 0 > 0 0 0 0 0 0 0 0 0 0 0 0 BEFORE ATTACHING RECEIVING CHANNEL <br /> c 0 4D 0 0, 0 0 0 0 0 RowDed Description <br /> 000000000, _ _ ,0�0_0_0�0_0, )_o 0 <br /> 0 APPROVAL <br /> (INTERIOR) &v <br /> i_HEADER/EAVE Raft. A <br /> MIN.3.2.D.045 SOFFIT "^N <br /> SOFFIT <br /> DETAIL 2 SEALANT 0 x 21�'LONG,WOOD LAG SCREW OR <br /> 24-U.C.MAX. <br /> SLOPE Y4'0 x 2Y4'LONG MASONRY ANCH13RS <br /> 0 0 0 0 0 0 0 0 0 0 0 <br /> cl MUST STRUCTURE <br /> (MASONRY 13R WQaDD] <br /> 0000000000 0 0 0 0_ 0 0 <br /> W LU of <br /> #14,,W SAX,W/INTEGRAL 314'0 WASHER AND it Z 0. <br /> EXTRUDED OR BRAKE-FORMED ROOF HEADER U, A IL <br /> NEOPRENE GASKETR 12'ILC.,TOP&BOTTOM. OR RECEIVING CHANNEL(0.044'MIR THICKNESS) E < <br /> IF CLEARANCE PROHIBITS INSTALLATION OF TOP WITH MIN.IW BEARING LEE z(- <br /> FASTENERS USE#14x4'S.MZ.WIIY�'0 FENDER <br /> WASHER AND NEOPRENE GASKET 0 12'D.C. ca 1, <br /> 5,0 CD < <br /> 7. E.; ; ; ; 0 0 <br /> AND, .T.'L 'U4'IF TOP <br /> LL 2 0 <br /> _j rn=)W <br /> DETAIL I to LL CL Z EL <br /> M : WMW <br /> SEAL JOINT WITH > ca Do <br /> CONTINUOUS CAULKING on E <br /> c, w <br /> :2 .11 LU <br /> 0 <br /> 0000 00000c <br /> 0 U) <br /> C<L;L < <br /> CL <br /> ) 0000U00000 ( <br /> nrol) CO) Otoo 00 0 00 <br /> DETAIL 1 BOTTOM FACINGS LL <br /> INTERLOCKING CROSS SECTION OPTIONAL <br /> DETAIL 2 GUTTER OR <br /> DRIP CAPDPAWNSY.. DYK <br /> SLOPE 4' MAX WIDTH INTERLOCKING CHECKED BY. DYK <br /> FS 4 PANEL (1/4'/FT MIN SLOPE) SCALE ASSHOWN <br /> 0 000000000 0 0_0_ <br /> 0 0 0 0 0; _j DATE 10119VI6 <br /> 0 0 0 /1'- 0 0 0 0 c <br /> 0,0 . 0 <br /> 0 00Q0, -No 0 0 c <br /> W 0 0 0 0 0 z a. EPS CORE IL <br /> 0 0 0 0 B 0 0 <br /> 0 0 0 0 <br /> ALUMINUM BOTTOM-7 <br /> FACINGS DO YEOM KIM Pr-_- <br /> CLEAR SPAN (L) INSIDE TO INSIDE O.H. z FLA REGpUMEliRZ4ft <br /> in:E <br /> to <br /> DO KIM&nASSbCIATq,*q <br /> ENGINEER 0 RECORD TO PROVIDE <br /> ALL ROOF CONNECTIONS & ADD THICKNESS OF 36' MAX IN FRONT & 25% <br /> SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL OF PANEL WIDTH @ SIDES Thisiterrhosbe, <br /> IN ADDITION TO AND IN-LIEU OF PANEL SPAN, (12' MAX AT SIDES) byD.Y.W�.,PE,.thl date using.Digi.1 <br /> DETAILS SHOWN, Signature.P(Into I coplos ofthls document are not <br /> considenedsIg amlmaloolzadttaslqauatum <br /> must bewrifid n any.lect-1,copies. <br /> 2017,09.281262 40­04`00' <br /> 3" EPS ROOF PANEL/SPAN DESCRIPTION Drawing No.-161027 <br /> SHEET 2 OF 2 <br />