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1609,WHICH REFERENCES ASGE?. USE AGLIP WITH A 5/Ib"DIAMETER LAG <br /> SHAPE FACTOR ARE DETERMINED • • • • SCREW WITH A MINIMUM 3"EMBEDMENT 5/Ib"X 4"G. <br /> PER ASGE 7. IF SITE CONDITIONS DEPTH INTO STRUCTURAL BLOCKING EVERY PV ARRAY MOUNTING PV ARRAY MOUNTING <br /> DIFFER FROM STATED REFERENCE L-BRACKET <br /> CONTACT ARCHITECTURAL • • • • • 48"O.G.5 SHOWN.EACH 46"SECTION NEEDS L-BRACKET <br /> SERVICES AND ENGINEERING,INC. A CLIP AT THE TOP AND BOTTOM. 5/Ib"X 4"55 LAG <br /> SOLAR MODULE • W <br /> 55 FENDER ASHER SCREW ROOF UNDER. <br /> ROOF SS FENDER WASHER <br /> SW 265 WATT 65.14" • • • • ALL WIND LOADS MEET THE 2010 UNDERLAYMENT 8 <br /> FLORIDA BUILDING CODE ► i <br /> WIND SPEED:150 MPH • • • • • • <br /> �� 1 WIND CODE: ASGE 1 /r EXPOSURE: D • • . . • ROOF DECKING 1111 ROOF DECKIn <br /> CATEGORY II BUILDING LENGTH: b5A4 In(1615 mm) <br /> WIND PRESSURE: 41.2 P5°F • • • WIDTH, 31.41 In(1001 mm) 2"X 4"X 3'-0"No.2 4X4 BLOCK OR DOUBLE 2X6 NO.2 <br /> GCr= 1.9 • • HEIGHT: 1.34 In(34 mm) SYP SCAB ONE FACE 'ES SYP BLOCKING WITH IOd'e 3"O.G. <br /> TOTAL PRESSURE:WP*GCr:78.2 psf WITH 10d5 3"O.C. <br /> • • FRAME: ALUMINUM <br /> NUMBER OF BOLTS 48"O.C.:2 1 • WEIGHT: 48.5 ibe(22 kg) � (4) Ibd NAILS OR DECK SCREWS EAc <br /> SHEAR VALUE: 290 LBS AREA 21.33 50.FT. TRUSSES <br /> TENSION VALUE: 1056 LB5 <br /> 51.41" <br /> SHEAR PER BOLT: AREA 10 PSF =55.6 LBS IF ATTIC 15 ACCESSIBLE,THEN DRILL 3/16"HOLES FROM BOTTOM OF TRUSS THROUGH TRUSS,DECKING AND ROOF <br /> COVERING TO LOCATE CENTER OF TRUSS FROM ABOVE.THEN DRILL SHAFT AND PILOT HOLES FOR 4"55 LAG SCREWS <br /> TENSION PER BOLT: PRESSURE+AREA .848 LBS FROM TOP OF ROOF. <br /> BOLT VALUE = SHEAR PER BOLT/SHEAR VALUE + TENSION PER BOLT/TENSION VALUE BEFORE SCREWING DOWN COMPOSITE BOARD AND L-BRACKET,SPREAD GENEROUS AMOUNT OF SEALANT ON BOTTOM <br /> L-BRACKET AND ON LAG SCREW.AFTER ATTACHING L-BRACKET,APPLY ADDITIONAL SEALANT OVER EDGES OF BRAT <br /> BOLT VALUE: 0.99 < 1.00 O.K. <br /> 1 <br /> Engineering For: RAIL INSTALLATION GUIDELINES <br /> INDIVIDUAL <br /> PV MARVI N MATTESON L- ARC MOUNTING PANEL WIDTH 39" <br /> L-BRACKET SOLAR PANEL J <br /> 39238 HEIGHTS AVENUE II I II <br /> Li <br /> Z EPHYRH I LLS, FL 33542 NO CANTILEVER <br /> ■ <br /> �- / NO SPAN BETWEEN SUPPORT NO CANTILEVER <br /> GREATER THAN 24" CAN BE GREATER THAN 48" --/-GREATER THAN 24" <br /> SW265 Watt Solar Panels (5035 Watts) <br /> FRONT VIEYV <br /> METAL Roof 65.94" <br /> AfT tr-. '�lj, / / <br /> 1 9} .�� �w t Pads POWER CLAMP PHOTOVOLTAIC <br /> ` MODULE <br /> (...,)1)2V,\ 1N.`,L i'I_ECTK � CO L .\\D \][ -'".--r i `�ls"H\rye[ II_I 1._l :�'=�\riI`, ( <br /> POWER -MOUNTING <br /> RAIL FOOT <br /> 13"TO lb" 32"TO 38" X13"TO lb"� <br /> REVIRtA: r,n-r ) 1. I 1 I END VIEW n., _ �. <br />