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•e <br /> � � <br /> L—BRACKET ATTACHMENT DETAIL <br /> (ASPHALT SHINGLE. METAL. OR TILE ROOF — GENERAL NOTES: <br /> EITHER FLAT TILE OR BARREL TILE WITH 4—INCH MAX RISE) ALL NAND LOADS MEET iHE 2010 FLORIDA Engineering For: <br /> BUILDING CODE. <br /> PV ARRAY MOUNIING PV ARRAY MOUNTING CONNECTION DESIGN ONLY. ALL NAND LOAD Agle Residence <br /> L—BRACKET� 5/16" X 4" SS LAG SCREW L—BRACKET� 5/16" X 4' SS LAG SCREW SECTION 1609, WFIICH REFE ENCES A CEC7 6457 Brentwood Drive <br /> SS FENDER WASHER a ROOF UNDERLAYMENT SS FENDER WASHER o ROOF UNDERLAYMENT FHSITE CONDITIONSDDIFFERNFROMESTATED �' Zephyrhills, FL 33542 <br /> REFERENCE, CONTACT ENGINEER. <br /> ROOF CONNECTIONS SHALL USE A CIIP WITH A Roof Mount <br /> ROOF DECKING 5/i6' DIAMETER LAG SCREW+MTH A MINIMUM <br /> 2 X 4 X 3'-0° DECKING 3° EMBEDMENT DEPTH INTO'STRUCTURAL <br /> N0. 2 SYP SCAB BLOCKING EVERY 48° O.C. EACH 48" SECTION 60 Cell Module <br /> ONE FACE WITH 7RUSSES NEEDS A CL1P AT THE TOP AND BOTTOM. <br /> 10d's 3° O.C. 4X4 BLOCK OR DOUBLE 2X6 N0. 2 <br /> TRUSSES SYP BLOCKING WITH tOd's 3° O.C. <br /> (4) 16d NAILS OR DECK <br /> SCREWS EACH ENO <br /> HAND SPEED: 150 MPH <br /> IF ATTIC IS ACCESSIBLE, THEN DRILL 3/16" HOLES FROM BOTfOM OF TRUSS 1HROUGH TRUSS. DECKING AND ROOF COVERING TO MEAN ROOF HEIGHT: 30 FT I <br /> LOCATE CENTER OF TRUSS FROM ABOVE. lHEN DRII.L SHAFT AND PILOT HOLES FOR 4" SS LAG SCREM/5 FROM TOP OF ROOF. I <br /> WIND CODE: ASCE 7 � <br /> BEFORE SCRENANG DOVM COMPOSITE BOARD AND L—BRACKET, SPREAD GENEROUS AMOUNT OF SEALANT ON BOTTOM OF EXPOSURE: C I <br /> L—BRACKET AND ON LAG SCREW. AFTER ATTACHING L—BRACKET, APPLY ADDITIONAL SEALANT OVER EDGES OF BRACKET. CATAGORY II BUILDING j <br /> GCh. 1.9 <br /> TOTAL PRESSURE: WP"GCh 59.3 PSF <br /> RAIL INSTALLATION GUIDELINES ss.za• <br /> NUMBER OF BOLTS 48" O.C.: 2 <br /> CELLS /MODULE: 60 SHEAR VALUE: 670 LBS <br /> PV ARRAY MOUNTING SOLAR PANEL <br /> L—BRACKET� ` LENGTH: 65.24" TENSION VALUE: 816 LBS <br /> SHEAR PER BOLT: AREA • 10 PSF = 107 lBS I <br /> WIDTH: 38.86" <br /> �,�� �F �� TENSION PER BOLT: PRESSURE • AREA = 632 LBS II <br /> HEIGHT: 1.65" <br /> • NO CANIILEVER �� NO SPAN BETWEEN SUPPORT • NO CAN7ILEVER BOLT VALUE = SHEAR PER BOLT/SHEAR VALUE + <br /> GREATER THAN 24" CAN BE GREATER THAN 48° GREATER THAN 24" FRAME: ALUMINUM TENSION PER BOLT/7ENSION VALUE <br /> WEIGHT: 42 LBS — <br /> FRONT VIEW AREA: 21.33 SF I 38.86°=I BOLT VALUE: 0.94 <1.00 -- OK <br /> POWER HOTOVOLTAIC II <br /> CLAMP MODULE <br /> � WILLIAM MAY ELECTRIC <br /> POWER <br /> RAIL SUN MODULE WITH POWER RAILS <br /> MOUNl1NG F00T KEY ENGINEERING ASSOCIATES, INC. <br /> —� —32°-38'— + 1 INITIAL DESIGN DRAWING � '�KAB 2014; <br /> 4562 RUTLEDGE DRIVE, PALM HARBOR, FL 34685 <br /> � �3"—�s' • �3'—ts" ��E oescwanon � aarao�o �onr ' keyengg@aol.com <br /> END VIEW PR0.IECT SUPQtVISOR APPRO�ED � , I <br /> � PHONE: 727-781-1111 FAX: 727-781-1112 <br /> KEI1H A. BACHMANN, P.E. y 43780 �C��'�Q�� � ,,�e,NO. 530 COd7FtACT NO. SHEE7 � OF 1 <br /> � ��2�1,��� , <br /> . � , . ��.� � , <br /> � � . ;, <br /> „ ,, ,; ,, <br />