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ALL�'+'�1.I�SriALL�OIFiPLY WiT'rIAL+.
<br /> PREVAILING CODES,FLORIDA BUILDIVG �-���/;��� [�,�:.�� r' 3 �L I .
<br /> E.NATIONAL ELECT R I C C O D E A N D �d-Tlr(�F 4,-� ' -
<br /> L—BRACKET ATTACHM�IrvTT oETa,EPH�ILL 1V ����� ���I���
<br /> (ASPHALT SHINGLE. METAL. OR TILE ROOF — GENERAL NOTES:
<br /> EITHER FLAT TILE OR BARREL TILE WITH 4—INCH MAX RISE) ALL WIND LOADS MEET THE FLORIDA BUILDING Engineering For:
<br /> CODE (5TH EDITION 2014).
<br /> PV ARRAY MOUNTING PV ARRAY MWNTING CONNECTION DESIGN ONLY. ALL WIND LOAD OtIS Residence
<br /> L—BRACKET� 5/16" X 4" SS LAG SCREW L—BRACKET� 5/16' X 4' SS �AG SCREW SECTION 609, WHICH REfERENCES�S EC7. 6747 Northlake Dr
<br /> SS FENDER WASHER a ROOF UNDERLAYMENT SS FENDER WASHER o ROOF UNDERLAYMENT FHSITE COND�TIONSDDIFFERNFROMESTATED �' Zephyrhills, FL 33542
<br /> REFERENCE, CONTACT ENGINEER.
<br /> ROOF CONNECTIONS SHALL USE A CLIP WITH A Roof Mount
<br /> ROOF DECKING 5/16' DIAMETER LAG SCREW VATH A MINIMUM
<br /> DECKING 3' EMBEDMENT DEPTH INTO STRUCNRAL
<br /> BLOCKING EVERY 48" O.C. EACH 48" SECiION 60 Cell Module
<br /> TRUSS NEEDS A CUP AT hIE TOP AND BOTTOM.
<br /> 4X4 BLOCK OR DOUBLE 2X6 N0. 2
<br /> TRUSSES SYP BLOCKING WITH 10d's 3" O.C.
<br /> (4) 16d NAIIS OR DECK
<br /> SCREWS EACH ENO
<br /> WIND SPEED: 150 MPH
<br /> IF ATTIC IS ACCESSIBLE, THEN DRILL 3/16" HOLES FROM BOTTOM OF TRUSS iHROUGH TRUSS, DECKING AND ROOF COVERING TO MEAN ROOF HEIGHT: 30 FT
<br /> LOCATE CENTER OF TRUSS FROM ABOVE. THEN DRILL SHAFT AND PILOT HOLES FOR 4" SS LAG SCREWS FROM TOP OF ROOF. 4NND CODE: ASCE 7
<br /> BEFORE SCRENANG OOWN COMP051TE BOARD AND L—BRACKET, SPREAD GENEROUS AMOUNT OF SEALANT ON BOTfOM OF EXPOSURE: C
<br /> L—BRACKET AND ON LAG SCREW. AFTER ATTACHING L—BRACKET, APPLY ADDITIONAL SEALANT OVER EDGES OF BRACKET. i CATAGORY II BUILDING
<br /> WINO PRESSURE: 31.2 PSF
<br /> GCf: 1.9
<br /> TOTAL PRESSURE: WP�GCf: 59.3 PSF
<br /> RAIL INSTALLATION GUIDELINES s5.z4' NUMBER OF BOLTS 48^ o.c.: 2
<br /> PV ARRAY MOUNTING CELLS /MODULE: 60 I SHEAR VALUE: 670 LBS
<br /> L—BRACKET SOLAR PANEL
<br /> 1 � LENGTH: 65.24" TENSION VALUE: 816 LBS
<br /> SHEAR PER BOLT: AREA • 10 PSF = 107 LBS
<br /> I I I W107H: 38.86" I
<br /> I � '� I � I TENSION PER BOLT: PRESSURE • AREA = 632 LBS
<br /> I— —1 �I HEIGHT: 1.65"
<br /> • NO CANTILEVER �� NO SPAN BETWEEN SUPPORT • NO CANTILEVER FRAME: ALUMINUM BOLT VALUE = SHEAR PER BOLT/SHEAR VALUE +
<br /> GREATER THAN 24" CAN BE GREATER THAN 48' GREATER THAN 24" TENSION PER BOLT/TENSION VALUE
<br /> WEIGHT: 42 LBS
<br /> FRONT VIEW AREA: 21.33 SF I 38.86"�—I BOLT VALUE: 0.94<1.00 -- OK
<br /> PONIER PHOTOVOLTAIC
<br /> CLAMP Moou� �; , i , , � � WILLIAM MAY ELECTRIC
<br /> POWER ,
<br /> RAIL � , ; �, '�.,','�,'? , SUN MODULE WITH POWER RAILS
<br /> MOUN'f1NG FOOT � INITIAL DESIGN DRAWING � "� �� � �' �I�A9 j 2015 KEY ENGINEERING ASSOCIATES, INC.
<br /> —•--32'-38'— •— ' ��' 4562 RUTLEDGE DRIVE, PALM HARBOR, FL 34685
<br /> • 13'-16' • 13'-16' issuE oescaivnon ' � ','� aF a�� oa ' ke en @aol.com
<br /> No. � �I., .P,,' , � , , Y 99
<br /> END VIEW raa�cr sua�rsHsai APPROVEU ' PHONE: 727-781-1111 FAX: 727-781-1112
<br /> KE17H A. BACHMANN, P.E. �43780 ��•L�� N ��G��, ,' ;,,�No. 530 CON7RACi NO. �� � � �
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