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- - --- � _ ��I <br /> � ' ` <br /> � \ V <br /> � � <br /> � � _y . <br /> L—BRACKET ATTACHMENT DETAIL �� � � � <br /> (ASPHALT SHINGLE. METAL. OR TILE ROOF — �- �4!� GENERAL NOTES: �y� <br /> EITHER FLAT TILE OR BARREL TILE WITH 4—INCH MAX RISE) tg�� ALL NAND LOADS MEET �io� eui�oiNc Engineering For: <br /> ���� CODE (5TH EDITION ) � <br /> PV ARRAY MOUNTING PV ARRAY MOUNTING �� �� CONNECiION DESIG L�AL ND LOAD Carter Residence <br /> L-BRACKET� 5/16" X 4' SS LAG SCREW L-BRACKET� 5/16' X 4'S9 ��C� CALCULAT10N5 BA 0 EFERENCE <br /> � secnoN isos, wHr• R s nsce �. 7906 Merchantville Cir. <br /> SS FENDER WASHER p ROOF UNDERLAYMENT SS FENDER WASHER p ROOF UNB�2�l� SHAPE FACTOR IS�ETE N ER ASCE 7. Z2 I'1 IIIIIS, FL 33540 <br /> .� -�- IF SITE CONDITION�DIF STATED P � <br /> ��Q�j REFERENCE, CON�IgT�R IW <br /> � ROOF (,� CONNECTIONS S�L J� P WITH A Roof Mount <br /> ROOF DECKING � �� 5/16" DIAMETEFIdjTAG�56R ' TH A MINIMUM <br /> DECKING ��� 3" EMBEDMENT(�EP�y T 1RUCiURAL 60 Cell Module <br /> O P�� BLOCKING EVERY 48�0.C13p ACH 48" SECTION <br /> ,�,�g��y � � NEEDS A CL1P AT THE TOP AND BOTTOM. <br /> TRUSS 4X4 BLOCK OR DO�+p�p¢��� <br /> TRUSSES S1P BLOCKING HAT}I'1Qd�s�@��C� <br /> (4) 76d NAILS OR DECK _ <br /> SCREWS EACH END <br /> � N7ND SPEED: 150 MPH <br /> IF /YTTIC IS ACCfiSSIBLE, THEN DRILL 3/16" HOLES FROM BOTTOM OF iRUSS THROUGH TRUSS, DECKING AND ROOF COVERING TO MEAN ROOF H�GHT: 30 FT <br />:'�� �` LOCATE CENTER;qF TRUSS FROM ABOVE. h1EN DRILL SHAFT AND PILOT HOLES FOR 4" SS LAG SCREWS FROM TOP OF ROOF. i <br /> WIND CODE: ASCE 7 <br /> BEFORE SCR�4AN�DOWN COMPOSITE BOARD AND L-BRACKET, SPREAD GENEROUS AMOUNT OF SEALANT ON BOTTOM OF EXPOSURE: C <br /> � L-BRACKET AND�ON LAG SCREW. AFTER ATfACHING L-BRACKET, APPLY ADDITIONAL SEALANT OVER EDGES OF BRACKET. CATAGORY II BUILDING <br /> WIND PRESSURE: 31.2 PSF <br /> � GCF. 1.9 <br /> , TOTAL PRESSURE: 4YP�GCF. 59.3 PSF <br /> . RAIL INSTALLATION GUIDELINES es.za" NUMBER OF BOLTS 48' o.c.: 2 <br /> PV ARRAY MOUNTING CELLS /MODULE: 60 SHEAR VALUE: 670 LBS <br /> L-BRACKET SOLAR PANEL TENSION VALUE: 816 LBS <br /> 1 � LENGTH: 65.24" <br /> SHEAR PER BOLT: AREA ' 10 PSF = 107 LBS <br /> � WIDTH: 38.86" <br /> I I— � �� �`� HEIGHT: 1.65" TENSION PER BOLT: PRESSURE • AREA = 632 LBS <br /> j • NO CANTILEVER �� NO SPAN BETVIEEN SUPPORT • NO CAN7ILE�ER BOLT VALUE = SHEAR PER BOLT/SHEAR VALUE + <br /> GREATER THAN 24" CAN BE GREATER lHAN 48' GREATER hIAN 24` FRAME ALUMINUM 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 /> IRONRIOGE PHOTOVOLTAIC <br /> CLAMP MODULE <br /> IRONRIDGE RAIL .� � ' ' ' ' WILLIAM MAY ELECTRIC <br /> SUN MODULE WITH IRONRIDGE <br /> MOUNTING F00T <br /> —• —32'-38'— '— <br /> 1 INITIAL DESIGN DRAWING � KA'3 � �017 ' � KEY ENGINEERING ASSOCIATES, INC. <br /> • 13'-t6' • 13'-is' issue • - • 4562 RUTLEDGE DRIVE, PALM HARBOR, FL 34685 <br /> " ' ' N0. DESCRIPDON aaasoy� oa� , keyenggC�aol.cam <br /> END VIEW �� ' PROJECT SUPQtNSOR r�r�ov� � . 9 �/ —�—, , PHONE: 727-781-1111 FAX. 727-781-1112 <br /> � KQiH A. BAqiMANN. P.E �43760 WIJL��'l �1 U`��-�---�' ,,�No. 530 COt�7ftACi N0. SHEET � OF � <br /> - l � , <br /> , �o�,9� �� , <br /> . , , <br /> � � <br /> I <br />