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I�—BRACKET ATTACHMENT DETA1� <br /> (ASPHALT SHINGLE METAL OR 1"IL ROOF — GENERAL NQTES: <br /> EITNER FLAT TlLE OR BARREL TILE WlTN 4-INCH MAX RISE� ALL WlNO LOADS MEET THE 2070 F�OR@A Enginee�ing For. <br /> BUICDtNG CflDE. <br /> PV ARRAY MQUNTING PV ARRAY MOUNIING CONNEC710N DESIGN ONLY. ALL WINL1 LOAD Agle Residence <br /> L-BRACKET--.._ 5/18" X 4" SS LAG SCREW l-BRACKET-`� 5ft6' X 4' SS tAG SCREW CALCULATIONS BASED ON CODE REh"ERENCE <br /> SEC3SON 1609, WHICH REFEREHCES ASCE 7. �457 Bt"@C1�W00{� �1"tV{.' <br /> SS FENDER WASHER p ROOF UNdERLAYMENT SS FENDER WASHER p RQOF UNDERIAYMENT SHAPE FAC70R (S DETERMINED PER ASCE 7. ZE? h hifis, FL 33542 j <br /> IF SITE CONDITIONS DIFFER FROM STATED P Yr I <br /> REFERENCE, CON7ACT ENGINEER. <br /> R46F COtVNEC710NS SHAtl USE A CUP NATH A ROOf MOLlCtf <br /> ` ROOF DECKING 5/16' pIAMETER LAG SCREW H7iH A MINIMUM <br /> 2 X 4 X 3'-0" DECKING 3° EMBEDMENT DEPTH INTp,STRUCTURAL <br /> Np. 2 SYP SCAB B�OCKING EVERY 48° O.C. EA{;H 48" SECIlON 60 Cel! Module <br /> ONE FAC£ WlTH TRUSSES NEEDS A Ct3P AT THE TOP AND 80T'EOh{. ' <br /> 10d's 3° O.C. 4X4 6LOCK OR DOUBLE 2X6 N0. 2 <br /> 1RUSSES SYP BLOCKING WITH 10d`s 3° O.C. <br /> i <br />� (4} tbd NAILS OR 6ECK <br /> SCREYVS EACH END <br /> W1Np SPEED: 150 MPH <br /> IF ATT1C tS ACCESSIBLE, 3NEN ORILL 3ji6" HOLES FR6M 64TTOM OF"tRUSS TFtR�UGH 7RUSS, DECKING AND R40F C6VERING TO MEAN ROaF HEIGHT: 30 FT <br /> I.00ATE CENTER OF TRUSS FF20M A60VE. THEN DRILL SHAFT AND PIL07 HOLES FOR 4" 55 LAG SCREWS FR�M TOP OF ROOF. <br /> HAND CODE: ASCE 7 <br /> BEFORE SCI2ENING OOWN COMPOSITE BOARD ANQ l-BRACKET. SPREAD GENEROUS AMQUNT QF SEALANT ON 80Tf4M OF EXPpSURE: C <br /> �-BRACKET AND ON LAG SCREW. AFTER ATTACHINC �-BRACKE7, APPIY ADOtTidNA�SEA(.ANT QV£R EDGES OF BRACKET. CATAG6RY 11 BUICDING <br /> ' WIND PRESSURE: 31.2 PSF <br /> TQTAL PRE55URE: WPwGCh 59.3 PSF <br /> RAIL INSTALLATION GUID�LINES 65•z4" <br /> NUMBER OF BO�TS 4$° O.C.: 2 <br /> PV ARRAY MOUNTiNG CELLS /MODULE: 60 SHEAR VALUE: 670 LBS <br /> �-BRACKET--� j-SOLAR PANEi. TENSI4N VALUE: 818 �BS <br /> � lENGTii: 65.24" <br /> � � Fj � WIDTH: 38.86" <br /> SNEAR PER BOLT: AREA • 10 PSF = 107 LBS <br /> s— ss .�.«—a TEN544N PER Bd�T: PRE3SURE " AREA = fi32 l.BS <br /> NEtGNT: t.65" <br /> ' NO CANTILEVER *� NO SPAN BE7WEEN SUPpQRT * NO CAN'fILEVER BOl.7 VALUE = SHEAR PER BOLT/SHEAR VALUE + <br /> GREA'fER THAN 24° CAN BE CREATER TNAN 48°� GREATER THAN 24" FRAME: ALUMINUM TENSION PER BOLT/1ENSION VALUE <br /> WfIGHi: 42 CBS <br /> FRONT VIEW AREA: 21.33 SF � 38.86° � � �BOL7 VALUE: 0.94 < 1.00 -- p� <br /> °-�p R PHOTOVOLTAIC , <br /> MP MODULE <br /> --� WI(�LIAM MAY E�ECl'RIC <br /> WER <br /> RAIL " �' ' � ' 'r , SUN MODULE WITH POWER RAILS <br /> MOUNTING FOOT � ' ' <br /> � •r•" KEY ENGINEERING AS50CIATES, INC. <br /> —* —32°-38"— •— 1 INITIAL DESlGN pRAWiNG KAEi' �20'!4 , ` 4562 RUTLEpGE DRIVE, PALM HARBpR, FL 34685 <br /> i <br /> • 13"-16'; , • 13"-16" �'�E nESaeiana+ arpaoveri' oA� , ' � keyenggC�Dpol.com <br /> "` ' PNONE: 727-781-1111 FAX. 727-781-1112 <br /> END VIE1N s�a.�cT sua¢�usor� naPR9vm 'A' t , <br /> ,. , KEI'TH A. BACHMANN, P.E. �43760 �`�'�1,-�, a ...�y✓'""^='�`�"""' ' �,qg N0. 'rJ��U CoNrnACT No, sHEEi 1 oF I <br /> �� �-�/ t�, , , � <br /> 1 { ' <br />