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CITY OF SANTA ANA <br />y <br />Ap''pro'V'ed <br />FOR PERMIT ISSUANCE <br />® m ® Ar TOP VIEW„ 11 <br />4 <br />aster ID: <br />® ate: <br />-1 <br />i <br />2'-0 <br />3� 1 <br />16 <br />8�� MODULE FRAME 4 <br />TOP CLAMP 151, <br />�`�- S2.0 I 16 <br />L <br />ULL CLAM ® x Es <br />6` 6. <br />7- 2t-51" L4 <br />_ 8 <br />8 r5, 6 31 1 » <br />16 <br />S2.0 <br />eeeeeee a ee. <br />MECHANICAL ANCHOR _ <br />8 4„ _ - <br />S2.0 5/16" x 7/8"L HEX BOLT <br />101" 1116„ <br />g <br />909 0800 000000000 <br />SCALE: 1-1 /2" ooG0000GG o00000000 00000000G Goo® Goo <br />('I'� MODULE ATTACHMENT DETAIL 3 SOLLEGA FAST RACK 510(FR510 <br />S2.0 = 1'-0" <br />�-o <br />SCALE: 1-1 /2" = 1'-0" 4 C LAM P D ETAI L <br />�-o <br />SCALE: 6" = 1'-0" <br />FOR ANCHORS: <br />5/16" STAINLESS STEEL ANCHOR TO FASTRACK CONNECTION DETAILS USE U-2400 ANCHORS W/ THE FOLLOWING FASTENERS: <br />5/16" STAINLESS STEEL SERRATED FLANGE NUT ALTERNATE VIEWS <br />SERRATED FLANGE NUT TO PLYWOOD DECK: <br />USE (8) #12 WOOD SCREWS FULLY PENETRATED THROUGH THE <br />L—FOOT PLYWOOD W/ MIN 1/4" PROTRUDING BEYOND THE BOTTOM OF THE <br />L—FOOT PLYWOOD DECK. <br />0 <br />8 8 8 ® ®e e FASTRACK510 CORNER <br />SUPPORT CUTOUT <br />(E—W OR N—S ORIENTATION) 1 <br />STAINLESS STEEL <br />SQUARE WASHER <br />0511, <br />U—ANCHOR PLATE WITH 5/16" BOLT 5/16" STAINLESS STEEL 8 o o 1 <br />CARRIAGE BOLT <br />0 <br />0 <br />6 ® % ® R3„ <br />S2.0 �„ <br />® TOP - RAIL/FASTRACK CONNECTION oh" <br />ANCHOR TO RAIL <br />OU IDE OF FASTRACK 1 „ <br />I 16 <br />999 99999 999999999 — 999 99999 e9ee9eee9 ('8-MECHANICAL ANCHOR DETAIL <br />S2.0 SCALE: 1-1 /2" = 1 '-0" <br />CORNER SUPPORT TO 6 5 6 CORNER SUPPORT TO NOTE: <br />INSIDE OF FASTRACK S2.0 S2.0 S2.0 INSIDE OF FASTRACK CONTRACTOR SHALL FIELD VERIFY PRESENCE OF EXISTING RIGID INSULATION <br />GGeGeeGG9 eeeG 9eG BELOW ROOF ANCHORS. WHERE RIGID INSULATION OCCURS AND IS: <br />MECHANICAL ANCHOR ATTACHMENT ASSEMBLY FRONT VIEW 1) LESS THAN 6 INCHES IN THICKNESS AND/OR STRUCTURAL DECKING IS <br />SIDE - RAIL/FASTRACK CONNECTION PRESENT ABOVE, THE ATTACHMENT IS STRUCTURALLY ADEQUATE AND <br />NO ALTERATIONS ARE REQUIRED <br />2) GREATER THAN 6 INCHES IN THICKNESS, AND STRUCTURAL DECKING IS <br />NOT PRESENT ABOVE, THE CONTRACTOR SHALL NOTIFY PZSE. THE <br />CONTRACTOR SHALL REMOVE THE AREA OF EXISTING INSULATION EQUAL <br />5, 6 AN C H 0 R RAIL FASTRACK CONNECTION DETAILS TO THE AREA UNDER THE ATTACHMENT, AND REPLACE WITH SOLID WOOD <br />BLOCKING FLUSH WITH THE EXISTING ROOF MEMBRANE. <br />S2.0 SCALE: NTS <br />WATERPROOFINGALL BE ADDRESSED BY OTHERS. <br />Zi ol e a M <br />Sol lega: 415-648-1299 <br />128 De Montfort Ave., <br />San Francisco, CA 94112 <br />www.Sollega.com <br />O <br />Location <br />2129 South Wright Street,Santa <br />w <br />z <br />o <br />z <br />Ana,CA 92705 <br />Installer <br />CalSolarinc <br />U <br />w <br />w <br />Contact <br />Will Breiholz <br />p <br />0 <br />Email <br />wbreiholz@ca-solar.com <br />Phone <br />310.316.0413 <br />//QRpFESSIpN\�ENNEiH Iq� <br />U m <br />w- A <br />DRAWING INFO. <br />Date & Time <br />4/8/2024 7:40 AM <br />Prepared/Approved by <br />JC <br />LR <br />Sheet Name <br />S2.0 <br />U) <br />w <br />I— <br />O <br />No.S3878 <br />w. 3-31-25 <br />OFCCAOPF V <br />