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REV <br />SHEET NAME <br />SHEET SIZE <br />SHEET NUMBER <br />ANSI B <br />11" X 17" <br />DATE DESCRIPTION <br />REVISIONS <br />Signature with Seal <br />PROJECT NAME & ADDRESS <br />PV-4 <br />PROJECT ID <br />MA <br />T <br />T <br />H <br />E <br />W <br /> <br />N <br />E <br />L <br />S <br />O <br />N <br />22 <br />2 <br />6 <br /> <br />N <br /> <br />H <br />A <br />T <br />H <br />A <br />W <br />A <br />Y <br /> <br />S <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />, <br />U <br />S <br />A <br />FRESH03/21/2022 ORIGINAL PLAN <br />2065 W OBISPO AVE #102 <br />GILBERT, AZ 85233 USA <br />866-572-2637 <br />LIC # CA-1019100 <br />ABHISHEK MAHESH <br />ATTACHMENT <br />DETAIL <br />PAGE 4 OF 17 <br />SCALE: NTS <br />2 <br />PV-4 <br />ATTACHMENT DETAIL <br />SCALE: NTS <br />1 <br />PV-4 <br />ATTACHMENT DETAIL(enlarged view) <br />PV MODULE <br />SEE (2/PV-3) FOR <br />ENLARGED VIEW <br />(E) SINGLE LAYER OF <br />COMP SHINGLE <br />PV MODULES <br />CHIKOUSA 7 RAILS FLASHING <br />COMPOSITION L FOOT <br />ATTACHMENT <br />(E) SINGLE LAYER OF <br />COMP SHINGLE <br />GROUNDING & END/MID <br />CLAMP <br />CHIKO ASPHALT ROOF <br />RACKING SYSTEM <br />2"x6" RAFTERS @ 24" O.C. <br />5/16" x 3 1/2" SS LAG BOLT <br />INTO TRUSS(S) 2 1/2" MIN. <br />PENETRATION SEALED <br />W/ GEOCEL. <br />CHIKOUSA CHANNEL NUT <br />2"X6" RAFTE <br />R <br />S <br /> <br />@ <br />24"O.C. <br />6" <br />VECTOR PROJECT #: A0035-0175-221 <br />Vector Structural Engineering has reviewed the <br />existing structure with loading from the solar array <br />and lag screw connections to the existing framing. <br />The design of the racking system, connections, and <br />all other structure is by others. Electrical, mechanical, <br />architectural, and all other nonstructural aspects of <br />the design are by others. <br />Apr 12, 2022 <br />2226 N Hathaway <br />St05/23/22