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MS <br />P <br />ACD <br />UM <br />INV <br />JB <br />5'-11" 11'-7" 1'-6" <br />21 <br />' <br />- <br />1 <br />1 <br />" <br />27 <br />' <br />- <br />1 <br />0 <br />" <br /> <br />3' <br />- <br />3 <br />" <br /> <br />REV <br />SHEET NAME <br />SHEET SIZE <br />SHEET NUMBER <br />ANSI B <br />11" X 17" <br />DATE DESCRIPTION <br />REVISIONS <br />PROJECT NAME & ADDRESS <br />PV-2 <br />PROJECT ID <br />HU <br />G <br />O <br /> <br />M <br />O <br />R <br />A <br />28 <br />1 <br />4 <br /> <br /> W <br />A <br />V <br />ER <br />L <br />Y <br /> <br />A <br />V <br />E, <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 />FRESH11/08/2021 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 />A11/09/2021 REV <br />B12/24/2021 REV <br />Signature with Seal <br />C02/03/2022 REV <br />ROOF PLAN & <br />MODULES <br />ROOF DESCRIPTION <br />ROOF TYPE COMP SHINGLE <br />ROOF ROOF TILT AZIMUTH RAFTERS <br />SIZE <br />RAFTERS <br />SPACING <br />#1 20° 270° 2"x6"24" o.c. <br />LEGEND <br />- JUNCTION BOX <br />MSP - MAIN SERVICE PANEL <br />- VENTS, DISH (ROOF OBSTRUCTION) <br />- ROOF ATTACHMENT <br />- RAFTERS <br />- CONDUIT <br />- UTILITY METER <br />SCALE: 1/8" = 1'-0" <br />- SOLAREDGE OPTIMIZER <br />MODULE TYPE, DIMENSIONS & WEIGHT <br />ACD - AC DISCONNECT <br />- INVERTER <br />1 <br />PV-2 <br />NUMBER OF MODULES = 16 MODULES <br />MODULE TYPE = LONGI SOLAR LR4-60HPB 355M 355W MODULES <br />MODULE WEIGHT = 42.99 LBS / 19.5 KG. <br />COMPONENT WEIGHT: 1.5 LBS. PER MODULE <br />TOTAL DEAD LOAD: 711.84 LBS. <br />POINT LOAD PER STANDOFF.: 711.84 LBS / 32 STANDOFF = 22.25 LBS <br />MODULE DIMENSIONS = 69.09"x 40.87" = 19.61 SF <br />UNIT WEIGHT OF ARRAY = 2.27 PSF <br />UM <br />JB <br />INV <br />ARRAY AREA WITH TOTAL ROOF AREA <br />ROOF # OF <br />MODULES <br />ARRAY AREA <br />(Sq. Ft.) <br />TOTAL <br />ROOF <br />AREA <br />(Sq. Ft.) <br />ROOF <br />AREA <br />COVERED <br />BY ARRAY <br />(%) <br />#1 16 313.75 1007.00 31.16 <br />ROOF PLAN & MODULES <br />PAGE 2 OF 14 <br />ARRAY AREA WITH WHOLE ROOF AREA <br />ROOF # OF <br />MODULES <br />ARRAY AREA <br />(Sq. Ft.) <br />TOTAL <br />ROOF <br />AREA <br />(Sq. Ft.) <br />ROOF <br />AREA <br />COVERED <br />BY ARRAY <br />(%) <br />#1 16 313.75 3686.99 8.51 <br />LONGI SOLAR <br />LR4-60HPB 355M <br /> 355W MODULES <br />40.87" <br />69 <br />. <br />0 <br />9 <br />" <br />- GAS METERGAS <br />ROOF #1 <br />TILT - 20° <br />AZIM. - 270° <br />(E <br />) <br /> <br />F <br />R <br />O <br />N <br />T <br /> <br />O <br />F <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />WA <br />V <br />E <br />R <br />L <br />Y <br /> <br />A <br />V <br />E <br />3/4" EMT CONDUIT <br />RUN ON ROOF <br />(N) JUNCTION BOX <br />(N) CHIKO ASPHALT <br />ROOF RACKING SYSTEM <br />(32) CHIKOUSA COMPOSITION <br />L-FOOT ATTACHMENTS @48"O.C. <br />(16) SOLAREDGE POWER <br />OPTIMIZER P-401 <br />18" FIRE SETBACK <br />18" FIRE SETBACK <br />18 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br />S <br />E <br />T <br />B <br />AC <br />K <br />18 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br />S <br />E <br />T <br />B <br />AC <br />K <br />36" FIRE SETBACK <br />(E <br />) <br /> <br />B <br />A <br />C <br />K <br /> <br />O <br />F <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />ROOF #01 <br />(16) LONGI SOLAR LR4-60HPB <br />355M 355W MODULES <br />(E) MAIN SERVICE PANEL, <br />200A RATED, 240V, <br />(N) SOLAREDGE TECHNOLOGY : <br />SE5000H-US INVERTER <br />INTEGRATED RAPID SHUTDOWN <br />(N) AC DISCONNECT <br />(E) UTILITY METER <br />ROOF ACCESS POINT <br />36" <br /> <br />FIRE <br />S <br />E <br />T <br />B <br />ACK <br />(E) PATIO <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 />VECTOR PROJECT #: A0035-0128-211 <br />Mar 08, 2022 <br />2814 N. Waverly <br />Street06/28/23