Laserfiche WebLink
6'-9" 11'-7" 1'-6" <br />1 <br />1 <br />' <br />- <br />5 <br />" <br />5' <br />- <br />9 <br />" <br />1 <br />' <br />- <br />6 <br />" <br />MSPACD INV <br />UM <br />JB <br />7'-0" 13'-10"13'-6" <br />2' <br />- <br />1 <br />0 <br />" <br />5' <br />- <br />9 <br />" <br />3' <br />- <br />5 <br />" <br />BAT <br />BI PLP <br />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-2 <br />PROJECT ID <br />J <br />A <br />M <br />E <br />S <br /> <br />M <br />I <br />N <br />N <br />I <br />S <br />24 <br />0 <br />1 <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 />FRESH10/23/2021 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 />A01/20/2022 REV <br />B03/11/2022 REV <br />C03/14/2022 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°180° 2"x4"24" o.c. <br />#2 20°270° 2"x4"24" o.c. <br />#3 20°180° 2"x4"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 = 21 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: 934.29 LBS. <br />POINT LOAD PER STANDOFF.: 934.29 LBS / 46 STANDOFF = 20.31 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 3 58.83 251.79 23.36 <br />#2 14 274.53 1006.68 27.27 <br />#3 4 78.44 341.78 22.95 <br />ROOF PLAN & MODULES <br />PAGE 2 OF 18 <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 />#1-3 21 411.79 2968.52 13.87 <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 />3/4" EMT CONDUIT <br />RUN ON ROOF <br />(N) CHIKO ASPHALT <br />RACKING SYSTEM <br />(46) CHIKOUSA COOMPOSITION <br />L-FOOT ATTACHMENTS @48"O.C. <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 />(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 />N <br />H <br />A <br />T <br />H <br />A <br />W <br />A <br />Y <br /> <br />S <br />T <br />(N) MAIN SERVICE PANEL, <br />225A RATED, 240V, <br />(N) SOLAREDGE TECHNOLOGY : <br />SE6000H-US INVERTER <br />INTEGRATED RAPID SHUTDOWN <br />(N) AC DISCONNECT <br />(E) UTILITY METER <br />ROOF #03 <br />(4) LONGI SOLAR LR4-60HPB <br />355M 355W MODULES <br />ROOF ACCESS POINT <br />ROOF #01 <br />(3) LONGI SOLAR LR4-60HPB <br />355M 355W MODULES <br />ROOF #02 <br />(14) LONGI SOLAR LR4-60HPB <br />355M 355W MODULES <br />18" FIRE SETBACK <br />18" FIRE SETBACK <br />1 <br />8 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />1 <br />8 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />18" FIRE SETBACK <br />18" FIRE SETBACK <br />36 <br />" <br /> <br />F <br />I <br />R <br />E <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />(N) JUNCTION BOX <br />(E) CHIMNEY <br />(21) SOLAREDGE POWER <br />OPTIMIZER P-401 <br />ROOF #3 <br />TILT - 20° <br />AZIM. - 180° <br />ROOF #2 <br />TILT - 20° <br />AZIM. - 270° <br />ROOF #1 <br />TILT - 20° <br />AZIM. - 180° <br />(N) BATTERY <br />BAT - BATTERY <br />(N) BACKUP INTERFACE <br />(N) PROTECTED LOAD PANEL <br />Vector Structural Engineering has reviewed the existing <br />structure with loading from the solar array and lag screw <br />connections to the existing framing. The design of the <br />racking system, connections, and all other structure is <br />by others. Electrical, mechanical, architectural, and all <br />other nonstructural aspects of the design are by others. <br />VSE Project#: A0035-0215-221 <br />August 17, 2022 <br />2401 N Hathaway - <br />20177169 (Battery <br />Back-Up)06/12/23