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MOUNTING DETAILS <br />S-1.0 <br />CUSTOMER INFORMATION <br />NAME&ADDRESS: <br />33°45'23.26"N 117°53'56.29"W <br />APN:004-161-28 <br />AHJ:CA-CITY OF SANTA ANA <br />SYSTEM INFORMATION <br />DESIGNER/CHECKED BY: <br />GV/PI <br />PROJECT NUMBER:RNRR-010696 <br />SCALE:AS NOTED PAPER SIZE:17"x11" <br />HAVERSTICK, CHIAKI <br />2050 W MARTHA LN, SANTA ANA, CA 92706. <br />ENGINEER OF RECORD <br />DATE:7/31/2024 REV:B <br />CONTRACTOR INFORMATION <br />NEW SYSTEM: <br />DC SYSTEM SIZE: 10665W <br />AC SYSTEM SIZE: 7830W <br />CEC AC SYSTEM SIZE: 9762W <br />MODULES: <br />(27)CANADIAN SOLAR CS3N-395MS <br />INVERTER: <br />(27)ENPHASE IQ8PLUS-72-2-US(240V,1PH) <br />BRANCH DETAILS: <br />1 BRANCH OF 13 MICRO INVERTERS (13 MODULES) <br />1 BRANCH OF 11 MICRO INVERTERS (11 MODULES) <br />1 BRANCH OF 3 MICRO INVERTERS (3 MODULES) <br />BATTERY: <br />(4) ENPHASE IQ BATTERY 5P-1P-NA,5kWH <br />BATTERY WITH 6 INTERGRATED <br />IQ8D-BATTERY MICRO-INVERTERS <br />10E. VINE ST, SUITE 216, <br />REDLANDS, CA 92373. <br />TEL:(909) 798-7457 <br />LIC:#B,C39@657221. <br />S-1.0 <br />B MOUNTING DETAILS <br />SCALE: 1/16" = 1'-0" <br />UPLIFT CALCULATIONS <br />UPLIFT 17748.7 LBS <br />PULL OUT STRENGTH 30750 LBS <br />POINT LOADING 27 LBS <br />MODULES DATA <br />CANADIAN SOLAR CS3N-395MS <br />MODULE DIMS 76.4"x41.3"x1.38" <br />LAG SCREWS 5/16"x3":2.5"MIN EMBEDMENT <br />AERIAL VIEW <br />SITE INFORMATION <br />SR.NO AZIMUTH PITCH NO. OF <br />MODULES <br />ARRAY AREA <br />(SQ. FT.)ROOF TYPE ATTACHMENT ROOF <br />EXPOSURE FRAME TYPE FRAME <br />SIZE <br />FRAME <br />SPACING <br />MAX RAIL <br />SPAN <br />OVER <br />HANG <br />MP-01 157°22°3 65.7 COMPOSITION <br />SHINGLE FLASH FOOT ATTIC RAFTERS 2 X 4 2'-0"6'-0"2'-0" <br />MP-02 151°18°10 219.1 COMPOSITION <br />SHINGLE FLASH FOOT ATTIC RAFTERS 2 X 4 2'-0"6'-0"2'-0" <br />MP-03 225°18°5 109.6 COMPOSITION <br />SHINGLE FLASH FOOT ATTIC RAFTERS 2 X 12 1'-4"5'-4"2'-0" <br />MP-04 315°18°9 197.2 COMPOSITION <br />SHINGLE FLASH FOOT ATTIC RAFTERS 2 X 12 1'-4"5'-4"2'-0" <br />DEAD LOAD CALCULATIONS <br />BOM QUANTITY LBS/UNIT TOTAL <br />WEIGHT (LBS) <br />MODULES 27 49.6 1339.20 <br />MID-CLAMP 40 0.050 2.00 <br />END-CLAMP 28 0.050 1.40 <br />RAIL LENGTH 209 0.680 142.12 <br />SPLICE BAR 10 0.360 3.60 <br />FLASH FOOT 50 1.35 67.50 <br />MICRO-INVERTER 27 2.38 64.26 <br />TOTAL WEIGHT OF THE SYSTEM (LBS)1620.08 <br />TOTAL ARRAY AREA ON THE ROOF (SQ. FT.)591.62 <br />WEIGHT PER SQ. FT.(LBS)2.74 <br />WEIGHT PER PENETRATION (LBS)32.40 <br />MINIMUM FIRE ACCESS PATHWAYS PER CFC 2022 <br />RIDGE TO ARRAY: 3'-0" <br />EAVE TO ARRAY : 3'-0" <br />HIP/VALLEY W/ ADJACENT ARRAY: 1'-6" <br />EACH SIDE HIP/VALLEY W/O ADJACENT ARRAY: 0'-0" <br />NOTE: INSTALLER TO VERIFY RAFTER SIZE, SPACING AND SLOPED <br />SPANS, AND NOTIFY ANY DISCREPANCIES BEFORE PROCEEDING. <br />FIRE SETBACK <br />6' <br />3' <br />3' <br />ARRAY MP-01 <br />ALUMINIUM RAILS <br />2 X 4 RAFTERS@ 2'-0" SPACING <br />ARRAY MP-02 <br />2 X 12 RAFTERS@ 1'-4" SPACING <br />ARRAY MP-03 <br />3'3' <br />5'- <br />4 <br />" <br />ARRAY MP-04 <br />Structural Only <br />2050 W Martha Ln <br />9/16/2024