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MODULE Q.PEAK DUO BLK ML-G10+ 410 <br />MODULE DIMENSIONS 74.0" X 41.10" X 1.26" <br />MODULE WEIGHT 48.5 LBS <br />TOTAL ARRAY AREA 215.32 SQ. FT. <br />TOTAL ROOF AREA 2675.97 SQ. FT <br />ROOF TYPE ASPHALT SHINGLE <br />NO. OF STORIES 1 <br />ROOF COVERAGE 8.0 % <br />SPRINKLER SYSTEM <br />INSTALLED (CFC <br />903.3.1.3) <br />NO <br />PV-4REV: A 8/30/2024 <br />CONSUELO SMITH <br />931 W 18TH ST <br />SANTA ANA, CALIFORNIA 92706 <br />APN # 39905308 TEL #: (714) 975-0828 <br />CLIENT: <br />ROOF PLAN <br />CSLB # 619149 CLASS: B, C-10 <br />NAME: GARY GIETZ, JACK MCCLARY <br />SIGNED: 8/30/2024 PHONE 310.904.6139 <br />ENERGY SERVICE PARTNERS <br />970 W 190TH ST, STE 302 <br />TORRANCE, CA 90502 <br />CONTRACTOR: <br />ROOF PLAN <br />scale: 0.008312 <br />ROOF <br />PITCH <br />(DEG) <br />AZIMUTH <br />(DEG) <br />PV AREA <br />(SQ. FT) <br />NO. OF <br />MODS ROOF TYPE ROOF ATTACHMENT ROOF HEIGHT EXPOSURE MATERIAL CONSTRUCTION RAFTER <br />SIZE <br />RAFTER <br />SPAN <br />RAIL ATTACHMENT <br />SPACING <br />MAX <br />CANTILEVER <br />LENGTH <br />ARRAY 1 21⁰142⁰215.32 10 ASPHALT SHINGLE K2 FLEX FOOT 1 - STORY ATTIC WOOD RAFTER 2X4 8' - 0"48" OC 1' - 4" <br />CROSSRAIL <br />44-X <br />(N) ARRAY 1 <br /> 0'-18" EAVE <br />OVERHANG <br />MODULE <br />STRUCTURAL <br />ATTACHMENT <br />2X4 RAFTER @ 24"OC <br />ROOF FRAMING SECTION <br />scale: NTS <br />BILL OF MATERIAL <br />OBJECTS COUNT <br />MODULES 10 <br />FOOTINGS 22 <br />MID CLAMPS 16 <br />END CLAMPS 8 <br />RAILS (166")5 <br />SPLICES 4 <br />NOTE: <br />-LAG SIZE IS TYPICAL 5 <br />16" WITH LENGTH BASED <br />ON SITE CONDITIONS AND MIN. <br />REQUIREMENTS FROM MANUFACTURE IN <br />ORDER TO GET THE REQUIRED EMBEDMENT <br />-EMBEDMENT IS MIN. 2 1 <br />2" UNLESS SPECIFIED <br />MORE BY MANUFACTURE <br />MIN. 1 <br />2"MIN. 1 <br />2" <br />MIN. 2 1 <br />2" <br />EMBEDMENT <br />TYP. 5 <br />16" <br />LAG SCREW <br />LAG INSTALL ZONE <br />ENLARGED TYPICAL <br />ANCHOR DETAIL <br />CEILING JOIST2X4 WEB MEMBERSEXTERNAL LOAD <br />BEARING WALL <br />MODULE CLAMP <br />ATTACHMENT <br />END CLAMP TORQUE: <br />123.6 in-Ib (14 Nm) <br />MID CLAMP TORQUE: <br />144 in-lb (16 Nm) <br />MODULE <br />EVEREST <br />CROSSRAIL 44-x <br />K2 FLEX FOOT <br />5/16" X 3-1/2" <br />SS LAG SCREW <br />MINIMUM 2-1/2" EMBEDMENTSTRUCTURAL ATTACHMENT <br />@ MAX 48" OC <br />5" <br /> TYPICAL ELEVATION DETAIL <br />scale:NTS <br />K2 FLEX FOOT <br />4' <br />2X4 RAFTER @ 24"OC <br />26 <br />This item has b een digitally signed <br />and sealed on Sep 06, 2024 <br />931 W Eighteenth <br />St10/18/2024