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CONTRACTOR: <br />Lic # 974115 <br />Ara Petrosyan <br />ALBERTO BERNABE <br />4318 W McFadden Ave, <br />Santa Ana,CA 92704,USA <br />ATTACHMENTS <br />QMLM-ST <br />DO NOT SCALE DRAWING SCALE: 1:4 WEIGHT: <br />ASIZE <br />TITLE: <br />PROPRIETARY AND CONFIDENTIAL <br />THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF QUICK MOUNT PV. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE <br />WRITTEN PERMISSION OF QUICK MOUNT PV IS PROHIBITED. COPYRIGHT © 2016 QUICK MOUNT PV <br />1.0723 <br />QMLM & QMLM-ST: L-MOUNT, <br />2-1/16" SLOT <br />ITEM <br />NO.DESCRIPTION QTY. <br />1 FLASHING, ROUNDED CORNERS, 9" X 12" X .040", .438" HOLE, 5052, <br />MILL 1 <br />2 L-FOOT, 2" X 3.30" FOR .438" O.D. FASTENER, 2-1/16" SLOT, 6061- <br />T6/6005A-T61, MILL 1 <br />3 WASHER, SEALING, 5/16" ID X 3/4" OD, EPDM BONDED SS 1 <br />4 LAG SCREW, HEX HEAD, 5/16" x 4", 18-8 SS 1 <br />*5 STRUCTURAL SCREW, QMPV, T-30 HEX WASHER HEAD, 5/16" X 4-1/2", <br />18-8SS 1 <br />1 AVAILABLE IN MILL, <br />AND BLACK FINISHES <br />2 <br />3 <br />4 <br />*5 <br />* STRUCTURAL <br />SCREW <br />AVAILABLE ON <br />QMLM-ST <br />VERSIONS ONLY <br />3.90 <br />.05 <br />(4.18) <br />2.36 <br />(1.06) <br />(2.95) <br />Ø.469 <br />2.46 <br />1.18 <br />QMLM <br />3.54 <br />5.31 <br />10.63 <br />14.17 <br />(4.96) <br />THIS EDGE TOWARDS ROOF RIDGE <br />4.77 <br />3.25 <br />Quick Mount PV <br />DIMENSIONS ARE IN INCHES TOLERANCES: <br />FRACTIONAL ± 1/8 <br />TWO PLACE DECIMAL ± 19 <br />THREE PLACE DECIMAL ± 094 <br />UNLESS OTHERWISE SPECIFIED: <br />5/16'' SS LAG BOLTS W/2.5'' <br />MIN. EMBEDMENT INTO WOOD <br />QUICK MOUNT ATTACHMENT DETAILS <br />ROOF <br />TRUSSES <br />PER TABLE <br />LA Solar Group <br />16238 B Raymer St., <br />Van Nuys, CA 91406 <br />Phone: (818) 373-0077 <br />LIC TYPE: C-46, C-10, C-39 <br />AS INDICATED <br />PV SYSTEM <br />Project Name and Address <br />No. Revision/Issue Date <br />General Notes <br />Project <br />Date <br />Scale <br />December 25, 2021 <br />ORION RAIL <br />PV 06 <br />ATTACHMENT <br />LAYOUT <br />NOTE: MAXIMUM ATTACHMENT DISTANCE 6'-0'' <br />Ara Panosyan <br />Designed By : <br />MODULES ON ROOF <br />1 Layer of _________ <br />Plywood & Building Felt <br />Roof Rafter Per Table <br />SOLAR MODULE <br />6" <br />ATTACHMENT <br />19° <br />Shingle <br />BLOCKING <br />DF#2 2x6 <br />8' <br />Load bearing wall <br />8'8' 8' <br />Load bearing wall <br />Load bearing wall <br />6' <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2021-5651 Structural Only <br />December 26, 2021 <br />Exp. 3-31-19 <br />No. C58724 <br />NITRAMW.DYO <br />REGISTEREDPROFE SSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />-23 <br />NOTE: <br />Engineer of Record assumes that all structural components of the existing building were <br />permitted and met the requirements of the Building Code at the time of construction. Solar <br />Contractor shall field verify that the roof framing is in its existing permitted condition and <br />capable of supporting required live loads. Framing specified on solar plans shall be <br />assumed to be minimum size and spacing, actual framing may be different. <br />5/16"x3.5" SS LAG SCREW <br />4318 W McFadden <br />Ave01/14/22