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4'18'4'4'31'11'46'26'SLOPESLOPEFLAT ROOFROOF ACCESS 48" CLEARPERIMETER ACCESS 48" CLEARHVAC UNIT TYP90° 00' 00"98.50'NE0° 00' 00"46.00'NE90° 00' 00"98.50'NW0° 00' 00"46.00'SW13'67'HVAC UNIT TYPMAX TYP6'IRONRIDGEXR100Quickmount PVComp Flash/2S1.0ROOF ARRAYT: 18°Az:270°71'SOLAR MODULES(E) COMP SHINGLE(E) ROOF FRAMING TYP(1) 5/16"x3" NON CORROSIVE TYPELAG SCREW 2-1/2" MIN.EMBEDMENTPLACE SEALANT AROUND LAG BOLT AND UNDER STANDOFF BASE(E) ROOF SHEATHING TYPIRONRIDGE COMPOSITION LFOOT CAN BE MOUNTED IN ANY ORIENTATIONIRONRIDGE 3/8" BOLT(4"-10")7/16" X 0.75" NUT, FLANGEQUICKMOUNT PV FLASHED ROOF ATTACHMENTIRONRIDGE XR100 RAILX_________________________Confidentiality Statement:7/12/2023 2:50:25 PM To scale on 24x36 paperStructuralScott Bourdelais2060 N Tustin Ave, Santa Ana,CA 92705S1.0Tenco Solar Inc18340 Yorba Linda Blvd#107-497Yorba Linda, CA 92886714-637-6226This drawing is the property of Tenco Solar Inc. This information isconfidential and is to be used only in connection with work describedby Tenco Solar Inc. No part is to be discolosed to others withoutwritten permission from Tenco Solar IncTenco Solar IncLIC # C10, C46: 1092568EXP: 6/30/24Tenco Solar IncNo.DescriptionDate1/8" = 1'-0"1Array Layout3" = 1'-0"2Roof Standoff - IronRidge XR100 Rail Comp-COMPOSITION SHINGLE ROOF OVER PLYWOOD SHEATHING-2 X 6 RAFTERS AT 24" O.C.-PERIMETER WALLS OF THE BUILDING ARE CONCRETE WALL PANELS.-WIND SPEED: 95 MPH-EXPOSURE: Bwww. Loyd W Martin .comSolar Structures Engineering#2023-4093 Structural OnlyJuly 13, 2023NOTE:Engineer of Record assumes that all structural components of the existingbuilding were permitted and met the requirements of the Building Code atthe time of construction. Solar Contractor shall field verify that the roofframing is in its existing permitted condition and capable of supportingrequired live loads. Framing specified on solar plans shall be assumed to beminimum size and spacing, actual framing may be different.2060 N Tustin Ave - 101116106 &2018050010/4/2023