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5*''607/$'4 <br />5+6'2.#0 <br />28 <br />PHOTOVOLTAIC <br />SOLAR SYSTEM <br />0 <br />% <br />7 <br />5 <br />6 <br />' <br />4 <br /> <br />5 <br />6 <br /> <br />DRIVEWAY <br />EXISTING 200A <br />SERVICE OF HOUSE <br />EXISTING PV SYSTEM ON EXISTING ROOF <br />OF HOUSE <br />(N) - Single Family Dwelling <br />BACKYARD <br />Roof Access, no <br />doors or window underneath <br />18340 YORBA LINDA BLVD#107-497 <br />YORBA LINDA,CA, 92886 <br />PH. (949) 795-3472 <br />PROPERTY LINE <br />PROPERTY LINE <br />TENCO <br />SOLAR <br />MATTHEW MITERA <br />CONTRACTOR C10 C46 <br />"NO VENTS (DORMER, <br />PLUMBING,MECHANICAL) <br />TO BE COVERED OR <br />ROUTED AROUND SOLAR <br />MODULES" <br />ALL EQUIPMENT SHALL <br />BE PAINTED PRIOR TO <br />INSPECTION <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />5:12 <br />$]LPXWKƒ <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />6 PANELS <br />)7ð <br />5/12/2024 <br />1338 1/2 N CUSTER ST <br />SANTA ANA,CA,92701 <br /> NASER KIANFARD <br />APN#39818117 <br />1338 1/2 N CUSTER ST <br />SANTA ANA,CA,92701 <br />TEL(714)-719-0708 <br />-+#0(#4& <br />(E) - ADU <br />5:12 <br />$]LPXWKƒ <br />(E) <br />184'-513 <br />16" <br />182'-55 <br />8" <br />50'-5" <br />13'-95 <br />8" <br />PROPOSED PV SYSTEM ON EXISTING ROOF <br />OF ADU <br />EXISTING 125A <br />SUBPANEL OF ADU <br />(E)(E)(E)(E) <br />(E)(E)(E)(E)(E)(E)(E)(E) <br />(E) <br />(E) <br />Matthew Mitera <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2024-1290 Structural Only <br />May 8, 2024 <br />NOTE: <br />Engineer of Record assumes that all structural components of the existing <br />building were permitted and met the requirements of the Building Code at <br />the time of construction. Solar Contractor shall field verify that the roof <br />framing is in its existing permitted condition and capable of supporting <br />required live loads. Framing specified on solar plans shall be assumed to be <br />minimum size and spacing, actual framing may be different. <br />48” <br />Max Attachment Span <br />48 <br />” <br />Ma <br />x <br /> <br />R <br />a <br />i <br />l <br /> <br />S <br />p <br />a <br />n <br />Figure 8. Layout with rails perpendicular to ra <br />Drill pilot holes through the roof into the <br />center of the rafter at each L-foot lag screw <br />hole location. <br />Squirt sealant into the hole, and on the shafts <br />of the lag screws. Seal the underside of the L- <br />feet with a suitable sealant. Consult with the <br />company providing the roofi ng warranty. <br />Securely fasten the L-feet to the roof with <br />the lag screws. Ensure that the L-feet face as <br />shown in Figure 8 and 9. For greater ventila- <br />tion, the preferred method is to place the <br />single-slotted square side of the L-foot against <br />the roof with the double-slotted side perpen- <br />dicular to the roof. If the installer chooses to <br />mount the L-foot with the long leg against the <br />roof, the bolt slot closest to the bend must be <br />used.R <br />Installing L-feet <br />Aligning the <br />noit al lats ni <br />The opposit <br />area. Do no <br />If the rails a <br />can be align <br />If the rails a <br />must face th <br />alignment i <br />Mount mod <br />changes ma <br />delayed. <br />Edge <br />The opposit <br />area. Do not <br />If the rails ar <br />can be align <br />If the rails ar <br />must face th <br />alignment is <br />Mount mod <br />changes ma <br />delayed. <br />Edge <br />RACKING DETAILS <br />1338 1%2 N Custer <br />St5/31/2024