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1901 N Laird St - Plan
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1901 N Laird St - Plan
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Last modified
6/1/2025 12:00:16 PM
Creation date
6/1/2025 11:59:59 AM
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Template:
Plan
Permit Number
20178076
101112934
Full Address
1901 N Laird St
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101112934 - Permit
(Permit - Plan)
Path:
\Building\Permits\L\Laird St\1901 N Laird St
20178076 - Permit
(Permit - Plan)
Path:
\Building\Permits\L\Laird St\1901 N Laird St
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1
Creator:
Import Agent
Created:
6/1/2025 12:00 PM
Modified:
5/30/2025 1:48 PM
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SHEET: <br />DRAFTER <br />SIGNATURE <br />PROJECT ADDRESS: <br />REVISION # <br />DATE: <br />11/09/2022 <br />DRAWING <br />TYPE <br />PENGUIN HOME SOLUTIONS CHRISTIAN DANG <br />1901 LAIRD ST, <br />(000) 000-0000 <br />21860 VAN BUREN BLVD, BLDG 11, SUITE 101, <br />RIVERSIDE, CA 92518 <br />(888) 488 8001 <br />LICENSE#: C-10 1033658 <br />SANTA ANA, CA 92706 <br />PV-4 <br />STRUCTURAL ELEVATION <br />QUANTITY WEIGHT / UNIT TOTAL WEIGHT <br /> MODULE 23 49.6 LBS 1140.80 LBS <br />INVERTER 23 2.38 LBS 54.74 LBS <br />FOOTINGS 44 1.25 LBS 55.00 LBS <br />RAILING 150FT 0.75 LBS/FT 112.50 LBS <br />UFO CLAMPS 38 0.10 LBS 3.8 LBS <br />END CLAMPS 16 0.10 LBS 1.60 LBS <br />WEIGHT OF ARRAY 1368.44 LBS <br />AREA 1816.65 SQFT <br />WEIGHT PER AREA 0.75 LBS/SQFT <br />STRUCTURAL EVALUATION: <br />DEAD LOAD: <br />0.75 PSF < 4.0 PSF OK <br />24.9 LBS/PEN < 45 LBS/PEN OK <br />FOOTING SPACING: <br />72" = 72"" OK <br />TOP PLATE <br />LOAD BEARING WALL <br />RIDGE BOARD <br />2" X 6" RAFTERS @ 24" O.C <br />MID CLAMP <br />SOLAR MODULE <br />#14 5/16 X 2.5 SELF TAPING <br />SCREWS. <br />31° <br />UNIRAC SOLARMOUNT STANDARD RAIL <br />UNIRAC SOLARHOOK FLASH LOC DUO FOOTING <br />MATERIAL LIST <br />23 <br />ENPHASE - <br />IQ8PLUS 72-2-US <br />(240V) <br />[SI1-JUN20] <br />QTY EQUIPMENT DESCRIPTION <br />23 <br />CANADIAN <br />SOLAR (CSI) <br />CS3N-395MS <br />(395W) <br />1 JUNCTION BOX 600VDC, NEMA 3R, UL LISTED <br />1 AC DISCONNECT 600VAC, 60A, NEMA 3R, UL LISTED <br />1 IQ COMBINER BOX X-IQ-AM1-240-4 <br />1 PV BREAKER 2 POLE, 240V, 40A <br />44 ATTACHMENTS UNIRAC FLASHLOC DUO FOOTING <br />150' RAIL UNIRAC RACKING <br />38 MID CLAMPS UNIRAC UNIVERSAL AF MID <br />CLAMPS <br />16 END CLAMPS UNIRAC UNIVERSAL AF END <br />CLAMPS <br />50' CONDUIT 3/4" OR LARGER EMT CONDUIT <br />1/2" PLYWOOD SHEATHING <br />COMPOSITION SHINGLE ROOF <br />@ 31° PITCH <br />LAG BOLT SCHEDULE <br />LOCATION INFIELD 3' SIDE ZONES 3' CORNER ZONES <br />SELF <br />TAPING <br />SCREWS <br />5/16" x 2.5" 5/16" x 2.5"5/16" x 2.5" <br />OPEN CIRCUIT VOLTAGE (Voc) : <br />MAX. POWER VOLTAGE (Vmp) : <br />SHORT CIRCUIT CURRENT (Isc) : <br />MAX. POWER CURRENT (Imp) : <br />PTC RATING : <br />44.3V <br />37.0V <br />11.44A <br />10.68A <br />372.75W <br />MAX. DC INPUT VOLTAGE : <br />MPPT VOLTAGE RANGE : <br />MAX. AC OUTPUT VOLTAGE RANGE : <br />MAX. AC OUTPUT CURRENT : <br />MAX. AC POWER OUPUT : <br />NEC EFFICIENCY : <br />60V <br />29V-45V <br />211-264V <br />1.21A <br />290W <br />97.0% <br />Exp. 3-31-19 <br />No. C58724 <br />NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />-213 <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2022-4673 Structural Only <br />November 10, 2022 <br />NOTE: <br />Engineer of Record assumes that all structural components of <br />the existing building were permitted and met the requirements <br />of the Building Code at the time of construction. Solar <br />Contractor shall field verify that the roof framing is in its <br />existing permitted condition and capable of supporting <br />required live loads. Framing specified on solar plans shall be <br />assumed to be minimum size and spacing, actual framing <br />may be different. <br />(1) 5/16" x 3.5" SS LAG <br />SCREWS WITH 2.5" MIN <br />EMBEDMENT INTO WOOD <br />1901 N Laird St <br />12/06/22
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