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901 E Grovemont St- 101118284 & 20182123 - Plan
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901 E Grovemont St- 101118284 & 20182123 - Plan
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Last modified
7/31/2025 10:08:14 AM
Creation date
6/5/2025 7:36:48 AM
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Plan
Permit Number
20182123
101118284
Full Address
901 E Grovemont St
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B7 B8 <br />B2 B3 B4 B5 B6 <br />B1 A8 A7 A6 A5 <br />A1 A2 A3 A4 <br />02-S-1.0 <br />REVISIONS <br />DOC ID: <br />PROJECT <br />SUMMARY <br />GR <br />I <br />D <br />- <br />T <br />I <br />E <br />D <br /> <br />S <br />O <br />L <br />A <br />R <br /> <br />P <br />O <br />W <br />E <br />R <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />SSPR-013 <br />90 <br />1 <br /> <br />G <br />R <br />O <br />V <br />E <br />M <br />O <br />N <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />DATE: 01/22/24 <br />CONTRACTOR: PAUL NAKHLE <br />COMPANY: SOLECTRIC SOLUTION <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />1 <br />PV-5 <br />ATTACHMENT PLAN <br />SCALE: 1" = 10' <br />MOUNTING SYSTEM PROPERTIES <br />RAIL MODEL SNAPNRACK UR-40 <br />ANCHOR MODEL SNAPNRACK SPEEDSEAL <br />242-02163 <br />FASTENING METHOD 2.5 INCH EMBEDMENT INTO TRUSSES <br />WITH (1) 5/16IN DIA. FASTENER <br />MAX. ALLOW. RAIL SPAN <br />77 IN (ZONE 1) <br />63 IN (ZONE 2) <br />50 IN (ZONE 3) <br />MAX. MOUNT SPACING 48 IN (ZONE 1,ZONES 2 AND 3) <br />MAX. ALLOW. CANTILEVER <br />26 IN (ZONE 1) <br />21.0 IN (ZONE 2) <br />17.0 IN (ZONE 3) <br />GROUNDING AND BONDING INTEGRAL GROUNDING CERTIFIED <br />TO UL2703 REQUIREMENTS <br />DEAD LOAD CALCULATIONS <br />LOAD QTY LBS TOTAL LBS <br />MODULES 16 48.5 776.0 <br />MICROINVERTER 16 2.38 38.1 <br />LINEAR FEET OF RAIL 112 0.4 44.8 <br />ANCHORS 36 1.7 61.2 <br />MISC. HARDWARE 9.8 9.8 <br />TOTAL ARRAY WEIGHT 929.9 <br />AREA NAME QTY SQFT TOTAL SQFT <br />MODULES 16 20.97 335.5 <br />POINT LOAD (TOTAL ARRAY WEIGHT / ANCHORS) <br />(LBS)25.8 <br />DIST. LOAD (TOTAL ARRAY WEIGHT/ TOTAL <br />MODULES AREA) (PSF)2.8 <br />ROOF PROPERTIES <br />ROOF MATERIAL SHINGLE(1 LAYER) <br />SLOPE 6:12 (28°); 4:12 (17°) <br />MEAN ROOF HEIGHT 15 FT <br />DECK SHEATING 15/32" OSB <br />CONSTRUCTION TRUSSES (2X TP[ CHORD), 24 IN OC <br />MODULE MECHANICAL PROPERTIES <br />MODEL APTOS SOLAR TECHNOLOGY LLC, <br />DNA-108-BF10-400W <br />DIMENSIONS 67.7IN X 44.6IN X 1.38IN (20.97 SQFT) <br />WEIGHT 48.5 LBS <br />NOTES <br />1 <br />TRUSS LOCATIONS ARE APPROXIMATE. ACTUAL <br />LOACTIONS MAR DIFFER AND CONTRACTOR MAY NEED <br />TO ADJUST MOUNT LOCATIONS. IN NO CASE SHALL THE <br />MOUNT SPACING EXCEED "MAX. MOUNT SPACING" <br />STRING A - 8 MODULES <br />STRING B - 8 MODULES <br />24 <br />01/29/2024 <br />VSE Project Number: U3998.0088.241 <br />651 W. galena park blvd. ste. 101 <br />draper, Utah 84020 <br />phone (801) 990-1775 <br />www.vectorse.com <br />® <br />Vector Structural Engineering has reviewed the existing <br />structure with loading from the solar array and screw <br />connections to the existing framing. The design of the <br />racking system, racking connections, and all other <br />structural is by others. Mechanical, architectural, and all <br />other nonstructural aspects of the design are by others. <br />Electrical is by others, unless stamped by Dean Levorsen. <br />901 E Grovemont St- <br />101118284 & 201821233/21/2024
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