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2030 W. Ninth Street - Plan
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2030 W. Ninth Street - Plan
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Last modified
5/30/2025 1:40:12 PM
Creation date
5/30/2025 8:00:51 AM
Metadata
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Template:
Plan
Permit Number
20175398
101109540
Full Address
2030 W Ninth St
Document Relationships
101109540 - Permit
(Permit - Plan)
Path:
\Building\Permits\N\Ninth St\2030 W Ninth St
20175398 - Permit
(Permit - Plan)
Path:
\Building\Permits\N\Ninth St\2030 W Ninth St
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ROOF NOTES: <br />1. THE ROOF MODULES WILL NOT COVER ANY PLUMBING OR MECHANICAL VENTS <br />2. THIS SYSTEM IS ON COMP SHINGLE ROOF AT A 22° PITCH WITH 2X6 TRUSSED AT 24" O.C. <br />3. THIS ROOF HAS 1 LAYERS OF COMP SHINGLES. <br />4. THESE BUILDINGS ARE 1 STORY HOUSES AND GARAGE. <br />5. NO ATTACHMENTS SHALL BE MADE WITHIN 6 INCHES OF ALL NAILING PLATES. <br />6. MINIMUM SETBACK AT ROOF VALLEY OR HIP, 18" TYP. <br />7. MINIMUM SETBACK AT ROOFTOP, 3' TYP. <br />8. MINIMUM SETBACK AT ROOF EDGE, 3' TYP. <br />9. ALL WIRING SETBACK ON THE ROOF IS IN 3/4" EMT AND 4" ABOVE THE ROOF. <br />10. FIRE LADDER ACCESS POINTS, 3' TYP. SHALL NOT BE LOCATED OVER THE DOOR OR <br />WINDOW. <br />11. ALL LAG SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 2.5" <br />12. MAX CANTILEVER SHALL BE 24" OR AS SPECIFIED ON PLANS. <br />13. ALL RAILS TO BE LEVELED. <br />14. MAX WEIGHT SHALL BE 4 LBS PER SQUARE FOOT. <br />15. MAXIMUM WEIGHT PER VERTICAL SUPPORT SHALL NOT EXCEED 45 LBS. <br />16. ALL CONNECTIONS SHALL BE SEALED WITH WATERPROOF SEALANT. <br />17. PROVIDE 3/16" PILOT HOLE PRIOR TO INSTALLATION OF 5/16 LAG SCREW 31 <br />2" <br />67 <br />8" <br />4" <br />FLASHLOC BASE <br />MILL OR DARK <br />SS SERATED FLANGE NUT <br />SS LAG BOLT <br />W/SS EPDM BONDED WASHER <br />UNIRAC RAILS <br />(E) COMP ROOF <br />(E) 1/2" PLYWOOD <br />ROOF DECKING <br />5/16" DIAMETER <br />NE <br />X <br />U <br />S <br /> <br />E <br />N <br />E <br />R <br />G <br />Y <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />S <br />28 <br />1 <br />0 <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />2 <br />0 <br />1 <br />OX <br />N <br />A <br />R <br />D <br />, <br /> <br />C <br />A <br /> <br />9 <br />3 <br />0 <br />3 <br />5 <br />CL <br />A <br />S <br />S <br /> <br />B <br />CA <br /> <br />L <br />I <br />C <br />E <br />N <br />S <br />E <br /> <br /># <br />3 <br />5 <br />9 <br />0 <br />6 <br />0 <br />Drawing <br />Structure <br />Issue Date <br />11/17/2021 <br />J <br />U <br />A <br />N <br /> <br />D <br />E <br /> <br />L <br />E <br />O <br />N <br />20 <br />3 <br />0 <br /> <br />W <br /> <br />9 <br />T <br />H <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />5 <br />4 <br />1 <br />- <br />8 <br />8 <br />6 <br />8 <br />Designed by <br /> AMRUTESH VYAS <br />REV 1 <br />STAND-OFF <br />SOLAR <br />MODULE <br />RACK RAIL <br />TRUSS <br />48" <br />MAX RAIL SPAN <br />MAX ATTACH. SPAN <br />72" <br />MODULE ATTACHMENT <br />ROOF ATTACHMENT <br />Drawing <br />PV-3 <br />SCALE: 1/4" = 1'-0" <br />45'-9" <br />15'-1" <br />3' <br />3' <br />3' <br />2030 W. Ninth <br />Street02/23/22
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