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1441 W 17th St - Plan
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1441 W 17th St - Plan
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Last modified
6/6/2025 1:22:49 PM
Creation date
6/6/2025 1:22:19 PM
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Plan
Permit Number
20180369
101115926
Full Address
1441 W Seventeenth St
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101115926 - Permit
(Permit - Plan)
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\Building\Permits\S\Seventeenth St\1441 W Seventeenth St
20180369 - Permit
(Permit - Plan)
Path:
\Building\Permits\S\Seventeenth St\1441 W Seventeenth St
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HSS PER PLAN <br />AND SECTION <br />1/8" <br />A <br />SECTIONA <br />HSS PER PLAN <br />AND SECTION <br />PH <br />O <br />N <br />E <br /> <br />( <br />6 <br />2 <br />6 <br />) <br /> <br />8 <br />4 <br />0 <br />- <br />2 <br />3 <br />3 <br />8 <br />NS <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />17 <br />2 <br />5 <br /> <br />G <br />a <br />r <br />d <br />e <br />n <br />a <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br />G <br />l <br />e <br />n <br />d <br />a <br />l <br />e <br /> <br />9 <br />1 <br />2 <br />0 <br />4 <br />Date: <br />Drawn By <br />Job No. <br />Scale: <br />Sheet <br />NE <br />W <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />AS SHOWN <br />Pr <br />o <br />j <br />e <br />c <br />t <br />Dr <br />a <br />w <br />i <br />n <br />g <br /> <br />T <br />i <br />t <br />l <br />e <br />SK <br />Checked By <br />Neal Shah <br />Engineer Stamp <br />Th <br />e <br />s <br />e <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br /> <br />a <br />n <br />d <br /> <br />/ <br /> <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />a <br />c <br />c <br />o <br />m <br />p <br />a <br />n <br />y <br />i <br />n <br />g <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br />, <br />a <br />s <br /> <br />i <br />n <br />s <br />t <br />r <br />u <br />m <br />e <br />n <br />t <br />s <br /> <br />o <br />f <br />se <br />r <br />v <br />i <br />c <br />e <br />, <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />. <br />, <br /> <br />a <br />n <br />d <br /> <br />t <br />h <br />e <br />i <br />r <br />us <br />e <br /> <br />a <br />n <br />d <br /> <br />p <br />u <br />b <br />l <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />b <br />e <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />e <br />d <br /> <br />t <br />o <br /> <br />t <br />h <br />e <br /> <br />o <br />r <br />i <br />g <br />i <br />n <br />a <br />l <br /> <br />s <br />i <br />t <br />e <br /> <br />f <br />o <br />r <br /> <br />w <br />h <br />i <br />c <br />h <br /> <br />t <br />h <br />e <br />y <br /> <br />w <br />e <br />r <br />e <br />pr <br />e <br />p <br />a <br />r <br />e <br />d <br />. <br /> <br />R <br />e <br />- <br />u <br />s <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br />o <br />r <br /> <br />p <br />u <br />b <br />l <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />b <br />y <br /> <br />a <br />n <br />y <br /> <br />m <br />e <br />t <br />h <br />o <br />d <br />, <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br />, <br />is <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br /> <br />e <br />x <br />c <br />e <br />p <br />t <br /> <br />b <br />y <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />f <br />r <br />o <br />m <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />Ti <br />t <br />l <br />e <br /> <br />t <br />o <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />r <br />e <br />m <br />a <br />i <br />n <br /> <br />w <br />i <br />t <br />h <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br />In <br />c <br />. <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />r <br />e <br />j <br />u <br />d <br />i <br />c <br />e <br />, <br /> <br />a <br />n <br />d <br /> <br />v <br />i <br />s <br />u <br />a <br />l <br /> <br />c <br />o <br />n <br />t <br />a <br />c <br />t <br /> <br />w <br />i <br />t <br />h <br /> <br />t <br />h <br />e <br />m <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />c <br />o <br />n <br />s <br />t <br />i <br />t <br />u <br />t <br />e <br /> <br />p <br />r <br />i <br />m <br />a <br /> <br />f <br />a <br />c <br />i <br />e <br />ev <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />i <br />o <br />n <br />s <br />. <br />S-2.0 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />HSS PER PLAN <br />AND SECTION <br />SCALE: 3" = 1'-0"1 END TO MAIN BASE RAIL <br />HSS PER PLAN <br />AND SECTIONS <br />1/8" <br />SECTIONB <br />HSS PER PLAN <br />AND SECTIONS <br />HSS PER PLAN <br />AND SECTIONS <br />SCALE: 3" = 1'-0"2 INTERMEDIATE TO MAIN BASE RAIL <br />HSS PER PLAN <br />AND SETIONS <br />HSS PER PLAN <br />AND SECTIONS <br />1/8" <br />3 STEEL POST TO INTERMEDIATE BASE MEMBER <br />HSS PER PLAN <br />AND SECTIONS <br />1/8" <br />4 STEEL BEAM TO STEEL POST CONNECTION <br />TOP CONNECTION <br />1/8" <br />HSS PER PLAN <br />AND SECTIONS <br />ATTACHMENT IN-SITU TESTING <br />1. ATTACHMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PV RACKING MANUFACTURER RECOMMENDATIONS. <br />2. THE PV RACKING MANUFACTURER SHALL PROVIDE NS-SE WITH THE ATTACHMENT TESTING PROTOCOL A MINIMUM OF (2) WEEKS PRIOR TO TESTING FOR <br />REVIEW AND APPROVAL. <br />3. TENSION AND SHEAR TEST LOAD VALUES SHALL BE BASED ON A MINIMUM OF 3.0x THE ALLOWABLE LOADS NOTED, UNLESS OTHERWISE INDICATED BY <br />THE MANUFACTURER TESTING PROTOCOL. <br />4. TEST EQUIPMENT IS TO BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES <br />5. QUANTITY OF ANCHORS TESTED SHALL BE IN ACCORDANCE WITH LARR 26417 AND ICC-AC467. <br />6. TESTING SHALL BE PERMITTED BY A TESTING LABORATORY AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE AHJ AND NS-SE. <br />REQUIRED ALLOWABLE TEST LOADS: W/ FS=3 <br /> SHEAR USE 600 LBS <br /> TENSION USE 600 LBS <br />SCALE: 3" = 1'-0" <br />5 WIND/SEISMIC BRACKET DETAIL <br />SCALE: NO SCALE <br />6 TIEDOWN TESTING REQUIREMENTS <br />NOTES: <br />1. SEISMIC BRACKETS NOT SHOWN FOR CLARITY. <br />NOTES: <br />1. DURABLOK (OR OF EQUIVALENT SPECIFICATIONS) NOT SHOWN FOR CLARITY <br />ALONG FLAT <br />SIDE, TYP. <br />AT CORNERS, <br />TYP <br />B <br />ALONG FLAT <br />SIDE, TYP. <br />AT CORNERS, <br />TYP. <br />ALONG FLAT <br />SIDE, TYP. <br />ROOF SURFACE <br />NOTES: <br />1. CONTRACTOR SHALL PROVIDE A PROTECTION BARRIER BETWEEN ALL DISSIMILAR <br />MATERIALS TO PREVENT GALVANIC REACTIONS/CORROSION. <br />SCALE: 3" = 1'-0" <br />SCALE: 3" = 1'-0" <br />HSS BEYOND <br />HSS PER PLAN <br />TREXWOOD 1-3/8" THK <br />AND WIDTH PER MFR <br />1/2" DIA. THRU BOLT <br />TA <br />R <br />G <br />E <br />T <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />- <br /> <br />S <br />K <br />I <br />D <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />09/5/2023 <br />L3" x 2" X 1/4" X 2" <br />LONG ANGLE (LLV) <br />OR EQUIVALENT <br />3/8”-16 x 1.5” BOLT <br />USE 250 LBS <br />USE 400 LBS <br />FOR SKID ANCHORAGE <br />3/4" MIN. <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023
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