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2677 N Main St - REV 3 - Plan
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2677 N Main St - REV 3 - Plan
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Last modified
2/19/2026 5:01:44 AM
Creation date
2/19/2026 5:00:35 AM
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Plan
Permit Number
101110159
Full Address
2677 N Main St
Street Number
2677
Street Direction
N
Street Name
Main
Street Suffix
St
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BU THREE PLATE RAFTER: <br />ASTM A572, GRADE 50 <br />800S250-54 BLOCKING @ 1/3rd POINTS OF <br />SPAN ON LONGER SPANS & @ MIDSPAN <br />ON SHORTER SPANS, Fy=33ksi <br />SEE DETAIL 7/SC.2 <br />PURLIN SPLICE PER DETAIL 12/SC.2 FROM BEAM <br />AT LOCATIONS SHOWN ON PLAN VIEW. MIDDLE <br />OF SPLICE MUST LAND AT MODULE GAP. <br />PURLIN SPLICE TO BE BETWEEN <br />1' TO 4' FROM OF RAFTER <br />1'-33 16" <br />4'-312" <br />2'-67 8" <br />48 <br />' <br />- <br />0 <br />1 <br />4" <br />(L <br />E <br />N <br />G <br />T <br />H <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />S <br />L <br />O <br />P <br />E <br />) <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />1'-33 16" <br />6'-1012" 27'-4"30'-9"27'-4"6'-1012" <br />99'-2" <br />2 2 <br />10 <br />0 <br />0 <br />S <br />3 <br />5 <br />0 <br />- <br />6 <br />8 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />S <br />, <br /> <br />1 <br />4 <br /> <br />T <br />O <br />T <br />A <br />L <br />1/2" Ø ROD BRACING <br />AS SHOWN <br />800T200-54 END <br />TRACK PER <br />DETAIL 5/SC.2 <br />GRADE <br />W16x67 POST <br />FOOTING PER 4/SC.1 & 5/SC.1 <br />14' <br />CLR. <br />PURLIN <br />BUILT-UP RAFTER: 8" TO 18" TO 8" <br />FLANGES: 10" x 3/8" <br />WEB: 1/4" <br />SEE DETAIL 6/SC.2 <br />48'-01 4" <br />4'-31 2"2'-67 8" <br />45'-95 16" <br />5° TILT, TYP. <br />OPTIONAL BOLLARD <br />BOTTOM FLANGE BRACING PER <br />DETAIL 4/SC.2 IN LOCATIONS SHOWN <br />GRADE <br />10' DEEP <br />30" Ø <br />3"CC <br />2"CC <br />38" <br />EMBED <br />3"CC TO HOOPS <br />#4 HOOPS SPACED @ 11"OC <br />9 - #6 VERTICAL <br />REBAR, EVENLY <br />SPACED <br />3 4"Ø ROD PASS <br />THRU POST <br />#4 HOOPS SPACED @ 3"OC <br />FOR FIRST 60" FROM TOP <br />OF PIER <br />3" <br />1/8" <br />POST <br />3" <br />OPTIONAL BOLLARD <br />SLOPE CONCRETE AWAY <br />FROM COLUMN <br />30"Ø <br />3' <br />#4 VERTICALS TO EMBED <br />A MIN. OF 24" INTO PIER <br />30"Ø BOLLARD. POUR MONOLITHIC <br />OR AFTER PIER IS CAST. <br />5 - #4 VERTICAL REBAR, EVENLY SPACED. <br />#4 HOOPS SPACED @ 12" OC MAX. STARTING AT 1-1/2" <br />FROM TOP. <br />112"CC <br />3"CC TO <br />HOOPS <br />BU THREE PLATE RAFTER: <br />ASTM A572, GRADE 50 <br />800T200-54 END <br />TRACK PER <br />DETAIL 5/SC.2 <br />800S250-54 BLOCKING @ 1/3rd POINTS OF SPAN ON LONGER <br />SPANS & @ MIDSPAN ON SHORTER SPANS, Fy=33ksi <br />SEE DETAIL 7/SC.2 <br />PURLIN SPLICE PER DETAIL 12/SC.2 FROM BEAM <br />AT LOCATIONS SHOWN ON PLAN VIEW. MIDDLE <br />OF SPLICE MUST LAND AT MODULE GAP. <br />PURLIN SPLICE TO BE BETWEEN <br />1' TO 4' FROM OF RAFTER <br />1'-33 16" <br />4'-312" <br />2'-67 8" <br />48 <br />' <br />- <br />0 <br />1 <br />4" <br />(L <br />E <br />N <br />G <br />T <br />H <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />S <br />L <br />O <br />P <br />E <br />) <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />2'-67 8" <br />4'-312" <br />1'-33 16" <br />10'-35 8" 30'-9"30'-9"30'-9"10'-35 8" <br />112'-103 16" <br />10 <br />0 <br />0 <br />S <br />3 <br />5 <br />0 <br />- <br />6 <br />8 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />S <br />, <br /> <br />1 <br />4 <br /> <br />T <br />O <br />T <br />A <br />L <br />1/2" Ø ROD BRACING AS SHOWN <br />FOOTING PER <br />4/SC.1 & 5/SC.1 <br />#4 HOOPS <br />SPACED PER <br />SECTION <br />9 - #6 VERTICAL REBAR <br />30"Ø <br />(2) 3/4" x 16.5" LONG <br />REBAR PASS THRU <br />FLANGES <br />POST <br />6" MIN. LAP ON <br />HOOPS, TYP. <br />135° HOOK IN HOOPS <br />AROUND VERTICAL BARS <br />SC.1 ROOF FRAMING PLANS <br /> <br />1 PLAN VIEW - CP1 <br />1/8" = 1'-0" <br />3 SIDE ELEVATION <br />1/4" = 1'-0"4 FOOTING SECTION <br />1/2" = 1'-0"6 OPTIONAL BOLLARD SECTION <br />1" = 1'-0" <br />1 <br />SC.2 <br />2 <br />SC.2 <br />3 <br />SC.2 <br />10 <br />SC.2 <br />4 <br />SC.2 <br />MU <br />L <br />L <br />E <br />R <br /> <br />C <br />O <br />M <br />P <br />A <br />N <br />Y <br />26 <br />7 <br />7 <br /> <br />N <br />. <br /> <br />M <br />A <br />I <br />N <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />A <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 />5 <br />1 <br />1 <br />/ <br />1 <br />7 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br /> <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br /># <br />4 <br /> <br />S <br />E <br />T <br />MA <br />I <br />N <br /> <br />S <br />T <br />. <br /> <br />T <br />O <br />W <br />N <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />7 <br />6 <br />0 <br />) <br /> <br />5 <br />6 <br />5 <br />- <br />7 <br />2 <br />8 <br />0 <br />20 <br />0 <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br />S <br />I <br />D <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />2 <br />0 <br />0 <br />SC <br />H <br />E <br />N <br />E <br />C <br />T <br />A <br />D <br />Y <br />, <br /> <br />N <br />Y <br /> <br />1 <br />2 <br />3 <br />0 <br />5 <br />(5 <br />1 <br />8 <br />) <br /> <br />9 <br />4 <br />9 <br />- <br />0 <br />1 <br />6 <br />5 <br />10 <br />3 <br />6 <br />0 <br /> <br />C <br />A <br />R <br />E <br />Y <br /> <br />D <br />R <br />. <br />GR <br />A <br />S <br />S <br /> <br />V <br />A <br />L <br />L <br />E <br />Y <br />, <br /> <br />C <br />A <br /> <br />9 <br />5 <br />9 <br />4 <br />5 <br />(5 <br />3 <br />0 <br />) <br /> <br />8 <br />3 <br />8 <br />- <br />5 <br />3 <br />5 <br />8 <br />2 PLAN VIEW - CP2 <br />1/8" = 1'-0" <br />5 FOOTING PLAN VIEW <br />1" = 1'-0" <br />1/8" <br />1 <br />ROD TO COLUMN <br />FLANGE, TYP. <br />1 <br />ROD TO COLUMN <br />FLANGE, TYP. <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 2 2 2 2 2 2 2 <br />11/18/2022, 6:55:38 AM <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23
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