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320 S CABOT RD 2019 Plans 2023-01-25 (5)
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320 S CABOT RD 2019 Plans 2023-01-25 (5)
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Last modified
1/25/2023 3:17:08 PM
Creation date
1/25/2023 11:44:27 AM
Metadata
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Template:
Address Document
Street Name
S CABOT RD
Street Number
320
Permit
B1905-014
Year
2019
Notes
NEW DETACHED GARAGE
Address Document Type
Plans
Imported From Microfiche
No
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T F � Garage (Attached) ___ f -Not Used <br />1- iiSheathing <br />L 4`. <br />b P' <br />P.T. Bottom Plate <br />x <br />Edge Nailing Per <br />4" Concrete lab pours on Grade <br />SW Schedule <br />Field Locate Top of Slab <br />2x PT Sill w/ Anchor <br />Bolts per SW Schedule <br />I I <br />— <br />�- <br />— <br />I <br />I <br />_ <br />Vert Rebar w/ " Hook <br />d ,. <br />E <br />oc® Alternate Hooks <br />IN " <br />ay. <br />i_I <br />Stem Walls and Horizontal <br />Reinforcements Per Schedule <br />on Foundation Sheet(-1 1) <br />- <br />Footings and Horizontal <br />Reinforcements Per Schedule on <br />Foundation eet ( ®1 1) <br />iTRUCTURAL <br />ryR <br />kz <br />GNU <br />t� <br />t <br />'4 <br />{, Y-R <br />i z. <br />i <br />r k <br />h <br />AIR <br />r <br />4 ; <br />'4 -Sty' <br />'�.&'"�, <br />hh. '"' <br />':-t <br />`.'. <br />/••+„ +�': <br />':- <br />X3 <br />Scale: No Scale <br />T7 ATTACHED T <br />STUDS <br />SHEATHE AND NAIL <br />PER WALL ABOVE <br />B ..' ! 6 <br />U1 "; B i8 <br />Post (Size <br />specif led <br />on Plans) <br />0 <br />I Post Footing (Size Beam ( Size <br />Beam (Size specified Plans) Post(Size specified on Ins) specified sspecified on <br />for use with 4x4 Post ABU44 for use with 44 Post Plans) <br />for use with xPost ABU46 for use with xPost <br />for use with xPost r use with xPost <br />r use with x t Provide liB.U. <br />StudsoConnection <br />i (. 0 <br />11 <br />fi" <br />posts <br />g <br />U.N.O. <br />re present <br />Simpson <br />(L) STHO HOLDW <br />®0 <br />Strong —Tie <br />® E PLAN <br />Cont. <br />e ® <br />r r <br />®® <br />Installation <br />ANC PER S <br />Horizontal <br />®® <br />with ) 2x <br />® SCE ., MIN O PER <br />eba <br />®® <br />Studs <br />PIECE <br />_ <br />a <br />EdgeHall <br />A I <br />This Detail i <br />Sheathle End with <br />adequatet 12 IF <br />-" <br />/1 'F Sheathing 6"oc <br />Strongback Gablewebs as overhang at <br />Nailing s, TYP <br />Requiredr Truss 651b Snow Load <br />Gable End Truss ® <br />Edge Nailingr <br />Manufacturer's sa r IRC <br />—8d <br />\ f a t T Plate Ty E <br />�! <br />SW Schedule <br />�Tor <br />Simpson Clips"o <br />1Toe-Nailin " <br />eDouble� <br />Truss. Opt: orx <br />T Plate <br />oc <br />TimberLOK Screw <br />Siding Per Plan <br />R-49 Blow-in Insulation <br />Pro Manufactured Trusses @ 241, O.Ce <br />Insulation Per Plan <br />(Optional at Garage) <br />" <br />See Framing I n and MFGDrawings <br />(Optional In Garager/ <br />GWB n Ceiling <br />(Insulation Optional In Garage)Water- <br />Resistive r ® <br />or / " Ceiling Board <br />x t " ® 6 <br />7/ " II at <br />2x6 Studs @ 161, O.C. <br />Engineering for Nailing Pattern <br />1/" GWB on Walls <br />on inside <br />of footing - <br />�a <br />x <br />d3 k <br />t: <br />k xyi <br />op <br />� <br />x <br />ILL <br />II. <br />�r <br />Tr <br />i <br />� x, o <br />
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