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,C) <br />,0 <br />PARAPET WALL —� P—E-1-I—q <br />SOLE NAILING <br />STRAP PER 3/5603 <br />SHEAR WALL EN <br />CONT DBL TOP PL <br />SHEAR WALL <br />PER PLAN <br />EN <br />(2) 2x TOP PL <br />A34, TYP <br />SHEATHING <br />2x6 STUDS @ 16" OC <br />2x6 @ 16" OC, T&B, <br />W/ (4) 10d NAILS <br />10d @ 16" OC <br />Scale, 3" ® 1'-0" <br />1 1/2" 1 <br />TYP TYI <br />LAT BLOCKING <br />8" OC <br />THING <br />'LAN <br />FV-J TRUSSES <br />PER PLAN <br />SHEATHING <br />EN <br />A35 @ 48" OC <br />2x TOP PL <br />STUD WALL PER PLAN <br />CONT 2x6 W/ (2) 1/4"0 <br />SDS @ 16" OC, TYP <br />�- PL 3/8" x5 1/2x10 w/ (4) <br />1/4" O x 3" SDS SCREWS <br />CONT DBL TOP PL <br />SHEAR WALL <br />PER PLAN <br />PL 1/2x2x3 <br />CLEVIS W/ MB <br />BY OTHERS <br />STEEL ROD <br />BY OTHERS <br />SHEATHING <br />L6x6x1/2x1'-0" <br />Canopy mod. in' <br />Scale: l 0. <br />Scale: 1 112" = V-®"' <br />SHEATHING <br />PER PLAN <br />ROOF TRUSSES <br />PER PLAN <br />BOLTS W/ VERT <br />TED HOLES IN <br />PLATES AT TOP CONN <br />TS12 <br />A35 <br />afaf <br />`- � <br />7'-0'° TO 11 °-0°' <br />5'-6°° 1 - 550 LBS TS12 <br />A35 @ EA STUD — <br />2x6 @ 32'° OC ALIGN <br />W/ PARAPET STUDS <br />L„ <br />a- <br />2x6 @ 32" OC ALIGN <br />W/ PARAPET STUDS <br />H2.5A <br />i <br />H2.5A, EA STUD <br />A35 <br />CONT. 2x8 W/ <br />A35 EA STUD <br />4x PL W/ (3) 1/4x6 SDS @ EA <br />TRUSS OR @ 18" @ BLKG <br />A L PER TABLE <br />1 <br />(2) SDS 1/4x4 <br />EA STUD <br />4x PL W/ (3) 1/4x5 1/2 SDS @ <br />EA TRUSS OR @ 18" @ BLKG A L <br />1 <br />ROOF SHEATHING <br />2 <br />SOLE NAILING <br />SIMPSON CS16 @ <br />ROOF SHEATHING <br />2 <br />EA PARAPET BRACE <br />EN <br />. _... <br />REACTION PER TABLE <br />B PER TABLE <br />ROOF TRUSS B PER TABI. <br />ROOF TRUSS <br />SHEARWALL <br />REACTION PER TABLE <br />x6 1/2 <br />FLATWISE 4x6 @ <br />W/ (2) 1/4x6! <br />TRUSSES BELOW, & <br />2x <br />ROOF TRUSSES <br />PER PLAN <br />B-L r/s+, ! Sr <br />' • =111111 <br />� . , • , , <br />NOTES: <br />1. WHERE ROOF TRUSSES ARE PARALLEL W/ WALL, SEE 7/5603 FOR CALLOUTS IN COMMON. <br />2. SEE 3/5603 FOR CALLOUTS IN COMMON. <br />Interior Parapet Framing <br />Scale. 3/4" _ 1'-0" <br />1400# WIN <br />LOAD PER TRUE <br />ROOF SHEATHIN <br />CONT. 2x8 W/ <br />(2) SDS 1/4x4 <br />INTO EA STUD <br />SOLE NAILING TO <br />TRUSS BELOW <br />x6 x 24" SiSTERED TO <br />VL STUD W/ (5) 1/4"0 <br />DS SCREWS <br />MPSON A35 EA SIDE BLKG <br />\4D WALL STUDS <br />x12 LEDGER W/ (4) 1/4x6 <br />DS SCREWS TO SISTERED <br />x, SEE NOTE 1 <br />N <br />x BLKG <br />SHEARWALL <br />Y <br />Engineer's Stamp <br />Project Title <br />> <br />0 <br />LU <br />Lij <br />Protect Information <br />Project No. <br />10-027-01 <br />Checked By <br />OB <br />Issue <br />BID SET <br />03/13/2020 <br />Department Approval <br />Sheet Title <br />STRUCTURAL <br />WOOD DETAILS <br />Sheet Number <br />