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• <br /> 1 I 2I 3 I 4 I 5 <br /> SIMPSON TIES #LUS210 <br /> (At the Back) <br /> SIMPSON TIES #HRC22 <br /> 2x6 JR-1 2x6 JR-1 <br /> -- r <br /> D , D <br /> SIMPSON STRAPS i' e )- <br /> 2-2x6 TOP PLATE HRS416Z (3 1 4x16, .�--_ <br /> / ) <br /> (Installed on Exterior Side) <br /> 2-2x6 STUDS 6x10 BEAM JR <br /> �n`� SIMPSON TIES #LRU26Z <br /> ii <br /> SIMPSON STRAPS 2x6 HI HIP <br /> HRS12 (1 # x 12) 3x6 VERTICAL <br /> SUPPORT DETAIL R2 <br /> 6x6 COLUMN 0 r SIMPSON STRAPS S 107 <br /> — o SCALE:NTS — <br /> 2x6 BASE PLATE (Installed on Exterior Side) <br /> MTSC28 (3x28) SIMPSON TIES #HTP37Z <br /> NEW SUB—FLOOR (BOTH SIDES) <br /> (1 } THICK) SIMPSON STRAPS <br /> BC60 (521 x 51 x 3) X1 O BEAM <br /> D C n^^ <br /> 2-2x6 TOP PLATE I ~ .-, UL <br /> 2x10 FLOOR JOIST <br /> C C <br /> DETAIL R1 <br /> 2x10 BLOCKINGS, PROVIDE 3-2x10 BLOCKS UNDERNEATH oo i SCALE:NTS S-107 <br /> THE 6x6 COLUMN ; NEW 8x10 BEAM <br /> N �� <br /> a- NEW 6x8 COLUMN <br /> 2-2x6 STUDS ''''-------------SIMPSON STRAPS <br /> HRS12 (1 ) x 12) <br /> /i _ <br /> 2x6 RAFTERS <br /> SECTION L—L 2x6 JR-1 N,/ /�2x8 VALLEY RAPTER <br /> SCALE:NTS S.105 / j 2x6 JR 1 <br /> SIMPSON TIES #SUL/R 2 // <br /> --------1 <br /> SIMPSON TIES <br /> (HURRICANE TIES) #H10A <br /> B y,,,,; S-- B <br /> GENERAL NOTES: <br /> 2-2x6 TOP PLATES <br /> 1. ALL LUMBER IN CONTACT WITH CONRETE OR MASONRY <br /> SHALL BE PRESSURE TREATED WOOD. SIMPSON TIES #SUL/R 26 <br /> 2. USE NAILING SCHEDULE FOR FASTENING STRUCTURAL DETAIL R4 <br /> ELEMENTS IS SIMPSON TIES ARE NOT USED. SCALE:NTS S-107 <br /> 3. STAGGER ALL NAILING TO PREVENT SPLITTING OF THE DETAIL R3 <br /> WOOD MEMBERS. <br /> — 4. BOLT HOLES IN STRUCTURAL MEMBERS SHALL BE A SCALE:NTS S-107 — <br /> MINIMUM 1/32"TO A MAXIMUM OF 1/16" LARGER THAN <br /> THE BOLT DIAMETER, AND PROVIDE A MINIMUM OF 3 X 3 <br /> X 0.229 PLATE WASHER ON ALL ANCHOR BOLTS. <br /> 5. DO NOT NOTCHED STRUCTURAL MEMBERS, NOT UNLESS <br /> OTHERWISE NOTED. <br /> A A <br /> PREPARED BY: ,,Jq`a& PROJECT TITLE : OWNER: REVISIONS DRAWING NO. <br /> STRUCTURAL&ELECTRICAL <br /> RENOVATION MR. SAI SHANKAR SYM DESCRIPTION DATE APPROVED <br /> (Bremerton and Whidbey Island,WA) y S_203 <br /> , gte <br /> /�, <br /> Triplevconsultants©msn.com 1 360-632-2913 ./' SHEET TITLE : 2222 BAKER AVENUE <br /> • a saz11 o EVERETT,WA 98201 SCALE: AS INDICATED <br /> TONAL SECTIONS/DETAILS SHEET -- <br /> I EXPIRES:02/28/2021 <br /> 1 1 2 I 3 I 4 I 5 (..,,...624,/40__,J7 <br />