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ow <br /> \ t >-< I PROVIDE DBL DF#2 o■ <br /> POST ANCHOR TY3/8"F EDMINGE TONEDGE OF NAILING, <br /> EPLYWOOD = F O S SATT I PAW LA K <br /> SHEATHE & NAIL SHEET & SUPPORT ROOF JOIST STRUCTURAL ENGINEERS <br /> f PARAPET PER SW-6 I , PER PLAN 1735 Westlake Ave N,Ste 205 <br /> ,7- <br /> Seattle,WA 98109 <br /> 1 Phone:206.456.3071 <br /> SIMP RCKW3S C� 2'-0"oc 1 FACE GRAIN TO BE Fax:206.456.3076 <br /> / CENTERED ON BLOCK \ I www.tossattl.com <br /> PERPENDICULAR TO JOISTS <br /> -8d ® 22""oc: -/ I <br /> STAGGERED =,< I <br /> STAGGER PLYWOOD JOINTS, <br /> 1Y"0x8" o I SEE PLANS P P <br /> LAG SCREW W/ 82- f--PTB <br /> EDGE NAILING ,\ \ y41��oF wASy 4,- <br /> T MIN 4" THREAD LTS12 I �`"ce /,P �' -�'. <br /> it <br /> PER SW SCHED, <br /> PENN TO BLOCK @ 48"oc `!> TYP r� ;, i` N, AAK <br /> 1 Cn <br /> . <br /> Z lci�,��(� 23024 \�� ik <br /> ' • o 1 ��FJ, r L E C> <br /> �� 1 4" LSL RIM. `�.,rvIONAL E J�� <br /> DO NOT BREAK I r������ <br /> OVER OPENING T <br /> 6x BLKG LSL JOIST �� \ �� TYP FIELD NAILING PER S1.2 PROJECT <br /> BTWN JOISTS PER PLAN <br /> NOTE: <br /> LTP4 ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CL JOISTS OR SUPPORTING MEMBERS. <br /> JOIST/BLOCK SIMP MIU PANELS LESS THAN 12" IN WIDTH SHALL BE BLOCKED AT ALL EDGES. <br /> EA END OF BLOCK WHERE HEADER <br /> PER PLAN <br /> SIMP A35 <br /> PER SW SCHED <br /> 7 CO <br /> CO <br /> 10 7 DETAIL @ PARAPET/JOIST PERPENDICULAR 1"=1'-0" 4 TYPICAL ROOF SHEATHING 1 o }; <br /> m '`'' <br /> a� <br /> \ \ �, Z <br /> X, O W <br /> N <br /> O <br /> x <br /> U¢ UQ <br /> Q; Qx <br /> wl w 1 <br /> , <br /> 8d @6"oc 13/4" LSL 13/" CONT LSL <br /> BLOCKING PREVISIONS <br /> �PTB <br /> „ " „- // f ,f /, //T I 1 <br /> ` 13/" LSL RIM. NO. DATE <br /> // \ / � '/ DO NOT BREAK // \ <br /> OVER OPENING ' I I EDGE NAILING <br /> / PER SW SCHED, 7/01/19 PERMIT REVISIONS <br /> i . (-= J -=1 WEB FILLER OR I <br /> TYP <br /> � DO NOT BREAK <br /> �C. EDGE NAILING PER RIM TO RECEIVE PLYWOOD, TYP /1 9/17/19 PERMIT REVISIONS <br /> SIMP A35 OR LTP4 --- TJI JOIST J SHEARWALL SCHEDULE HARDWARE l 13/"" LSL RIM. <br /> PER PLAN , EN PER SW <br /> DO NOT BREAK <br /> 48"oc PER -,..,- -;\ <br /> C <br /> SW SCHED � SCHED, TYP . ! + OVER OPENING <br /> TJI BLKG NAILING & SHEATHING TJI JOIST TJI JOIST <br /> 4'-O" oc PER SHEARWALL PER PLAN PER PLAN <br /> ,� SCHEDULE MSTC40 EA SIDE <br /> \ SIMP A35 TJI BLKG MSTC40 ES OF <br /> SHEAR WALL WHERE PER SW SCHED OF PARAPET WALL, ""-0oc T 4' PARAPET WALL, <br /> SHOWN ON PLAN CENTERED ON RIM. CENTERED ON RIM. <br /> PROVIDE DBL 2x6 PROVIDE DBL 2x6 <br /> ' STUDS ® STRAP STUDS ® STRAP <br /> -.. _ SHEAR WALL <br /> NOTE: PER PLAN <br /> SEE PLANS FOR SHEARWALL WHERE REQ'D <br /> AT PERPENDICULAR JOISTS AT PARALLEL JOISTS <br /> 11 8 TYP INTERIOR BEARING WALL DETAIL 5 WALL DETAIL AT ROOF 2 <br /> 5/28/19 19-042 <br /> \ '' >'' ' PROVIDE DBL DF#2 DATE JOB# <br /> POST ® ANCHOR <br /> TCB FPP <br /> /- SHEATHE & NAIL DESIGN CHECKED <br /> PARAPET PER SW-6 BDS AS NOTED <br /> / -SIMP RCKW3S © 2'-0"oc DRAWN SCALE <br /> FLOOR JOISTS 1%"" LSL RIM. DO =Q / CENTERED ON BLOCK <br /> & SHEATHING Q m \ \ <br /> PER PLAN 8d @6"oc NOT BREAK OVER o �` <br /> OPENING 1Y"0x8" <br /> 1 <br /> 7 „ J LAG SCREW W/ _>< <br /> 1 ! ` 1 MSTC28 0/SHTG MIN 4" THREAD Q< <br /> 1 CENTERD ON BM PENN TO BLOCK w EDGE NAILING o <br /> LTS12 PER SW SCHED, <br /> /: <br /> �� <br /> '----------TJI JOIST TYP " <br /> PER PLAN ® 48 oc c <br /> SIMP LUS SERIESo <br /> - 1I I <br /> . / I SIMP MIU <br /> HANGER WHERE I -< -- WHERE HEADER z <br /> HDR PER PLAN. SIMP A35 OR LTP4 _ PER PLAN 6 <br /> OK TO POCKET •• <br /> JOIST INTO RIM PERBSW SCHED '` _, 1%" LSL RIM. SHEET TITLE <br /> OTHER LOCATIONS /.11DO NOT BREAK <br /> TJI BLOCKING , OVER OPENING \ <br /> EDGE NAILING CO4'-O""oc 3Y" LSL BLKG '' <br /> @4'-0'"oc TYP ROOF <br /> PER SW SCHED <br /> �: EA SIDE OF PARAPET SECTIONS <br /> SHEAR WALL SUPPORT BM <br /> PER PLAN <br /> TJI JOIST PER PLAN & DETAILS <br /> OR BM PER PLAN <br /> WHERE PARAPET <br /> IS <2-0 FROM <br /> EXTERIOR WALL SHEET NO. <br /> 1Y" LSL BLKG ® 4'-0"oc. ) ,, <br /> OMIT WHERE PARAPET IS <2"-0" S'1/� . <br /> FROM EXTERIOR WALL <br /> 12 9 CORRIDOR ROOF FRAMING 6 DETAIL @ PARAPET JOIST PARALLEL 1"=1'-o- 3 <br />