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(41.c_. UND <br /> 4'-0" MAX @ ROOF <br /> 2' 8" MAX @ FLOOR 2' 0" MAX @ ROOF • SAHL <br /> 1'-4" MAX @ FLOOR <br /> 2x4 RAFTERS @ 24" OC SUPPORTED AT 6' OC MAX 1201 First Avenue South, Suite 310 <br /> Seattle, <br /> EQ EQ 1 1 ` W/2x4 POSTS CENTERED ON ROOF MEMBERS. OR Washington 98134 <br /> — ` 2x6 RAFTERS @ OC SUPPORTED AT 8' OC MAX BN (4) SHEATHING 206-402-5156 www.lundopsahl.com <br /> 117- 71W/2x6 POTS CENTERED ON ROOF MEMBERS NAILS EA BLKG <br /> VENT HOLES (PRE-DRILLED) <br /> 2x6 RIDGE BOARD, UNO - PER ARCH <br /> SHEATHING PER PLAN <br /> OPENING ��� <br /> ltl *— — — — — — -r PER ARCH ' / -- — <br /> Jr" L7111'!114111111 <br /> H PE Engineer's Stamp <br /> PLANROOF S CONTINUOUSEATHING R — — — — — — — — <br /> OPENING <br /> PER ^ — BELOW OVERFRAMING 'a <br /> � PER PLAN 2x6 VALLEY BOARDS \ 1i \ A. DA <br /> FRAMING <br /> ARCH to <br /> Aai <br /> NAILED TO EA ROOF <br /> TRUSS OR ROOF JOIST141 <br /> W/(3) 16d NAILS - ., <br /> FRAMING �V <br /> PER PLAN <br /> ---- ADDL(1) I- PER PLAN, TAPER PER ARCH <br /> JOIST MEMBER _ --- �• 24234 �'w:- <br /> JOIST PER PLAN, O• nT . vw� <br /> C� w/ ITS , •; TAPER PER ARCH <br /> �� HANGERS, TYP EN IO AL V- <br /> 114,000111 <br /> —' 2x BLKG @ 24' OC <br /> ADDL(1) I-JOIST = ADDL(2) I-JOIST o <br /> MEMBER w/ITS MEMBERS w/ITS iv SHEAR WALL <br /> L <br /> HANGER, TYP HANGERS, TYP t�-I \ — { — — _f I <br /> Project Title <br /> NOTE: NOTE. <br /> 1. CONTRACTOR TO COORDINATE SIZES & LOCATIONS OF ALL MECHANICAL OPENINGS WITH 1. CONTRACTOR TO COORDINATE SIZES & LOCATIONS OF ALL MECHANICAL OPENINGS - 2x4 OR 2x6 PITS, 3 <br /> WITH FASTEN W/ <br /> MECHANICAL DRAWINGS. MECHANICAL DRAWINGS. (4) 10d TOENAIL T & B, TYP <br /> Typical Rough Openings (4'-0" max) Typical Rough Openings (2'-0" max) • ical Overframin • Roof Framin • at Interior Shear Wall: " ' : " ' al : 3/4" 0" 0,s1-cJioist <br /> /2" " <br /> JOINT AT SHEATHING, DO NOT STAGGER JOINT EN <br /> LTS12 LAP CMSTC16 w/LTS12 EA BLKG BN <br /> T.O. PARAPET SHEATHING PER PLAN EN SHEATHING PER PLAN <br /> 7— — — T.O. PARAPETfth <br /> / PER ARCH <br /> ° PER ARCH T — — 2x6 DF#2 STUDS @ 16" OC <br /> \ <br /> SCHED, TYP11 <br /> ° °° ° ° _ <br /> BN NAILING PER SW ° ��,-y <br /> ' SISTERED TO JOIST w/(8) / <br /> 1/4" x 3 1/2" SDS FASTENERS ,�� <br /> 2x6 DF#2 STUDS @ 16" OC BN <br /> 2x BLKG w/(2) 1/4"x3-1/2" SDS <br /> VENT HOLES (PRE-DRILLED) <br /> PER ARCH <br /> FASTENERS @ TRUSS, TOP & BOT <br /> STRAP, TOP & BOT <br /> 2x OVERFRAMING AS ROOF JOIST PER PLAN, •i <br /> BN ( REQ'D, TYP LEFT OF GRID <br /> TYP RIGHT OF GRID [] <br /> ROOF SHEATHING <br /> PER PLAN BLKG @ 4' 0" OC, TYP; te-+ OO <br /> PLYWOOD SHEATHING PER PLAN, ROOF JOIST, (2) 10d @ 12" OC RIGHT OF GRID - <br /> TAPER PER ARCH 5411411PFAIMllib-- <br /> N <br /> NOTCHED AROUND PARAPET STUDS TRUSS @ SIM j $� • (2) 2x BLKG @ 4'-0" OC, O <br /> CU al <br /> �—N LEFT OF GRID <br /> VENT HOLES (PRE-DRILLED) ———— V — • <br /> Y ! PER ARCH (2) 1/4"0 x 4" SDS x x L, <br /> ADD 2x BLKG & SHEAR <br /> FASTENERS @ EA �— �— — TRANSFER CLIPS AS REQ'D ' , <br /> PARAPET STUD AT "" _9 <br /> TOP & BOT CHORD x x J <br /> OF TRUSS (4) 16d <br /> 'I NAILS r17:3 <br /> L(1 <br /> 1/4"0 x 4" x x SHEAR WALL BEYOND, NY) <br /> ty <br /> N <br /> SDS FASTENER _ �I WHERE OCCURS W N W <br /> @4" OC <br /> x x <br /> I <br /> ��' Project Information <br /> (E) ROOF TRUSS / PER <br /> ` /ARCH Project No. 18 098 01 <br /> EN 16d @ 4" <br /> 1. !I 2x BLKG w/VENT HOLES(PRE-DRILLED) PER Checked By BB <br /> IUS2.06/16 SHEAR WALL ARCH, FASTEN TO WALL STUDS w/(3) 16d <br /> ROOF TRUSS JOIST PER PLAN, <br /> HEADER PER PLAN <br /> TAPER PER ARCH 2x BLKG Issue <br /> BM PER PLAN (E)WALL <br /> NOTE: <br /> 3., THA213 1. DEMOLISH EXISTING FRAMING TO GRID LINE. CONTRACTOR TO VERIFY MODIFIED <br /> PERMIT SET 12/21/2018 <br /> Detail I-Joist Roof FramingParallel at Parapet Detail EXISTING FRAMING HAS MINIMUM 3" BEARING ON TOP PLATE. <br /> p A CITY RESPONSE#1 03/29/2019 <br /> (5) Scale: 1 1/2" = 1' 0" 6 Scale: 1 1/2" = 1'-0" " '- A CITY RESPONSE#2 05/31/2019 <br /> \ / \7 Scale: 1 1/2 = 1 0 <br /> ROOF SHEATHING, TYP <br /> T.O. PARAPET BN <br /> C�. T.O. PARAPET \\\ <br /> 2x6 DF#2 STUDS @ 16" OC ( it NAILING PER SW <br /> (E) ROOF FRAMING SISTERED TO JOIST w/(8) SCHED,TYP <br /> 1/4"x 3 1/2" SDS FASTENERS SHEATHING TO MATCH I �� <br /> I 2x6 DF#2 STUDS @ 16" OC <br /> WALL BELOW, EA SIDE SHEATH PER SW6 <br /> BN 1" 3" -- 10 GA BENT PL w/(8) 1/4"0 x 2" SDS <br /> TYP\ \TYP FASTENERS EA SIDE, STAGGER <br /> PLYWOOD SHEATHING PER PLAN, �t( 1 FASTENERS <br /> NOTCHED AROUND PARAPET STUDS <br /> x x x x --- SHEATHING PER SHEAR WALL BELOW <br /> 1 _ <br /> —�` VENT HOLES (PRE DRILLED) (� FN. Department Approval <br /> SLOPE PER ARCH - STRAP BM DEPTH & T.O.PLATE _ x x x <br /> DIM SHOWN <br /> (E) BM `PER ARCH 10 6" BN <br /> 2x6 LEDGER AT SIM w/ <br /> - DRAG TRUSS CITY <br /> (2) 3 1/2" SDS ---- — z <br /> — MSTC4863 <br /> REVIEWED F�.��` <br /> Gt7E L I <br /> A35 FASTENERS @ 16" OC x x _ Y o _ PER PLAN <br /> `- VENT HOLES (PRE-DRILLED) t'� PERMIT <br /> PER ARCH <br /> HU26 AT SIM x x x w (3) 10d @ 12" OC, 10 GA BENT PL w/ <br /> - WALL PER PLAN ' EQUAL SPACE (2) 1/2"0 BOLTS EA <br /> JOIST PER PLAN AT <br /> SIM, SLOPE PER ARCH x x D SIDE OF STUD �. <br /> x z <br /> x x BM PER PLAN j <br /> ROOF TRUSS ——— Sheet Title <br /> JOIST PER PLAN, PER PLAN - — <br /> i \ TAPER PER ARCH STRUCTURAL <br /> — WEB FILLER w/ T O TOP PLATE , I'11 ———— <br /> PER ARCH / (4) 1/4" x 1 1/2" SDS — — — I WOOD DETAILS <br /> j \ \ FASTENERS MIN EA JOIST --__ <br /> N o <br /> 1 1/2" LSL RIM BLKG w/\ NOTE: JOIST PER PLAN — <br /> 1. SEE 6/56.04 FOR CALLOUTS IN COMMON. IUS2.06/16 <br /> VENT NOTCHES PER ARCH JOIST PER PLAN, <br /> \ BM (BEYOND) TAPER PER ARCH Sheet Number <br /> CDeta i I Deta I I 16d @ 4" OC /� Detail PER PLAN <br /> 1 LVL LEDGER w/(4) 1/4"0 x 3-1/2" SDS <br /> Scale: 1 1/2" = 1'-0" Scale: 11/2" = 1'-0" \-� Scale: 1 1/2" = 1'-0" <br /> SHEAR WALL PER PLAN - FASTENERS EA STUD; PROVIDE <br /> FASTENERS @ 16" OC AT BM BEYOND <br /> Detail <br /> Scale: 11/2" = 1'-0" <br />