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LARSEN' <br /> ARCHITECT <br /> ' AIA <br /> 9845 NE 27th Street <br /> Bellevue,WA 98004 <br /> • <br /> 425.442.1350 <br /> PT 2x PLATE w/AB.PER <br /> SHEARWALL SCHEDULE(5/8" SHEAR WALL PER PLAN 2x FLAT BLOCKING. L516 STRAP FULL LENGTH OF <br /> 0 @ 48"O.C.ELSEWHERE) PLAN ANCHOR A.B. HOLDOWN BOLT <br /> PANEL EDGE NAILING OVER TYP.AT STRAP WALL.MIN.2'-0"EACH SIDE OF NAILS <br /> #4 BAR ALONG (E)WALL <br /> LOCATIONS OPENING.WRAP AT CORNER MARK BOLT EMBED 2x4 2x6 <br /> ALL HOEDOWN STUDS EDGE ii <br /> CONDITION.TYP. (E)FLOOR JOISTS& HTT4 <br /> 111111r. <br /> HOLDOWN WHERE OCCURS PER `' SI-BATHING (18)16d z 2-1/2" 5/8"0 12" 4x6 4x6 <br /> PLAN w/A.B.PER HOLDOWN <br /> 7 -) _u <br /> (I PT OA PLATE w/A.B.PER <br /> GROUT SOLID SCHEDULE ' <br /> ` SHEARWALLSCHEOIA.E(5/8" SHEAR WALL PER PLAN <br /> Y / 1'6"MN. 4 't15'''' ° I 0 @ 48"O.L.ELSEWHERE) <br /> SLAB ON GRADE PER 111 .(2)#4 CONT.TOP(1 EA.SIDE <br /> THICKENED CONC. , PANEL EDGE NAILING OVER <br /> I 'I SLAB ■ SLAB ON GRADE PER ALL HOEDOWN STUDS <br /> OF A.B.) �'411 <br /> �" #4 VERT.@ 16"O.C. 1 Pte" R.:�I HOLDOWN WHERE OCCURS PER <br /> NAIL SHEATHING-C BLOCKING PANEL EDGE NA/UNG PER PLAN w/A.B.PER HOLDOWN 7 <br /> juin <br /> w/PANEL EDGE NAILING PER SHEARWALL SCHEDULE AT III <br /> (E)6"CMU T SCHEDULE L <br /> SHEARWALL SCHED.LE,TYP. FULL HT.STUDS AROUND FOUNDATION <br /> (2)#4 CONT.TOP n WALL OPENING,TYP, 14' '" 0 <br /> 2.-7:7-1 2 0" <br /> #4 x O ® SLAB EDGE @ (E) WALL #4x� (2)#4 CONT.TOP EA.SIDE OF <br /> @18"D.C. 4 STRAPS AT WALL OPENING A.B.' <br /> SCALE 1.4 1'-0" @ 18"D.C. <br /> SCALE 1"-1'-0" 0 <br /> (2)#4 CONT.BOT. 8c1@ 6"O.C. 2x4 OUTRIGGERS LAID 4, 1, (2)#4 CONT.BOT. <br /> 'r 1 4" (El SHEATHING FLAT @ 24"O.C. <br /> O7 FOUNDATION + CURB OVER FRAMING <br /> p PER ARCH y IEROOF SATHINGPER O5 FOUNDATION 0 <br /> -I(V-6"MAX.)] i PLAN SCALE I"-1'-0" <br /> SCALE 1"=1'-O" YmiiimY!i � E� <br /> FASCIA PER I� '! <br /> ARCH. (2)16d THRU - FULL DEPTH BLOCKING <br /> OUTRIGGER (MAY BE DRILLED FOR LLJ <br /> 8d @ 6"O.C. �r SHEATHING <br /> GABLE END TRUSS SHEATHED TO VENTING w/8d @ a PER PLAN / <br /> MATCH SHEARWALL BELOW NOTCH TO LET fi"o.c.I P V <br /> SHEATHING PER OUTRIGGER THRU <br /> ZPLAN NOTES PLAN PRE-MANUFACTURED TRUSSES �a� FASCIA PER Z� PRE-MANUFACTURED <br /> ,(7-------11PER PLAN i�(� ARCH , . TRUSS PER PLAN W <br /> 1. DO NOT SCALE DRAWINGS.REFER ARCHITECTURAL I.; ed @ 6"O.C. ��)f I Q <br /> i6d@6"O.C. ► I\ H1 EA.TRUSS <br /> DRAWINGS FOR ALL DIMENSIONS. '. 2x NAILER <br /> 2. TYPICAL ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL 2x6 NAILER (2)16d TO I SHEAR WALL PER PLAN NAILING PER SW � <br /> DRAWINGS OVER 5/8"COX PLYWOOD,FACE GRAIN PERPENDICULAR TO EA.TRUSS T.(24"max.) SCHEDULE /‹ HEADER/BEAM• <br /> Cl)PPORTS OVER TRUSSES PER PLAN.NAIL SHEATHING WITH 8d AT 6"O.C. PER PLAN Cf)/ )f <br /> EDGES AND OVER SHEAR WALLS,12"O.C.FIELD. PHREN WALL PER Mr= <br /> / <br /> 3. ALL HEADERS SHALL BE(2)2x8's UNLESS NOTED OTHERWISE. <br /> CONTRACTOR MAY SUBSTITUTE A4zBDR6x6OF(2)2xB'sATHIS OPTION. O3 CHANGE IN ROOF ELEVATION O2 EXTERIOR NON-BEARING WALL <br /> 0 EXTERIOR BEARING WALL Ce <br /> 4 PROVIDE(2)BEAMS FOR SPANS OVNG STUDS OR INLETS NOT HEADERS TH R SCALE 1"=1'-0" W/O BRACE SCALE 1"-1'-0" SCALE 1"-1'-0" <br /> N m <br /> 5. REFER SHEARWALL SCHEDULE ON DETAIL 7.ALL EXTERIOR WALLS rl E IJ I <br /> SHALL BE SW1 UNLESS NOTED OTHERWISE. s • • 1;2 <br /> 6. PROVIDE H1 TIES EACH END OF ALL ROOF JOISTS AND TRUSSES. = N <br /> /) N. <br /> 7. REFER GENERAL STRUCTURAL NOTES FOR To <br /> V J Z k <br /> ADDITIONAL REQUIREMENTS. a <br /> OIC3 IC ( `/ FACE OF V'-'/ C' LL N <br /> �T FOUNDATION 1-1/2" YY #4 z 2'-6"(EMBED Q <br /> (2)2.8 <br /> IN FROM STUD FACE 6"INTO(E)CMU <br /> HDR,TYP. <br /> { 19'-S,ir WALL.) / q_" / <br /> r T r 4.1 wU Zo <br /> FOUNDATION PLAN NOTES 7 SE~ _ <br /> //.I�` -' {may w N <br /> \ 1 �T - - - - I , I I 1 T r= Q <br /> L J/ i "�i i ' 1` / N U 3 <br /> �' 0 1. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" -�16"HIGH 6"CMU _ uJ <br /> Q Z p <br /> i _ BELOW GRADE,UNLESS NOTED OTHERWISE.REFER GEOTECHNICAL w w <br /> T ri.i FOR SUBGRADE PREPARATION REQUIREMENTS. - CURB ��/ <br /> ALL NEW /�/ N /2"RI�i10 IjJSULATION <• Al,sr F <br /> EXTERIOR WALL - ^ LMDEg5LA6 THIS ,p <br /> 2. SLAB ON GRADE SHALL BE 4"THICK AND REINFORCED WITH 6z6 <br /> ARE TO BE SW2 // '3 T w1.6 x W1.6 WWM CENTERED IN SLAB.PROVIDE VAPOR BARRIER - A�� <br /> (TYP.lM0) /OVER FRAMING - g 1 I PER ARCH BELOW SLAB AT INTERIOR SPACES.PROVIDE FREE- -. • <br /> IE I DRAINING GRANULAR SOILS FILL PER SOILS REPORT. 4"SLAB ON GRADE <br /> s,, L J CC PER PLAN NOES 2 L. )) �\. <br /> 3. DO NOT SCLAE DRAWINGS.REFER TO ARCHITECTURAL DRAWINGS <br /> PREMANUF CTUREq SCISSaR LL FOR FINAL FOUNDATION DIMENSIONS - <br /> �{ TRUSSES @ 24"O.0 ‘, I - (E)BMS <br /> I tl 6 z' I 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL = - •=- - <br /> 1 REQUIREMENTS. r STRUCTURAL <br /> �- -(--- ,1r I -�-- rL PLANS <br /> #4 x 2'-6"(EMBED / <br /> 0 <br /> THICKENED FOOTING 6"INTO(E)CMU u <br /> I- TRIM(E)HDR AT PERIMETER WALL) (E)6"CMU <br /> FOR SMALLER 9 FOUNDATION 0 <br /> NOTE,OFFSETt <br /> WINDOW WALL i PERMIT SET <br /> LOCATION OFOPENING ry <br /> BEARING WALL L_ J @ <br /> � (E) 0 <br /> U T --4 - m_ __ ' //--��_ -,----- // \ULNPACE o Date:JAN 27,2017 <br /> I <br /> ® C516 STRAP ABOVE co <br /> L I. <br /> JN 13'-9" w/ Revs: <br /> n <br /> 9 (E)HDR _ <br /> HDR.PER DEL 4LI <br /> N <br /> " L <br /> ROOF FRAMING PLAN ® FOUNDATION PLAN ® FISHER ADDITION <br /> \ <br /> SCALE,/4"-,'-D" / i A4. 1 <br /> SCALE 1/4'=1'-0" <br /> lE�; 7 ' <br />