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Design Criteria: <br /> - Min. width IS" for one story structure 2015 International Residential Code <br /> SHEATHINGS FILLER Min. width 24" for use in the first of two 2015 International Building Code <br /> IF NEEDED IS" - 24" 2015 Construction Administrative Code, <br /> J adopted as a replacement of Chapter 1 of' the I Codes <br /> 2015 Washington State Energy Code WAC 51-11 <br /> !/ RUN MIN. 3" X 11.25" HEADER CONTINUOUS 2015 <br /> 16D SINKERS 1,000 LB Washington State Ventilation and Indoor Air Quality Code <br /> 2 ROWS m 3" OG FASTEN TOP PLATE TO I I <br /> WAC 51-13 <br /> HEADER STRAP HEADER WITH TWO ROWS I Roof designed with minimum 25 psf snow load <br /> OF I6D SINKER NAILS AT 3" OC 1 Allowable soil bearing = 1,500 psf <br /> I O_ <br /> SHEATH EXTERIOR W/MIN. 3/8" I a Concrete to have a min. of 2,500 psi <br /> PLYWOOD OR 1/16" OSB NAIL TO STUDS --.414! D Rebar: *4 grade 40 <br /> PER BRACED WALL PANEL SCHEDULE ill X <br /> Lumber: <br /> MIN. 2 X 4 FRAMING 3) 2 x 6 STUDS • I I Fasteners: Ceilin Studs to be DF*2 <br /> 1 Forpressure treated wood should be Zi'1AX Rafters Joists DF*2 <br /> 1) 5/8 DIA. ANCHOR BOLT i Rafters DF*2 <br /> HDU-4 W/ SSTB-16 W/ 1" MIN. EMBEDMENT W/ 1/4' hot-dipped galvanized ( Gs185), stainless steel Cxlu Lam Beams 24f V4 <br /> X 3" X 3" GALV WASHER -.I �0 2" <br /> or meet ASTM 153 requirements Headers unless other wise called out DF*2 <br /> i <br /> EMI <br /> `1j HDU-4 HOLD DOWN WI 2 x 4 Outriggers e 45" OC, run back into next truss <br /> 5/0" ANCHOR BOLT SSTB-16 <br /> MIN. 1' EMBEDMENT Footing depth min 4" deeper I 2 x 4 max 45 degreen diagonal bracing e 48" OC <br /> than SSTS 16 depth 1=3WP-F from top plate to top of' trusses, connect to top <br /> Portal Wall plate w/ A35. Connect to top chord with solid block <br /> g(,IJP_FCoravent ridge vent between trusses nail brace to block with 8) 16d <br /> Portal Wall 2 x 4 Outriggers e 48" OC. <br /> Architectural asphalt shingles over 151b felt <br /> 7/16"4'X8'OSB ROOF SHEATHING VV/PLY CLIPS <br /> Portal Framing detail <br /> SOLID BLOCKING BETWEEN EACH TRUSS <br /> vented blocks where possible ‘ <br /> P ENG'D& ••E VIF I ROO TRUSS 2'O.C. �� <br /> 2 x 4 later: . i'g on bolt chord x. 10ft 0 <br /> 5/4"x 6"FASCIA <br /> 11 <br /> �I'1,,, ,,,,,„, <br /> x <br /> ' R `I <br /> \ SIMPSON H.1 TRUSS CLIP <br /> DOUGLAS FIR HEADERS <br /> (SEE FLOOR PLAN) DOUBLE TOP PLATE <br /> BRACED WALL PANEL SCHEDULE 2"X 6 DF#2 STUDS @ 16"o.c. <br /> "---------_______,4, 1 <br /> A. Plywood/OSB 6d nails 6"o.c.(edges) 1/2"DIAMETER BY 10"LONG 1 <br /> 7/16"x 4'8' 12"o.c.(field) 5 reveal Hardieplank siding <br /> All sides over Tyvek housewrap ANCHOR BOLTS @ 48"O.C. <br /> on 1/16" OSB sheathing. MIN.(1)BOLT WITHIN 12"OF <br /> Portal framing Nailing 8d common or galvanized END OF EACH PIECE <br /> box nails in 3"grid pattern as shown and W/1/4"x 3 x 3"GALV WASHER <br /> 7/16"OSB x 16"min.x 10'max 3"OC in all framing <br /> for one story (studs,blocking,and sills)Typ = <br /> install 1,000lb strap on inside 1)5/8"dia.anchor bolt w/ 4"CONCRETE SLAB WITH o <br /> of header to studs 3"x 3"x 1/4 gaiv plate washer FIBER MESH REINFORCEMENT 2 X 6 Pr Trd Plate �� <br /> p d. a D d a -•". d D d o ..- d D d. n D d. > . d D .d_ <br /> Holdowns-4,200Ib at each end. �� squeen under s 6 mil vilab <br /> �0 °° <br /> 0,o. �d.o.>o <br /> 3) *4 rebar continuous in footing C ! �ti� � � <br /> General Notes: <br /> Braced wall panel sole plates nailed to floor and top plates REVIEWEDPERMIT <br /> • Where joists are perpendicular to braced wall lines, Fasten all wood framing per 1/4" , II <br /> provide blocking under and in line with braced wall panels. IRC table R602,3 (I) LINOCross Section AA = 1 -0 <br /> Revised 3/26/21 <br /> Shannon 4 Lorena Olsen 11/16/20 <br /> ,. 1101 sucker Ave - <br /> Everett, WA 90201 Pg 4 of 4 <br />