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BRACED WALL PANEL SCHEDULE <br /> A. Plywood/OSB 6d nails 6"o,c. (edges) <br /> Insulation Notes 7/16"x 4'8' 12"o.c. (field) <br /> B.GWB-1/2"x 4'8' 5d cooler/wallboard nails <br /> R-21 to be in all exterior walls of proposed master. (one face) 7"o.c.throughout <br /> R-30 to be in floor of proposed master La� <br /> �U) m boW1 U-0.37— on <br /> C. GWB-112"4'x 8' 5d cooler/wallboard nails <br /> R-49 to be in attic of proposed master Ovixo a GR �, .n A (two face) 7"o.c.throughout <br /> W I91.k,Lvt -7 s) <br /> All smoke detectors and CO2 detectors to be hard wired 7/ Structural Panel Siding Corrosion resi8d nails <br /> 7/16"x 4'x 10'or less at 6"o.c. (edges) <br /> ��-�( 12"o.c. (field] <br /> ��, �Y"� � E.One-story alt.braced panel <br /> �L J pA ( Nailing 8d at 6"OC(edges)12"OC(field) <br /> �/ 7116"x 2'-8"x 8'to 10'or less Blocking required at all edges.Anchor bolts two <br /> PP/L�II D�- placed at quarter points. Hold downs-1,8001b <br /> at each end. <br /> I <br /> i <br /> Plumbing Notes F. Alt. braced panel <br /> 7/16"OSB x 16"min.x 10'max Nailing 8d common or galvanized <br /> for one story box nails in 3"grid pattern as shown and <br /> Detail quantity install 1,0001b strap on inside 3"OC in all framing <br /> of header to studs (studs,blocking,and sills)Typ <br /> shower 1 1)5/8"dia. anchor bolt w/ <br /> 3"x 3"x 1/4 gaiv plate washer <br /> toilet 1 Holdowns-4,2001b at each end. <br /> Design Criteria: <br /> 2009 intornational Residential Code sink 3 <br /> 2-009 International Building Code <br /> 2009 Construction Administrative Code, P-trap 4 General Notes: <br /> adopted as a replacement of Chapter 1 of the I Codes Braced wall panel sole plates nailed to floor and top plates <br /> 2006 Washington State Energy Code WAC 5111 Where joists are perpendicular to braced wall lines, <br /> 2006 Washington State Ventilation and Indoor Air Quality Code hot water supply 5 provide blocking under and in line with braced wall panels. <br /> WAC 51-13 <br /> cold water supply 6 _ <br /> Ground snow load 251b <br /> vents 3 <br /> Concrete to have a min. of 2,500 psi <br /> All Drains to be foam core schedule 40 ABS Project Description: <br /> Lumber: Proposed Garage Conversion To Living Space <br /> Studs to be DF#2 Drains at shower and sinks to be min. 2" <br /> Ceiling joists DF#2 foam core schedule 40 ABS <br /> Rafters DF#2 Tami Kesl <br /> Glu Lam Beams 24f V4 6208 Sycamore PI. <br /> Headers unless other wise caned out DF#2 Toilet drain to be 4" foam core schedule 40 ABS <br /> Everett, WA. 98203 <br /> Fasteners: Clean-out to be 2'from east wall of proposed master Legal Description: <br /> For pressure treated wood should be ZMAX bath at northeast corner of existing garage. <br /> hot-dipped galvanized(G185),stainless steel I Highland Estates BLK 000 D-00 Lot 11 <br /> or meet ASTM 153 requirements <br /> Connection to side sewer to be 4" schedule 40 Tax Parcel #-. 00623500001100 <br /> min. 1/4" per foot grade <br /> Lot size: 6800 S.F. <br /> i <br /> Existing House and Garage: 1592 S.F. <br />