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I <br />I <br />I <br />r-•I r I I• r-II � r- <br />i <br />I� <br />—1��— <br />I I C I I ► I �II 1 I <br />LEI <br />�i <br />o m a o m o <br />I <br />NOTE: <br />- ROOF TRUSSES SHALL BE DE516NF-D BY PROFESSIONAL BUILDING SECTION <br />ENGINEER LICENSED IN THE STATE OF WASHINGTON. <br />- TRUSS CONSTRUCTION DRAWING5 AND CALCULATIONS SHALL SCALE: 1 /4" = 1'- 0" <br />BEAR THE SEAL AND SIGNATURE OF THE ENGINEER PERFORMING THE DE516N. <br />ARCH COMP ROOFING ON <br />15# ROOFING FELT ON <br />APPROVED TRUSSES ® 24-0.6. <br />R421NSUL <br />ALUM GUTTERS <br />WIND BAFFLE 8 DOWNSPOUTS <br />uV 1" CLEARANCE FASCIA AS EXIST. <br />101 Gm ON V.B. <br />SIDING PER ELEYS <br />R-21 BATT IN5UL. ON BUILDING WRAP <br />15/32" OSB OR COX PLY <br />SEE ENG. STRUCTURAL FOR ON 2xb HF2 ®16" O.G. <br />MORE SHEARWALL SPECIFICS <br />rf� ROOF EAVES DETAIL <br />6 SCALE: 3/8" = 1'- 0" <br />TYPICAL GARAGE EXT. WALL <br />EXTERIOR SIDING ON <br />BUILDING WRAP ON <br />1592" 05B 5HFlATHING ON <br />2�4 HF#2 ® 1 b O.G. <br />USE ZQ SQUARE BEARING <br />PLATEY4A5HER5 <br />GARAGE FLOOR 1/2'DIXG.1D"A.B. <br />048" O.G. (U.N.O.) <br />4" CONC. SLAB ON <br />6 MIL POLY ON P.T. 2xb 50LE PLATE <br />5" COMP. FILL <br />FIN. GRADE <br />6" CONC, PDN. WALL <br />6. B' CONT. FOOTING Z <br />SEE ENS. STRUCTURAL FOR 1Y OF DRAIN ROCK <br />REBAR AND ANCHOR SPECS AROUND 4" CANT. <br />FT& DRAIN PIPE <br />GARAGE FDN. DETAIL <br />b SCALE: 3/8" = 1'- 0" <br />ARCH COMP ROOFING ON <br />15# ROOFING FELT ON <br />APPROVED TRUSSES ® 24"O.0 <br />FLASHING <br />1xB FA5CIA <br />MAX (3) 15" DIA. <br />HOLES PER BLOCK <br />SIDING PER ELEVS <br />ON BUILDING WRAP <br />2,,6 VENTED BLKG. <br />15132" 05B OR COX PLY <br />SEE STRUCTURAL <br />ON 2xb HF2 ®16' O.L. <br />ENG. PLANS FOR <br />SHEAR AND LATERAL <br />BRACING SPECIFICS <br />ROOF EAVES <br />DETAIL <br />6 <br />SCALE: 3/5" <br />= 1'- 0" <br />TYPICAL EXTERIOR WALL <br />EXTERIOR SIDING ON <br />BUILDING WRAP ON <br />15/32" 05B SHEATHING ON <br />2xb HF#2 0 16 O.C. <br />R-21 FLOOR PERIM. INSUL. <br />TYPICAL EXTERIOR WALL <br />EXTERIOR SIDING ON <br />BUILDING WRAP ON <br />15/32" 055 SHEATHING ON <br />216 HF#2 ® 16 O.G. <br />PERIM. FDN. DETAIL <br />U SCALE: 3/8" = 1'- 0" <br />1W GWB ON V.B. <br />EXTERIOR SIDING ON <br />BUILDING WRAP ON <br />1507 05B SHEATHING ON <br />NEW FLOOR <br />21b HFM @ lb O.L. <br />314" T8G PLYWOOD <br />W VAPOR BARRIER ON <br />USE 21aafl b' SQUARE <br />11.875-TJI 110 0 16" O.C- <br />ue' R-35 GATT IN5UL. <br />BEARING PLATE WASHERS <br />ill' VIA. x10' A.B. <br />® 46' D.G. (U.N.O.) <br />z <br />P.T. 2.6 50LE PLATE <br />FIN. GRADE <br />L <br />B" LONG. FDN. WALL <br />m <br />CRAW1251"ACE <br />Z <br />SEE ENG. STRUCTURAL <br />W. B"CONT. FTC. Z <br />i <br />FOR PDN. REBAR <br />12" OF DRAIN ROCK <br />AROUND 4" CONT. <br />G MIL BLACK POLY <br />FTG. DRAIN PIPE <br />PERIM. FDN. <br />DETAIL <br />6 SCALE: 3/8" = 1'- 0" <br />ARCH COMP ROOFING ON <br />1S# ROOFING FELT ON <br />15/3T SHEATHING 516" TYPE'X' GYVE <br />216 RAFTERS 0 24.O C /- TO TRU55 <br />2'6 BLOCKING <br />ARCH COMP ROOFING ON <br />15B ROOFING FELT ON <br />APPROVED TRUSSES ® 24.0.6. <br />FLASHING <br />1.15 FASCIA <br />R42 INSULATION <br />TYPICAL EXTERIOR WALL <br />EXTERIOR SIDING ON <br />BUILDING WRAP ON <br />5115" TYPE W GWB OVER YOU <br />TO ROOF SHEATHING <br />15f32' OSB SHEATHING ON <br />2xb HF1i2 ® 16 O.L. <br />5/B' TYPE W GWB OVER WALL <br />TO ROOF SHEATHING <br />15/52" OSB SHEATHING ON <br />2xb HF#2 0 16 O.O. <br />FIREBLOCKAT MIDPOINT <br />ATTIG <br />Sfd" TYPE W GWB <br />ON V.B. <br />2xb BLOCKING <br />5/5" TYPE GWB <br />ON V.B. <br />BEDROOM 4 <br />NEW FLOOR <br />314' T&G PLYWOOD <br />11.B75" TJI 110 0 16" O.L. <br />516-TYPE WGWB TO L 5/6" TYPE GWB TO SIB, TYPE W GWB �R-21=LOORPERIM. I115UL. <br />20 CEILING MEMBERS 2.4 CEILING MEMBERS IW 17URA13OND 200 ADHE51VE <br />OR EOUAL TO ALL JOINTS -TYP. <br />FIRE BLOCKING 516" TYPE W GY'ID <br />15-" 058 SHEATHING ON <br />5/8' TYPE W GWB 2x4 HF#2 0 16 O.C. FIREBLOCK AT MIDPOINT 51B' GWB CONT. <br />,a OURABOND 200 ADHE51YE (SEE ENG. PLAN FOR SHEAR WALL SPECS.) TO GONG. PDN. <br />OR EOUAL TO JOINTS -TYP. <br />CONT. GWB UP TO 5HEA14V 511EATHING <br />ROOF SHEATHING STORAGE PER ENGINEER SPECS. STORAGE GARAGE <br />FIRE RESISTANCE RATED WALL ASSEMBLY SHALL BE IN AGGORDANGE WITH A5TM El 19, UL263 TESTS. <br />(� FIRE RATED NALL DETAIL rf-� FIRE RATED NALL DETAIL <br />6 SCALE: 3/8" = 1'- 0" SCALE: 3/5" = 1'- 0" <br />ASTM Ell9, UL 263 <br />u <br />R <br />ROOF VENTILATION PER UNIT <br />1182 5F OF CONDITIONED GEILING <br />UPPER ROOF VENTING PER UNIT (Sx8 JAGK5) <br />1162/150/2 = 3.94 5F OF REQUIRED <br />UPPER AND LOWER VENTING <br />3.94 5F / .34 5F PER VENT = 1 1.59 5F <br />LOWER ROOF VENTING (2" GONT VENT) <br />ROOF PEAK <br />UPPER CEILING , <br />UPPER FLOOR <br />MAIN CEILING <br />MAIN FLOOR <br />/ <br />1 1/2" DIA. HANDRAIL <br />/ <br />LINE OF 7- 0" <br />MOUNTED 2" MIN. <br />CLEAR FROM WALL <br />HEADROOM <br />(RETURN ENDS TO WALL) <br />HAND OR GUARDRAIL TO <br />BE 3G" ABOVE N05ER5 <br />LE55 THAN 4" <br />CLEARANCE BETWEE <br />PICKET5 <br />MIN. 2xG @ I G" O.C. <br />LANDING <br />7 112" PLY R15ER5 <br />2x TREADS <br />5/8" TYPE'X' GWB TO <br />UNDER51DE OF 5TAIR5 <br />FLOOR LEVEL I II <br />STAIR DETAIL <br />6 N.T.S. <br />i <br />,O <br />V <br />c1 <br />� <br />� <br />O <br />oao <br />(425) 268-1701 <br />dedprodesign@gmail.com <br />REVISIONS <br />Date & Initials <br />Revised: <br />Revised: <br />Revised- <br />Revised: <br />Ln <br />CV <br />-1 <br />y. <br />Lu <br />a <br />Q <br />z <br />� <br />m <br />z <br />o <br />O <br />ci <br />V <br />l� <br />Z <br />Lu <br />Q <br />w <br />`L <br />U-1 <br />Lu <br />v <br />� <br />z <br />LU <br />i, <br />o <br />v <br />w A- <br />w m <br />0— <br />PAGE <br />6 of <br />2/25/2024 <br />