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6522 WETMORE AVE 2020 Plans 2022-12-01
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6522 WETMORE AVE 2020 Plans 2022-12-01
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Last modified
12/1/2022 11:15:51 AM
Creation date
4/25/2022 3:03:26 PM
Metadata
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
6522
Permit
B2010-027
Year
2020
Notes
ADD ATTACHED GARAGE AND LIVING SPACE AT UPPER LEVEL
Address Document Type
Plans
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POW <br />NO SCALE <br />_EA"E DETAIL <br />314" =1'4' <br />. ROOFING ON TYPE <br />.T ON 7/16" OSB <br />THING ON MFG. <br />3ES @ 24" O,C. <br />ATION BAFFLE <br />" AIR SPACE <br />,ATT INSULATION <br />d. 1" AIRSPACE <br />:NT BLOCKING <br />FFIT MATERIAL AT <br />-IANG <br />N/ PVA PAINT, TYP. <br />'UD WALL c@z 16"o.c. <br />A & GUTTER <br />PER ELEVS. ON <br />.DG. PAPER ON <br />)SB SHEATHING <br />Ts @ 16"o.c, W/ <br />R-21 BATT INSULATION <br />PLYWOOD SHEATHING <br />BUILDING PAPER PER <br />IRC. SECTION R 703. <br />-CULTURED STONE <br />P.T. SILL PLATE PER PLAN <br />TOP OF PLINTH <br />9 <br />4.a 4 <br />a .4, <br />4a <br />e <br />U; I I I a .4 -I I Ill— Its <br />CIII 4 II I <br />FOOTING PER PLAN <br />1-1/2" DIA. MIN CONT. <br />HANDRAIL - 1-1/2" CLEAR <br />FROM WAIL. <br />HANDRAILS PER IRC R311.5.3 <br />BALUSTERS PER <br />TOP OF HANDRAIL IRC R312:3 <br />CD <br />Q LESS THAN 4" BM, OR DBL <br />BETWEEEN PER PLAN <br />1x8 BALUSTERS <br />2 0 RISER <br />Ea co <br />1_x11) <br />O <br />c EXTEND TO TOP TREAD <br />o & BOTT. RISER <br />v¢ RETURN TO WALL <br />w 10" TYP. (SEE PLAN) <br />{1T MIN. REQ <br />`r TREAD 1/2" GWB ON ALL <br />SURFACES OF <br />USABLE SPACE <br />UNDER STAIRS <br />Lu <br />Ct7 <br />CC e� <br />(3) 2 x 12 STRINGERS <br />2x THRUST FIREBLOCKING AT <br />BLOCKING TOP AND BOTTOM <br />ACROSS STRINGER <br />BETWEEN STUDS <br />NOTE: <br />PER IRC 2015 CODE R311.7.5 STAIRS TREADS AND RISERS <br />R311.7.5.1 RISER. THE MAXIMUM RISER HEIGHT SHALL BE 7 2" INCHES <br />(196 mm). THE RISER SHALL BE MEASURE VERTICALLY BETWEEN <br />LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER <br />HEIGHT WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE <br />SMALLEST BY MORE THAN INCHES (9.5 mm). <br />R311.7.5.2 TREAD. THE MINIMUM TREAD DEPTH SHALL BE 10" INCHES <br />(254 min.). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY <br />BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF <br />ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING <br />EDGE. THE GREATEST TREAT DEPTH WITHIN ANY FLIGHT OF STAIR <br />SHALL NO EXCEED THE SMALLEST BY MORE THAN 28. <br />' INCH (9.5 mm.) <br />3/4" =1'-01, <br />1 1/2" = V-0" <br />BUILDING PAPER PER. <br />IRC. SECTION R703 CODE. <br />`,,,�x WALL W/ R-21 INSUL. <br />.--SHEATHING PER PLAN <br />,,,—SIDING <br />—GUTTER STRAP <br />DOWNSPOUT <br />//-1 x3 BUTT TO 1 x4 <br />ING PER ELEVATION <br />'OSB <br />STUDS @a 16" O.C. <br />1 BATT INSULATION <br />bUILUIINU F'AF'LK Nt:ii <br />IRC. SECTION R 703. <br />MOISTOP EZ-SEAL <br />BUILDING PAPER PER <br />IRC. SECTION R 703. <br />o - 1 <br />mo v - I a <br />F , <br />FINT11 <br />"F �.. #_._ _ . _ .. _- _ �w <br />1 112" =1 `-0" <br />3/4" = 1'-01, <br />DOOR OR WINDOW HDR. <br />TO BEAR FULLY ON (1) <br />E TOP PLATE 2x STUD AT ALL DOOR <br />AND WINDOW OPENINGS <br />tTION <br />DER .AN I V HEADER PER PLAN I I <br />) 2x <br />ATTIC ACCESS <br />MOISTOP EZ-SEAL <br />BUILDING PAPER PER. <br />IRC. SECTION R703 CODE. <br />CAULKING <br />MOISTOP PAPER BY <br />INSTALLER. <br />NOTE: WRAP DUCT <br />OPENING IN SAME <br />ORDER AS TYP. WINDOW <br />OR ELEC. METER. <br />e <br />DRYER DAMPERED <br />VENT CAP. <br />I —I <br />DRYER VENT <br />L T I <br />3/4" =1' Q" <br />3/4" = V-0" <br />1t <br />TYP. EXT. GARAGE <br />WALL CONST. <br />1 /N E <br />Ra <br />w <br />P.T. 2x SILL PLATE PER PLAN <br />DI <br />E <br />DE <br />13N LLC <br />3"x3"x SQ.IPLA WASHERS <br />SPACE PER STRUCTURAL <br />F 119 `!. L =✓13r3 E1 1� <br />(UNLESS NOTED OTHERWISE <br />4" DIA. TIGHTLlNE — <br />PER SHEAR WALL SCHEDULE) <br />WHERE REQUIRED, <br />CONNECTED TO <br />MIN. 7" EMBED <br />(1) BOLT 12" FROM CORNERS <br />1 6 O O 8 MOTOR PLACE <br />STORM DRAIN <br />LYN N W O O D, WA 9 BOB 7 <br />OR DRY WELL. <br />CELL: 42 S-877- 7 8 77 <br />EMAIL: SIALER DEEIGN@,)rMAIL.COM <br />r-11 <br />NOTE: 48" MAXUNBALANCED <br />'I11:JI!E <br />BACKFILL <br />;: <br />< <br />al, nl3t�� <br />-I I <br />I <br />-4" CONC. SLAB OI <br />I I_I�Iil i l l 111 <br />E=1 I6 <br />MILL VAPOR BARRIER OI <br />=I�IIipf <br />4" GRANULAR BASE <br />"'11 <br />411= <br />FOUNDATIONS AND REBAR PER STRUCT, <br />r) <br />4" DIA. PERF. <br />THESE DRAWINGS ARE COPYRIGHTED AND MAY <br />FOOTING DRAIN <br />NOT BE COPIED OR REDRAWN WITHOUT THE <br />IN WASHED GRAVEL <br />POUR FTG. ON <br />UNYEILDING SOIL <br />WRITTEN PERMISSION OF SIALER DESIGN LLC. <br />USE OF THIS DRAWINO IS LIMITED TO A SPECIFIC <br />BED <br />PROJECT FOR PERSONS NAMED HEREON AND <br />FOUNDATION <br />WALL AT GARAG`E <br />FOR THE CONSTRUCTION OF ❑NE BUILDING. ANY <br />OTHER USE OR REUSE IS STRICTLY PROHIBITED <br />WITHOUT THE WRITTEN CONSENT FROM SIALER <br />DESIGN LLC. <br />/;;COPYRIGHT 2020 <br />EXISTING EXTERIOR <br />EXISTING NEW ADDITION <br />SIALER DESIGN LLC <br />WALL TO REMAIN <br />REVISIONS <br />DATE DESCRIPTION <br />EXISTING <br />PROPOSED GARAGE <br />MAIN FLOOR <br />SLAB, TYP <br />NEW <br />GARAGE <br />- - <br />a <br />MAVERICK IT <br />4 <br />EXISTING <br />.7 <br />EXISTING CMU <br />BASEMENT <br />FOUNDATION TO <br />r <br />V E SE <br />REMAIN <br />EVE TT WA 98203 <br />MAVERICK <br />- <br />CONSULTING <br />PO BOX 1154 TT <br />FOUNDATIONWALL <br />T <br />3/4" = V-0" <br />SIDING PER ELEVATION <br />EXTERIOR SHEATHING <br />PER PLAN <br />R-21 BATT INSULATION <br />1/2" GWB <br />3/4" T&G OSB SUBFLOOR <br />R-21 BATT INSULATION <br />JOIST PER FRAMING <br />PLAN <br />RIM JOIST PER FRAMING <br />PLAN <br />1/2" GWB <br />FLOORT L <br />3/4 =1'-0" <br />APPROVED <br />PROJECT NUMBER: 2020-119 <br />3/4" = V-0" 3/4" =1' 0" <br />3/4" =1'-01, <br />3/4" = V-0" 314" =1'-0'" <br />PLOT SCALE: 1:1 PLOTTED ON:9/20/20 <br />
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