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2122 106TH ST SW 2025-03-12
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2122 106TH ST SW 2025-03-12
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Last modified
3/12/2025 7:36:37 AM
Creation date
10/28/2024 10:45:11 AM
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Street Name
106TH ST SW
Street Number
2122
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12:2.19 12:2.IS <br />v ,4 IC v <br />\MANUFACTURED <br />PL. s UPPER FLOOR <br />j') TRUSSES <br />PL. ® BRIDGE <br />Yi ® 12 OR 16' O.C. <br />_ _ -..... <br />• <br />MIN: R�38-CLOSED-CELL SPRAY <br />:. <br />L5/S' <br />FOAM INSULATION TYPICAL 'CEILING- .. <br />.. <br />6L.5. TYP.. <br />0 <br />2xb STUDS 16' O.C. <br />. ' <br />1 <br />Q� <br />W/ R-21 INSULATION TYP. <br />Ta1'P <br />00 <br />.. . <br />LINE OF STRUCUTRE <br />BEYOND <br />VA' <br />UPPER FLOOR <br />BRIDGE <br />PL. • MAIN FLOOR <br />' <br />I/2' G.WB:.. <br />pp <br />GIREAT <br />TYP,. <br />0 FINISH PER ELEVATION <br />OVER 1/2. CDX OR OSB. <br />OVER 15116 FELT OVER <br />' <br />3/4' T. ! G. PLYWO <br />' .. 'OVER 2XI0 FLOOR J <br />ISTS <br />MAIN FLOOR <br />.W/R-38 INSULATION <br />" <br />'s <br />FINISH GRADE <br />c <br />SOFFIT, VENT E <br />INSULATE CANT'L <br />W/ R-38 INSUL. <br />.xwsTirioN�rvar��Eod sEEdAlua�aa�G <br />NOTd�nnaG PawvnGN.s <br />�Eow�u�aNd eET\VEEN TNEBE umns SECT10Ng8C2b <br />rvGreNiNG rawlsnrvs /\, <br />SECTidNN8a2.s ✓ �. <br />aOTiOM PIATE y 39�,N,'.,J <br />I I �ws*Nne:m ro <br />snm <br />TdP PIAIE <br />WpN3�ON fOP BLOCKING ANO tiN. BBGN <br />eNG[uN0-sEE �fNTOsiuO--- <br />SEGTtONF52+.] SECTION P9028 <br />oasP c�araaw. <br />OBSIOGNi 9OPTOMPtATE SECTgN R5C2.Gf SEE SECTION R6C2S <br />fO� FIPE BLdCKiM3 <br />5¢:PGTE aomr ` <br />�• •.� BA�SEME9PAGF dP SIIBFUJOR NgNdJTHIG <br />FOiadMTpN 8—N.— <br />`w _ .�/it\\ 1. Fd1NWTWN <br />aurEnmBnara <br />PLATf01iV FfLON4N0 aEAPdHO WA€L SALLACN FaAM�NO <br />SCALE: 1/4' = I'-0' <br />TYP. <br />NO rr <br />i0 <br />a <br />�I III 1�� 1-w1 ��1� F�1 ME <br />TOP OF ROOF <br />In <br />PL. O UPPER FLOOR <br />TYPICAL EXTERIOR WALL: <br />2-2X6 TOP PLATES <br />2X6 STUDS 16' O.C. <br />2X6 BOTTOM PLATE <br />1/16' OSB (APA 24/1(o) 5HT'G <br />AIR BARRIER (TYVEK OR EOJ <br />EXT. SIDING PER ELEVATIONS <br />1/2' G.WB. <br />UPPER FLOOR <br />PL. ® GARAGE SLAB <br />FINISH PER ELEVATION <br />OVER I2' CDX OR 0.5B. <br />OVER 151b FELT OVER \' <br />E <br />2x6 STUDS 16' O.C. <br />GARAGE SLAB <br />MIL (BLACK) VBJ 0 <br />LINE OF POST 4 <br />BEAM BEYOND <br />W <br />a <br />N <br />COKING0OUBOCORFIREBLOCKING SHALL BE PROVIDED TO CUT OFF <br />ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) AND TO <br />FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY <br />AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME <br />CONSTRUCTION IN THE FOLLOWING LOCATIONS: <br />1) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED <br />SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: <br />A) VERTICALLY AT THE CEILING AND FLOOR LEVELS. <br />B) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. <br />2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL <br />SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. <br />3) IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE <br />RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. <br />4) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND <br />FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF <br />FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR <br />SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E Mr. REQUIREMENTS. <br />5) FOR THE FIREELOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003JS. <br />6) FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE <br />LINE OF DWELLING UNIT SEPARATION. FIRE BLOCKING MATERIALS SHALL CONSIST OF <br />MATERIAL LISTED IN SECTION R302JI.1. LOOSE -FILL INSULATION MATERIAL SHALL <br />NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND <br />MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. <br />DRAFTSTOPPING: WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW A <br />CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE <br />INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED <br />1000 SQUARE FEET. DRAFTSTOPS SHALL DIVIDE THE CONCEALED SPACE INTO <br />APPROXIMATELY EQUAL AREAS. DRAFTSTOPPING MATERIALS SHALL CONSIST OF <br />MATERIALS LISTED IN SECTION R302J2.1. DRAFTSTOPPING MATERIALS SHALL NOT BE <br />LESS THAN 7 INCH GYPSUM, 3/8 INCH WOOD STRUCTURAL PANELS OR OTHER <br />APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF THE <br />DRAFTSTOPS SHALL BE MAINTAINED. <br />SECTION 312.12, RODENT PROOFING: <br />STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT <br />NO OPENING EXCEEDS I2 OF AN INCH IN THE LEAST DIMENSION. <br />METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT <br />ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE <br />BUILDING. <br />312.122: METAL COLLARS. <br />IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR <br />CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND <br />PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY <br />FASTENED TO THE ADJOINING STRUCTURE. <br />312J23: TUB WASTE OPENINGS. <br />TUB WASTE OPENINGS IN FRAMED. CONSTRUCTION TO CRAWL SPACES AT OR BELOW <br />THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED <br />METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING <br />STRUCTURE WITH NO OPENING GREATER THAN I2 OF AN INCH IN THE LEAST <br />DIMENSION. <br />• 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS (UPC) <br />4X4 OF -2 POST AT SFT O.G. <br />2X6 16, O.C. STUD <br />ATTACHED TO 2XI2 JOISTS W/ <br />10d COMMON NAILS HALF -WALL IWILL W/ <br />10d COMMON <br />NAILS <br />UPPER FLOOR <br />(2))2' DIA. x 6' LONG THRU <br />BOTH SIDES CONTINUOUS 2X6 CAP <br />STAGGERED <br />AT 6' O.G. <br />BOLTS W/ NUT AND WASHERS <br />STAGGERED AT 6' O.C. PLATE. <br />CONT. DEL. TOP PLATE <br />EXTENDED FIRE STOP AT SOFFIT. <br />J' PLYWOOD FIRE BLOCK (2X LUMBER <br />OR }' DRYWALL ALSO PERMITTED). <br />:_10INSULATION RIGID ALL <br />EXTERIOR 5 <br />m i <br />(SHADED AREA) <br />4X HEADER <br />CONTINUOUS 2XI2 <br />JSTS PER PLAN <br />RIM JOIST <br />.p <br />. <br />2X6 � <br />SIMPSON A34 POST <br />KING STUD <br />I2' DRYWALL <br />TO TOP PLATE <br />OPENING <br />51M <br />ON A3 <br />I EXTERIOR PLYWOOD <br />12' <br />PO <br />TO TO <br />PL <br />E <br />2XI2 FLR <br />TRIMMER <br />2XI0 <br />JSTS ®16. O.C. <br />MAIN FLOOR <br />NOT TO SCALE <br />NOT <br />TO SCALE <br />I SECTION - HALF UJALL FRAMING <br />2 I- IEADERANeULATION DETAIL <br />3 COFFERED CEILING <br />REQUIRED SAFETY GLAZING LOCATIONS: <br />I. GLAZING IN SWINGING DOORS EXCEPT LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH IRC <br />R3082. <br />2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING <br />AND BIFOLD CLOSET DOOR ASSEMBLIES. <br />3. GLAZING IN STORM DOORS. <br />4. GLAZING IN ALL UNFRAMED SWINGING DOORS <br />r, GLAZING IN DOORS, WALLS, FENCES AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM <br />ROOMS, BATHROOMS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING <br />THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60' <br />ABOVE ANY STANDING OR WALKING SURFACE. <br />EXCEPTION: OPENINGS THROUGH WHICH A 3' SHPERE IS UNABLE TO PASS. <br />6, GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL <br />15 WITHIN A 24' ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE <br />THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE WALKING SURFACE. <br />EXCEPTION: WHERE THERE IS AN INTERVENING WALL OR PARTITION BETWEEN DOOR AND GLAZING OR <br />WHERE THE DOOR ACCESSES A CLOSET V OR LESS IN DEPTH. <br />1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL OF THE FOLLOWING APPLY: <br />1.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF. <br />12 TTOM EDGE LE55 THAN 18' ABOVE THE FLOOR. BO E R <br />13 TOP EDGE GREATER THAN 36' ABOVE THE FLOOR <br />1.4 ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY OF THE GLAZING. <br />EXCEPTION: WHERE A PROTECTIVE 1-1/2'-WIDE BAR 15 INSTALLED ON THE ACCESSIBLE SIDE OF THE <br />GLAZING 34' - 38' ABOVE THE FLOOR AND IS CAPABLE OF WITHSTANDING A LOAD OF 50 LBS PER <br />LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS 15 25' OR MORE ABOVE GRADE, A <br />ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE. <br />S. GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDES <br />STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS. <br />S. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, <br />AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE A WALKING <br />SURFACE AND WITHIN 60' HORIZONTALLY OF THE WATER'S EDGE. THIS WILL APLY TO ALL SINGLE <br />GLAZING AND ALL PANES IN MULTIPLE GLAZING. <br />10. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. <br />GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES OV4 Mm) <br />ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS <br />OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. <br />EXCEPTIONS: <br />1. WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE 5IDE(5) OF THE GLAZING 34 TO Be INCHES (564 <br />TO e65 MIT) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A <br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT C130 NM) WITHOUT CONTACTING THE GLASS AND <br />HAVE A GROSS -SECTIONAL HEIGHT OF NOT LESS THAN 112 INCHES (38 MM). <br />2. GLAZING 36 INCHES ('J14 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. <br />11. R308.4.1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. <br />GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS <br />THAN 36 INCHES (S14 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS <br />THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS <br />LOCATION. <br />EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R3i2 AND THE PLANE <br />OF THE GLASS 15 MORE THAN 18 INCHES (451 MM) FROM THE GUARD. <br />a <br />V <br />2 <br />Wj?00 <br />OQWQ <br />Q Q <br />WWv�W <br />z <br />W <br />w <br />�w <br />z <br />lu <br />w <br />wz <br />mw <br />z <br />0 <br />�y <br />w <br />n <br />o��aaa <br />N <br />W <br />Q <br />NQ <br />Q <br />p <br />C <br />0 <br />NOTE: <br />d <br />REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND <br />ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS <br />Project # <br />PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN <br />17174 <br />NOTE: <br />S heat <br />CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF P��OF <br />TO <br />VERETT <br />AND REPORT ANY OMISSIONS / DISCREPANCIES DESIGNER�R <br />COMMENCING WOW- DESIGNER SHALL NOT BE RESPONSIBLE rRVIEWED <br />OR PERMI <br />A ^ <br />H{L�J <br />DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK <br />PETFORMED BY THE CONTRACTOR <br />
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