29 112TH ST SW 2020-05-22 - Laserfiche WebLink

W GENERAL NOTES -- I V 2X8 PT LEDGER AT WALL WITH 1/2 X 4" NAIL SHEATHING TO BLOCKS EDGE NAILING PER E ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 STAGGERED LAG BOLTS AT 18"OC INTO RIM PER SW EDGE NAILING SW SCHEDULE INTERNATIONAL RESIDENTIAL CODE,2012 INTERNATIONAL JOIST.LAG BOLTS SHALL BE 2"FROM TOP OR Ei' (-)BUILDING CODE,AND THE 2012 INTERNATIONAL ENERGY BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER ( /41 BEARING WALL 1 0 WU CONSERVATION CODE OF THE STATE OF WASHINGTON. 4/// � SIDING - R-408.2(WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SQ MECHANICAL {„t," (4 Z FT OF NET FREE CROSS VENTILATION FOR EACH 300 SQ FT OF METAL FLASHING FASTENER L' Q UNDERFLOOR AREA COVERED. 911.-- 1_11 (2)#4 HORIZONTAL , / a it REINFORCING ROD TYPICAL Q (B 7 II CONCRETE SLAB eL R-408.4 UNDERFLOOR ACCESS:MINIMUM 18"X 24"CLEAR _--`-J SW PER OPENING � � L ACCESS THROUGH FLOOR MIN 16"X 24"THROUGH EXT WALL �IIII,I� 1y,• ", _ PLAN � ///0) R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD f II =1.11#-" VAPOR BARRIER Lu GIRDERS CLOSER THAN 12"FROM THE EXPOSED GROUND MUST , =11=11=11 BE PRESSURE TREATED, .� MSTC28 OR(2)HTT4 4"GRAVEL Q AT TWO LOCATIONS TO R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS CONNECT FLOOR 16 X 8 CONTINUOUS THICKENED VENTILATION 1/150 OF ATTIC AREA.OR 1/300 IF 40-50 PERCENT IS DIAPHRAGM TO DECK JOISTS SLAB UNDER BEARING WALL LSTA21 W/BLOCKING CO UPPER VENTILATION. AS REQUIRED(4 TYP) W R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING INJJ' CONCRETE THICKENED A READILY ACCESSIBLE AREA 30"MIN HEADROOM,INSULATE 2X6 RAIL D2 SLAB FOOTING q AND WEATHERSTRIP I- PERFORATED SHEAR WALL DETAIL Z R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT SEE LEDGER 2X2 WOOD iV 0 MORE THAN 44"ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE DETAILS PICKETS 5"OC F, - - FEET,A MIN WIDTH OF 20"ANDA MIN HEIGHT OF 24". ABOVE ROOFING MATERIAL TO BE P1 HOUR FIRE PROTECTION MID ROOF"UNDER SHINGLE"VENTING TO 7/18"OSB ROOF COMPOSITION OVER 30LB FELT R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED 5/4X4 WOOD DECKING WITH PROVIDED BY 518"GWB AT ------...„,„4/ PROVIDE LOWER ATTIC VENTILATION. SHEATHING.8D AT 6" \ IN EACH SLEEPING ROOM,IN THE IMMEDIATE VICINITY OUTSIDE (2)BD AT EACH JOIST ALL SIDESOC AT EDGES AND y MINIM EACH SLEEPING AREA AND ON EACH STORY. T�1 P: _ 12"OC AT FIELD / 2X8 PT JOIST it III \ I.ri / ROOF TO TOP PLATE1/1R315,1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED 1 i(� CONNECTION PER / �,OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINRY OF /�I 2XB RIM �d'i , SW SCHEDULE ;; II I LI I p THE BEDROOMS. 1 5/4 X 4 DIAGONAL A. z MAX 0000:111711111111611111116 L, /�_�Z�l,i4lil�l� BRACE FROM "-'" -� R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR BEAM TO WALL ' TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF I 4X10 PT BEAM WITH INSULATION BAFFLE WITH r EITHER VERTICAL EDGE OF DOOR AND GLAZING IS LESS THAN 12"MAX CANTILEVER _ �+ A 60"ABOVE FLOOR 514X4 CLEATS VENTED 2X EACH SIDE OVER POSTS I■I ! BLOCKING MIN AIR SPACE TO EXTEND II II SCUD TIGHT FITTING ..,y TO 12"VERTICALLY ABOVE M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS BLOCKING(NO VENTS) 41~ HEADER INSULATION N THROUGH A SINGLE WALL DUCT THE DUCT SERVING THE HOOD -� PER PLAN �L O SHALL HAVE A SMOOTH INTERIOR SURFACE,SHALL BE AIR TIGHT 4X4 PT POST 12 X 12 1 HOUR FIRE PROTECTION 2X6 WALL AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER 6X6 FOR POST CONCRETE PROVIDED BY 5/8"GM AT SHEATHING FRAMING C OVERI4 FT \ FOOTING 17 ALL SIDES NOTE GABLE ENDS THAT ARE DIRECTLY UP AGAINST PER SW AT 16"OC G T R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. BELOW GRADE 5 FT SETBACK SHALL HAVE NO GABLE VENTS. SCHEDULE W i MIN SIZE 4 IN WITH 1/2 IN STROKE AND CONTRASTING TYPICAL ROOF TO WALL BACKGROUND AND VISIBLE FROM STREET. CANTILEVER INTRUDING INTO 5 FT ROOF OVERHANG INTRUDING INTO 8 X 10 TYPICAL DECK SECTION C3 PROPERTY LINE SETBACK C2 5 FT PROPERTY LINE SETBACK C1 AND HEADER SECTION DESIGN CRITERIA _ FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 ROOF LNE LOAD 25-ROOF DEAD LOAD 15 - THE GREATEST RISER HEIGHT WITHIN ANY 8D NAILS AT 6"CC PERIMETER NAILING TO SCUD WIND SPEED 85-SEISMIC CAT. D FLIGHT OF STAIRS SHALL NOT EXCEED THE NAILING TO LEDGER PARALLEL OR BLOCKING.SPACING ' SMALLEST BY MORE THAN 3/8" PERPENDICULAR PER PERIMETER BASEPLATE NAILING / ROOF FRAMING DOUBLE JOIST AT EACH STRAP PER TIGHT FIT SCUD PLAN WITH EQUAL NUMBER OF NAILING OF FLOOR PER SW SCHEDULE • L HANDRAIL 34.38" MIN HEAD CLEARANCE BLOCKING NAILS TO WALL FRAMING AND JOISTS, DIAPHRAGM f_ TO BE 8'-8" �! DO NOT NAIL INTO END GRAIN. J 112"ANCHOR BOLTS AT #4 VERTICAL AT 48"CC, ABOVE STAIR NOSE Ir ` ;�— 3/4"FLOOR W 72'OC HATH 7"MIN INTO EXTEND 14"INTO STEM STAIR TREAD BASEPLATE NAILING L U FLOOR TO TOP PLYWOOD \\ STEM WALL.2 BOLTS WALL AND 3"INTO PER R-311.5.3 PER SW SCHEDULE I PLATE CONNECTION / U) YI 3 4"FLOOR MIN PER SILL PLATE FOOTING WITH 1X8 RISER IIIA+ FLOOR JOISTS PLYWOOD PER SW SCHEDULE . WITH A MAX 12"AND STANDARD HOOK. +` '� 2X LEDGER BLOCK BASEPLATE "� p MIN 3.5"FROM EACH SHEARWALL PER END.WASHER TO BE .„ 2X12 STRINGERS(3) _I MECHANICAL SCHEDULE RAFTER OR TRUSS WITH NAIUNG FLOOR JOIST I CO FLOOR JOIST (2)18D TO EACH STUD PER SW 'I1 II PER PLAN j PER PLAN I CO 3X3X 1/4"MIN CONNECTION SCHEDULEf. t _ r _I FLOOR TO STAIRS W MIN RUN 10" I RIM JOIST �- .�. FLOOR JOIST I PERIMETER NAILS MAX RISE 7314" I /�I 1/Y GAG UNDER STAIRS PER SW SCHEDULE FLOOR TO TOP RIM JOIST ^' LOWER WALL TOP (' Z 1" r UNBALANCED i WALL FRAMING OR PLATE CONNECTION PLATE OR MUDSILL v Q III=I_•'•'' BACKFILL MUST I �/ 2X DRAFT STOP BLOCKING �A BEAM OR MUDSILL PER SW SCHEDULE Z SEE DETAIL(B2)FOR STRAP =11 1-1 11 NOT EXCEED 4 FT r BETWEEN STUDS PER PLAN Q J CONNECTION:IF APPLICABLE 1 1 1-1 1 1—I:•:' AND MUST NOT 2X4 STIFFENER a 1—III-11 h •;,• BE GREATER TYPICAL PARALLEL OR TYPICAL CANTILEVER J 111=1I1-1..;:, a THAN 45 DEG TYPICAL SECOND SLOPE PERPENDICULAR LOWER g2 WITH SHEAR TRANSFER 1I I1 I 1-;: :.•*:... O TYPICAL STAIR SECTION B3 g� FLOOR JOIST SECTION V III—I I1=1` ROOF TO WALL CONNECTION 1E111:±:111:71....-.1-1:: HAVE MIN STEM `1#4 AT TO W W III—IIII{'•;•,.' TOP AND BOTTOM § I—I I—I 1Ey'<?; 314"SUBFLOOR NAILED WITH BD AT 6' SOLID OR I-JOIST 1/2"ANCHOR BOLTS AT 72"OC 1/2"ANCHOR BOLTS AT 72"OC "J 0 o= 1 1 1-1 1 1=1' .1,, BLOCKING PER PLAN WITH 7"MIN INTO STEM WALL BASEPLATE NAILING 1/2"ANCHOR NTOS AT 72"OC _ _ WITH 7"MIN INTO STEM WALL r MIN STEM WALL D N I—I I 1-111ti"‘,".:I.,11=1,, i!-`\ OC AT EDGES AND 12"CC AT FIELD 2 WITH LA MAX MIN P2'AND MIN SILL S" 4"CONCRETE SLAB 2 BOLTS MIN PER SILL PLATE #4 VERTICAL AT SW SCHEDULE WITH BOL S MIN IPER SILL PLATE COILI�L III—I I=� :.;I-1., Ir FLOOR JOIST • END.WASHER TO WITH A MAX 12"AND MIN 3.5" 48"CC.EXTEND FLOOR TO TOP WITH A MAX 17 AND MIN 3.5" LSV II PER PLAN FROM EACH END,WASHER TO 14"INTO STEM PLATE CONNECTION FROM EACH END.WASHER TO 1-111-1I1J ::'."=-__I I—\ ar' -- "- -•"+ BE FROM EACH MIN. #4 VERTICAL AT 48" BE 3X3X 1/4"MIN. WALL AND 3"INTO _ PER SW SCHEDULE I`' BE 3X3X 1/4"MIN. 1E111—=111E:111:=1-111:7-1:•.; ( 1 11 :. 111 111 11111 BEAM PER PLAN ��/'/5!4X4 CLEATS EACH SIDE INTO EXTEND 14"WALL FOOTING WITH 4X4 POST lir MIN 9015 FELT OR PRESSURE /AND 3"S STEM PRESSURE STANDARD HOOK PRESSURE CO III—III=1,.' ''I III—III— �' " PT POST / —I 11-1 1 I-r ;F, Ilia I-1II— 8 MIL BLACK VAPOR TREATED FOOTING WITH TREATED TREATED '(I r FLOOR JOIST '111_ _ _ _ _ _ BARRIER THROUGHOUT PROVIDE A23 POSITIVE MUDSILL TYPICAL STANDARD HOOK MUDSILL TYPICAL MUDSILL TYPICAL�• 1-1 T LILA—�: ''' —111— —111— CONNECTION • 4"CONCRETE SLAB _�'_� #4 VERTICAL AT —III-1I1-,•..L-111-111— —111— CRAWL SPACE f �--I... I�,�..:. .. ..: :... y p —T5 48"OC.EXTEND W N :111-111 �:;` <1= — 1E-111_ 111— .' �;: ,t: STEM WALL �� ..,IL � L�� 3 STEM WALL 1_. I 'NAV/• A� STEM WALL r l..� IL i 3 14"INTO STEM ~ \ m 11 I-1I1 ' :X111—I 1 1—I 1 1-111—I 12"MIN REQUIREDVIE 1 'I a_ �I 1Ili / TO HAVE WALL AND 3"INTO Q CO Q I BETWEEN BEAM ',:=:.�'F.;.:;i......> TO HAVE 1 �. = TO HAVE p FOOTING WITH 0 CV 1_7_111.7.7„.1.:.....:;:(..7-111-1 I 1-1 11=1 AND GROUND.18" --11 _ _ MIN 1#4 AT "� —III—I I MN 1#4 AT '4 1 1— 6MIL BLACK MIN 1#4 AT `i 5' : ;,; _ _ STANDARD HOOK b III_ //' �•'. T1iIS FOUNDATION MIN REQUIRED IE-111—=-111E-111III—III—I 1 TOP AND I�� a TOP AND '��IICg VAPOR BARRIER TOP ANDI1165' I�I I r Q T=11 r 111-1 WALL IS DESIGNED AND ROUND.JOISTS 111=1 1—111=1 =11— BOTTOM k III L 111— BOTTOM a 1E-111 1 R-10 RIGID BOTTOM a L 1=11 0•-g" PER R404.1.4 WITH CONCRETE SIF 11R3IIlW11— _ _ -= INSULATION WITH 4" .I 11=11 p-3".,, TABLE 404.1.1(5) PAOPERPLAN lac I. VERT AND 24" Low '6MIL BLACK UJ rat:.- + �•r HORIZ OR 24"VERT. rr VAPOR BARRIER FOUNDATION WALL TYPICAL CRAWL SPACE TYPICAL FOUNDATION TYPICAL FOUNDATION WITH TYPICAL FOUNDATION TO SHEET: A5 4'-6"TO 8'IN HEIGHT. A4 BEAM SECTION A3 AT GARAGE FLOOR O INSULATED SLAB FLOOR Al FLOOR JOIST SECTION