31 112TH ST SE 2018-03-30 - Laserfiche WebLink

W GENERAL NOTES V 2X8 PT LEDGER AT WALL WITH 1/2 X 4" E ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 NAIL SHEATHING TO BLOCKS EDGE NAILING PER STAGGERED LAG BOLTS AT 18"OC INTO RIM INTERNATIONAL RESIDENTIAL CODE,2012 INTERNATIONAL PER SW EDGE NAILING SW SCHEDULE JOIST.LAG BOLTS SHALL BE 2"FROM TOP OR E V cr BUILDING CODE,AND THE 2012 INTERNATIONAL ENERGY BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER BEARING WALL 1 o (,; W CONSERVATION CODE OF THE STATE OF WASHINGTON. / V z ,A SIDING vI R-408.2(WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SQ MECHANICAL V) Z FT OF NET FREE CROSS VENTILATION FOR EACH 300 SQ FT OF METAL FLASHING FASTENER - - "` UNDERFLOOR AREA COVERED. '�� (2)#4 HORIZONTAL Q REINFORCING ROD J Lam_ TYPICAL R-408.4 UNDERFLOOR ACCESS:MINIMUM 18"X 24"CLEAR 9r,i l A CONCRETE SLAB SW PER OPENING a 1... y ACCESS THROUGH FLOOR,MIN 16"X 24"THROUGH EXT WALL I :/ " PLAN \ .Z R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD i Imo'` r"'n � " ' VAPOR BARRIER �a ... GIRDERS CLOSER THAN 12"FROM THE EXPOSED GROUND MUST �' BE PRESSURE TREATED. �' MSTC280R(2)HTT4 4"GRAVEL 11=1 W AT TWO LOCATIONS TO O 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 UPPER VENTILATION. LSTA21 W/BLOCKING MM AS REQUIRED(4 NP) W R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN /' CONCRETE THICKENED A READILY ACCESSIBLE AREA.30"MIN HEADROOM,INSULATE 2X6 RAIL-----------7 DZSLAB FOOTING p 1 AND WEATHERSTRIP PERFORATED SHEAR WALL DETAIL Z R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT SEE LEDGER 22.2 WOOD N ICIND MORE THAN 44"ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE DETAILS PICKETS AT 5"OC 1 FEET,A MIN WIDTH OF 20"AND A MIN HEIGHT OF 24". ABOVE ROOFING MATERIAL TO BE 1 HOUR FIRE PROTECTION MID ROOF"UNDER SHINGLE"VENTING TO 7/16"OSB ROOF COMPOSITION OVER 30LB FELT R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED 5/4X4 WOOD DECKING WITH PROVIDED BY 5/8"GMB AT \ rI PROVIDE LOWER ATTIC VENTILATION. SHEATHING.ED AT 6" \ IN EACH SLEEPING ROOM,IN THE IMMEDIATE VICINITY OUTSIDE (2)ED AT EACH JOIST ALL SIDES OC AT EDGES AND \ 1a EACH SLEEPING AREA AND ON EACH STORY. If \\tea 2X8 PT JOIST III 12"OC AT FIELD R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED i WIC -� '� - ROOF TO TOP PLATE OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF CONNECTION PER THE BEDROOMS. .I 2X8 RIM r "i„II I I III SW SCHEDULE /A,....►It, Q 5/4 X 4 DIAGONAL " 2'MAX-� i ArM111*1S1S1U1U t��Zil�A__lele R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR BRACE FROM BEAM TO WALL TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF I + R-3 i k ��/// 4X10 PT BEAM WITH1EITHER VERTICAL EDGE OF DOOR AND GLAZING IS LESS THAN / + I' iQ60"ABOVE FLOOR. 5/4X4 CLEATS/ 12"MAX CANl1LEVER INSULATION BAFFLE WITH 1' OVER POSTS .....1 VENTED 2X EACH SIDE AITIE BLOCKING MIN AIR SPACE TO EXTEND 47,1 2 M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS SOLID TIGHT FITTING 04.4 0.4 TO 12"VERTICALLY ABOVE THROUGH A SINGLE WALL DUCT THE DUCT SERVING THE HOOD BLOCKING(NO VENTS) �y HEADER INSULATION ��// SHALL HAVE A SMOOTH INTERIOR SURFACE,SHALL BE AIR TIGHT 4X4 PT POST 12 X 12 1 HOUR FIRE PROTECTION - / PER PLAN ///�� Li O AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. 6X6 FOR POST CONCRETE PROVIDED BY 5/8"GI/VB AT / 2X6 WALL „J OVER14 FT FOOTING 12" ALL SIDES NOTE:GABLE ENDS THAT ARE DIRECTLY UP AGAINST SHEATHING FRAMING C R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. BELOW GRADE 5 FT SETBACK SHALL HAVE NO GABLE VENTS. PER SW AT 16"OC C MIN SIZE 4 IN WITH 1/2 IN STROKE AND CONTRASTING SCHEDULE W BACKGROUND AND VISIBLE FROM STREET. O CANTILEVER INTRUDING INTO 5 FT O ROOF OVERHANG INTRUDING INTO O DESIGN CRITERIA TYPICAL ROOF TO WALL 8 X 10 TYPICAL DECK SECTION C3 PROPERTY LINE SETBACK C2 5 FT PROPERTY LINE SETBACK C1 AND HEADER SECTION FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 THE GREATEST RISER HEIGHT WITHIN ANY 8D NAILS AT 6-OC PERIMETER NAILING TO SOLID WIND SPEED 85-SEISMIC CAT.D FLIGHT OF STAIRS SHALL NOT EXCEED THE NAIUNG TO LEDGER PARALLEL OR BLOCKING.SPACING SMALLEST BY MORE THAN 3/8" PERPENDICULAR DOUBLE JOIST AT EACH STRAP PER PER PERIMETER BASEPLATE NAILING ROOF FRAMING TIGHT FIT SOLID PLAN WITH EQUAL NUMBER OF NAILING OF FLOOR PER SW SCHEDULE HANDRAIL 34-38" MIN HEAD CLEARANCE BLOCKING \ NAILS TO WALL FRAMING AND JOISTS. DIAPHRAGM 1/2"ANCHOR BOLTS AT #4 VERTICAL AT 48"OC. 7.1 TO BE 6'-8" \ ,:__-,_, ABOVE STAIR NOSE -'.ST_- - DO NOT NAIL INTO END GRAIN.STAO. 72"OC STEM WALL 2 BOLTS TO EXTEND 14"INTO STEM PERIRJI IE.SA.D3 LI � 3/4"FLOORLLI WALL AND 3"INTO BASEPLATE NAILING MIN PER SILL PLATE PER SW SCHEDULE PLATETCONNECTION PLYWOOD '^ FOOTING WITH / \ II 3/4"FLOOR VI MWITH IN 3.5"AX 12"EACH STANDARD HOOK. 1X8 RISER y �II+ FLOOR JOISTS y(LEDGER,BLOCK, _ PLYWOOD PER SW SCHEDULE '_' IL SHEARWALLPER BASEPLATE Q co END.WASHER TO BE 2X12 STRINGERS(3) -I MECHANICAL SCHEDULE I, RAFTER OR TRUSS 6D TO EACH STUD PNAIUNG ER SW + II FFLOOR JOIST IU FLOOR JOIST I 3X3X 1/4"MIN. -I / _ - 1 CO li ^ CONNECTION - +, I' PER PLAN FLOOR TO STAIRS SCHEDULE _ _ C=�`" v`� MIN RUN 10' FLOOR JOIST RIM JOIST I.- MAX RISE 7 3/4' II PERIMETER NAILS FLOOR TO TOP LOWER WALL TOP UNBALANCED I 1/2"GWB UNDER STAIRS PER SW SCHEDULE U Z 1. BACKFILL MUST WALL FRAMING OR PLATE CONNECTION RIM JOIST/ PLATE OR MUDSILL ( / 2X DRAFT STOP BLOCKING SEE DETAIL(B2)FORSTRAP BEAM OR MUDSILL PER SW SCHEDULE Q -1 1 I ' NOT EXCEED 4 FT BETWEEN STUDSCONNECTION:IF APPLICABLE III PER PLAN III- -1:'. -. AND MUST NOT • 1-III-III ,•7: BE GREATER 2X4 STIFFENER TYPICAL PARALLEL OR TYPICAL CANTILEVER J d III-II I=1. ' ' SLOPETHAN TYPICAL PERPENDICULAR LOWER BZ WITH SHEAR TRANSFER TYPICAL SECOND I=I= I B4 TYPICAL STAIR SECTION B3 O 61 FLOOR JOIST SECTION 62 I.- III-I_=1 II- ROOF TO WALL CONNECTION W (� I-I I=III i; STEM WALL TO W HAVE MIN 1#4 AT Q , III11 1-1 '`,. TOP AND BOTTOM 1-III-III ":+' SOLID OR IJOIST 1/2"ANCHOR BOLTS AT 72'OC 4 w 3/4"SUBFLOOR NAILED WITH 8D ATE' 1/2"ANCHOR BOLTS AT 72"OCO = III-III-I::° -G, BLOCKING PER PLAN WITH 7'MIN INTO STEM WALL. BASEPLATE NAIUNG 1/2"ANCHOR BOLTS AT 72"OC OC AT EDGES AND 12"OC AT FIELD 2 BOLTS MIN PER SILL PLATEWITH 7"MIN INTO STEM WALL PER SW SCHEDULE 1/1911-17"MIN INTO STEM WALL �y -III-III . __ _ 4"CONCRETE SLAB 2 BOLTS MIN PER SILL PLATE LL `"r.,... I FLOOR JOIST WITH A MAX 12"AND MIN 3.5" #4 VERTICAL AT 2 BOLTS MIN PER SILL PLATE CO 0- 1-111—III ]`"\ FROM EACH END.WASHER TO WITH A MAX 12"AND MIN 3.5" 48"OC.EXTEND FLOOR TO TOP WITH A MAX 12"AND MIN 3.5" 1.- -III-III '" � II PER PLAN BE 3X3X 1/4"MIN. #4 VERTICAL AT 48" FROM EACH END.WASHER TO 14"INTO STEM PLATE CONNECTION FROM EACH END.WASHER TO III-1 I-1' (, III=' BEAM PER PLAN 111.11 5/4X4 CLEATS EACH SIDE OC.EXTEND 14" BE 3X3X 1/4"MIN. WALL AND 3"INTO PER SW SCHEDULE BE 3X3X 1/4"MIN. 1-III-III 1.' 1E111= !' INTO STEM WALL FOOTING WITH 4X4 POST , MIN 901b FELT OR STANDARD HOOK. 1.7-...... CO 1 1-111-I ;' 1II-111- i PRESSURE AND 3"INTO PRESSURE PRESSURE 1=111=111 'F 111=11 1=III= 6 MIL BLACK VAPOR PT POST TREATED FOOTING WITH TREATED TREATED r FLOOR JOIST Ln ti III. -III=1 .':>r1=111=III=III- BARRIER THROUGHOUT PROVIDEA23 POSITIVE MUDSILL TYPICA� STANDARD HOOK. MUDSILL NPICA� MUDSILL TYPICAL' ) O .--I 111-III III-III-111-III- CRAWL SPACE CONNECTION z�_ I� _ oI�' 4"CONCRETE SLAB �� #4 VERTICAL AT Lu 0 III-IIII I III-III III-III I -< ► 48"oQ.EXTEND N 12"MIN REQUIRED STEM WALL i E STEM WALL " L�Ar""•0 'A STEM WALLall- I- 14'INTO STEM ~ \ mI-III III-III-1II=III BETWEEN BEAM TO HAVE FIE!1 aTOHAVE0 wTO HAVE WALL AND 3"INTO Q QOW _ ` 111-111-111-11 AND GROUND.18 •- MIN 1#4 AT '� 111=1 MIN 1#4 AT -, § EMIL BLACK MIN 1#4 AT - `� FOOTING WITH NI 0 III ) ='. =THIS FOUNDATION MIN REQUIRED 1=111=111=11• _ _ _ c III=1 1 I=1 1 1 TOP AND „E711Li1,A = TOP AND �IIE IIC3Y ^a VAPOR BARRIER TOP ANDIll�a STANDARD HOOK. .--I 111 III=III WALL IS DESIGNED BETWEEN JOISTS I=I =1.11= =1 = - BOTTOM o L III= BOTTOM a R-10 RIGID BOTTOM o Mall--11 _ AND GROUND. - _ . 0,8" PER R404.1.4 WITH CONCRETE IIB ( 0 INSULATION WITH 4" 811 j'. TABLE 404.1.1 5 Los VERT AND 24" EMIL BLACK UJ 1'J" () PAD PER PLAN LbsJ to owl { jy +•-a• HORIZ OR 24"VERT. rs VAPOR BARRIER N 0FOUNDATION WALL 4'-6"TO 8'IN HEIGHT. 0TYPICAL CRAWL SPACE TYPICAL FOUNDATION TYPICAL FOUNDATION WITH TYPICAL FOUNDATION TO SHEET: 0 ,,.." A5 BEAM SECTION A3 AT GARAGE FLOOR O INSULATED SLAB FLOOR Al FLOOR JOIST SECTION