628 90TH ST SW 2019 Plans 2022-12-06

W V GENERAL NOTES ROOFING MATERIAL TO BE ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL 2X8 PT LEDGER AT WALL WITH 1/2 X 4" MID ROOF"UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LB FELT V STAGGERED LAG BOLTS AT 18"OC INTO RIM PROVIDE LOWER ATTIC VENTILATION. EX 7/16"OSB ROOF W CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE4X4 SUPPORT POST SHEATHING.8D AT 6" \ 0 '^ ENERGY CODE. • JOIST. LAG BOLTS SHALL BE Z' FROM TOP OR (+, RIM JOIST OC AT EDGES AND BOTTOM AND 2"TO 5" FROM ENDS OF LEDGER R-408.2 (WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SQ FT OF NET FREE \� / SOLID TIGHT FITTING 12"OC AT FIELD Z SIDING BLOCKING(NO VENTS) ' INSULATION H1 ROOF TO TOP PER ENERGY CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. �' " PLATE CONNECTION \ ''" INFORMATION ® '� R-408A UNDERFLOOR ACCESS: MINIMUM 18"X 24"CLEAR ACCESS THROUGH G METAL FLASHING DTT2 CONNECTOR 411 I M ll MEM AT EACH TRUSSF6 0.. Iftftil PAU:/ _ m VENTED 2X _e I I 0 � -. v♦ R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN ° ° ` �� _ r-, { INSULATION PER ENERGY BLOCKING � ,o° ° 101' oo° ° ° °o° ,.,- INSULATION BAFFLE WITH 1" 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. ° ° ° ° ° ° °'\° ° \/ INFORMATION PAGE II / MIN AIR SPACE TO EXTENDIQ FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LUS28 `NEW RIM JOIST 1 6„ HEADER PER PLAN 0 ULATION VERTICALLY ABOVE CZ TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, MSTC28 OR(2)HTT4 / SHEATHING PERmmall ® SILICON BRONZE OR COPPER. EXCEPTION: 1/2 INCH DIAMETER OR GREATER STEEL AT TWO LOCATIONS TO SW SCHEDULE 2X8 DECK JOISTS �yy BOLTS. CONNECT FLOOR SOLID BLOCKING NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 16"OC R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF Ca • ATTIC AREA.OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTO TYPICAL ROOF TO WALL LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN D4 DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT D2 5 FT PROPERTY LINE SETBACK D1 AND HEADER SECTIONZ . . 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY (ID . . '. ,• ACCESSIBLE AREA.30"MIN HEADROOM, INSULATE AND WEATHERSTRIP ROOF TO WALL - 1'-6" 1 HOUR FIRE PROTECTION 8D NAILS AT 6"OC PERIMETER ii PROVIDED BY 5/8"GWB AT BATT INSULATION PER BATT INSULATION PER R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" FLASHING ALL SIDES ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER UIII) • HEIGHT OF 24". PARALLEL OR IIL "TIGHT FIT SOLID PERPENDICULAR NAILING TO SOLID BLOCKING. 11.1 R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING \ ROOF FRAMING 18MAXIMUM ENCROACHMENT INTO SPACING PER PERIMETER ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH \ - li 5'SETBACK.THIS WIDTH INCLUDES NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING • STORY. 1 .1 TRIM, FINISHES, EAVES AND i PER SW SCHEDULE0BASEPLATE NAILING �\ � kwireat � OVERHANGS. 1 HOUR MINIMUM FIRE °� PER SW SCHEDULE ! RESISTIVE CONSTRUCTION. ; ....• 3/4" FLOOR PLYWOOD SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY RIM JOIST 3/4" FLOOR PLYWOOD \\,m4 FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR MEN SHOWER. R314 2X LEDGER, BLOCK, L RIM JOIST P� SHEARWALL PER RAFTER OR TRUSS WITH iW1). )n %c �� FLOOR JOIST SCHEDULE FLOOR JOISTIONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT (2)16D TO EACH STUD I / PER PLAN II PER PLAN HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 4,71til E . ►� l � 1 P.-7....:::-'0_, PmInli • IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE FLOOR JOIST ' PERIMETER NAILING *man. LL WALL FRAMING FLOOR TO TOP 0 INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED PER SW SCHEDULE BATT INSULATION PER BASEPLATE NAILING FLOOR TO TOP \ COOKING APPLIANCE. ENERGY INFORMATION PAGE PER SW SCHEDULE ,> PLATE CONNECTIONPLATE CONNECTION • / PER SW SCHEDULE PER SW SCHEDULEE i PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR WALL FRAMING LLI HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERPENDICULAR LOWER �8" CANTILEVER INTRUDING INTO TYPICAL UPPER FLOOR R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING 0 ROOF TO WALL CONNECTION C3 5 FT PROPERTY LINE SETBACK 0 CANTILEVER UPPER FLOOR 10 JOIST SECTION AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF EITHER VERTICAL EDGE OF DOOR AND 12"MIN REQUIRED 3/4"SUBFLOOR NAILED WITH 8D AT 6" BASEPLATE NAILING GLAZING IS LESS THAN 60"ABOVE FLOOR. BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD PER SW SCHEDULE NAILING TO SOLID BLOCKING. BASEPLATE NAILING GROUND. 18"MIN SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE Lii M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN BATT INSULATION \ NAILING OF FLOOR DIAPHRAGM \ \ WALL FRAMING WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER ENERGY BATT INSULATION \ I • SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT / 3/4" FLOOR PLYWOOD PER ENERGY 3/4" FLOOR PLYWOOD DAMPER. SOLID BLOCKING OVER BEAM INFORMATION PAGE x 4"CONCRETE SLAB FLOOR \� INFORMATION PAGE �n - 1' \ \ /� ft I FLOOR JOIST PRESSURE TREATED FLOOR JOIST R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. MIN SIZE 4 IN WITH FLOOR JOIST I I r, „„^\ \ J PER PLAN SILL PLATE RIM JOIST �I, PER PLAN 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN _ V V\ c N i\ RIM JOIST ,. °'\ PRESSURE TREATED CO W DESIGN CRITERIA PT POST OR 90LB XPROVIDE A23 AND AC4 = -I = -IIINIEW ' FELT AT BOTTOM OR APPROVED _ _ 1!11111 II Il Il III -1 SILL PLATE _ ° FLOOR TO TOP W FLOOR TO TOP �T(` PLATE CONNECTION ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 k-‹ POSITIVE CONNECTION BATT INSULATION 1!_111-11 I• PERE SCHEDULE -1111_,_ III 1 '' ' 1111�111111111111111I11111111 IIIIIII�IIII11II1111111 . ` PLATE CONNECTION W FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 UPSTATE ENGINEERING 6 MIL BLACK \ PER ENERGY 11 III- 111-111-111-111-11 , • -111=111 111=111=111 III 111-111 III-1_1 ' I, . PER SW SCHEDULE ® n/ VAPOR BARRIER -11=11 = LL PO BOX 952 CONCRETE INFORMATION PAGE =I11=111= =111=III=111=111= 11=111-111=111=111= =111=1TI 111=III DECK LIVE LOAD 60 DECK DEAD LOAD 10 \ 11-111-11 °% • 111=111=111=1_11=11 =111=111-111=111-111 111=111=111 111-11 LYNNWOOD,WA 98046 FOOTING 111111=111=11 F 111=11!=111-1I I- •'111=111=111=111=111=1 111=111=111=111- Z 206-280-4715 PER PLAN III 111=111 111-1 I, ,I ' 111 1111!1 111=11 111-111-111=111 111- l l I 111=1,1 IT I I - �/ N -III 111 111 1 III 111-111= 111 111 111 WIND SPEED 85 SEISMIC CAT. D ° _ � -I I 1-III III - - • III III-III I °- -III III-I I 1=1 III I I 1=1 I I I ° • °,° III 111111 ° -111 11/1111111 ' 11 III II111' III III STRUCTURAL REVIEW J IIIEHI 1 111 °, : n _ I� =111 nl 111 111=111 1� n Ll.l THIS DRAWING HAS BEEN III—III-11� iu—iii—in ui_I_Ii 11/11/111 III— '- 111 III—lii—iii—ii iii iii=ii—iii =III_ _I�!-111 111 SII) III VIII=IIII�II r REVIEWED FOR STRUCTURAL I\IIHI! III-1 1= !-111=111— U11==111=111-41=111E111=111=1- ��L 111=4110111111=111=111=111E1= = ,f1=111- 111=111=111E-111=111=111—=11=111=111_=111—L-111=111=111_ -- "' 11j= —III =11b REQUIREMENTS ONLY PER THE , 111=111-111 11 111-111—III-111111—III-111=111=1111�1I ATTACHED LETTER/CALCULATIONS PROVIDED BY THIS OFFICE. CRAWL SPACE BEAM FOUNDATION AT FOUNDATION AT REVIEWED BY: am B4 CD1CANTILEVER LOWER FLOOR B2 GARAGE SLAB FLOOR B1 FRAMED FLOOR JOIST I J9 \\ SUPPORT SECTION O DATE: 5/30/19 JOB# 01-1-9 THE GREATEST RISER HEIGHT WITHIN ANY • MSTC66 @CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE 5/8"X 10"WITH 3 X 3 X MINSTRI UM COMPRESSIVE C OF CONCRETE r FLIGHT OF STAIRS SHALL NOT EXCEED THE 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. NO W U SMALLEST BY MORE THAN 3/8" OF RIM JST AND FILL ALL HOLES w/16d LESS THAN 4 1/2"AND NO MORE THAN 12"FROM EACH END. SHALL BE NOT LESS THAN11 '=� BEARING WALL 7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 3000 PSI MIN HEAD CLEARANCE SCHEDULE. HANDRAIL 34-38" / TO BE 6'-8" C ' FRAMING 2x TREATED PLATE _ . / II ABOVE STAIR NOSE � MECHANICAL 8"CONCRETE FOUNDATION \�FASTENER HORIZONTAL: 1 #4 BAR WITHIN CO Cl. \ STAIR TREAD IF STRAP OVERLAP IS REQ'D,(10)-16d ►—� _1 WALL MAX HEIGHT 96"WITH ( ) DOUBLE STUDS 12"OF TOP OF WALL R403.1.3.1 PER R 311.5.3 NAILS MIN SHALL GO THROUGH BOTH @EACH STRAP (2)#4 HORIZONTAL MAX UNBALANCED BACKFILL STRAPS. RELOCATE MSTC ABOVE REINFORCING ROD NOT TO EXCEED 48" 6"MIN 1X8 RISER - A FLOOR JOISTS EDGE NAIL SHTG CONCRETE SLAB CENTERLINE IF REQ'D. DATE: UNO \ _ r= #4 VERTICAL @ 48"ON CENTER PER °_ 6"WALL MAYBE USED WITH i- I-! I1=1I I SECTION R403.1.3.1 MIN 14" INTO STEM 2X12 STRINGERS(3) �� MAX HEIGHT 54" 111.11111111111111 ° • • °" °•• '�° WALL AND STANDARD HOOK PER ...I, MECHANICAL �= -III;III- $/19/20 1 9 I CONNECTION '1-in-111u� iiil=il VAPOR BARRIER 111 SECTION R608.5.4.5 I I I=I I!=1 11=1 7:111-111.= FII=1 I I-I 11= _ FLOOR TO STAIRS II=1_11=III (1)#4 REBAR REQUIRED AT E1111:111111:11111:17, MIN RUN 17" 1/2"GWB UNDER STAIRS PONY WALL CONSTRUCTION: HOEDOWN 4" GRAVEL BOFOTTOM OFG FOOT NG R403.1.3.1 ' MAX RISE 7 3/4" I PER PLAN 11 - . MIN 17 X 6 CONCRETE 2x6 MATCH ABOVE @ 16"o/c 16 X 8 CONTINUOUS THICKENEDFOOTING MIN 12"BELOW EHD JOB: • — -,� �� SHEARWALL SPECIFICATIONS _� SLAB UNDER BEARING WALL — =III-III-III_III-III-III=III=11 GRADE 2X DRAFT STOP BLOCKING "_ II=111, BETWEEN STUDS FROM SHEARWALL ABOVE ALL FOOTINGS TO BE PLACED I�°" ALL STEEL TO BE GRADE 60 2345 3/4"-1 1/4"NOSING 2X4 STIFFENER . ON BEARING SOIL CONCRETE THICKENED . Al TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) SHEET: A4 TYPICAL STAIR SECTION A3 PONY WALL WITH SW / HOEDOWN O SLAB FOOTING CITY OF EVERETT 9 REVIEWED FOR PERMIT