4805 BAYVIEW LN 2018 Plans 2022-12-01

� � GENERALNOTES � � ROOFING MATERIAL TO BE o wa 2X$PT LEDGER AT WALL WITH 1/2 X 4° MID ROOF"UNDER SHINGLE"VENTWG TO COMPOSITION OVER 30LB FELT (� � 6� ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL 7/16" OSB ROOF STAGGERED LAG BOLTS AT 18"OC INTO RIM PROVIDE LOWER ATTIC VENTILATION. CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST SHEATHING.8D AT 6" � 0 p� ENERGY CODE. JOIST. LAG BOLTS SHALL BE 2" FROM TOP OR BOTTOM AND 2"TO 5" FROM ENDS OF LEDGER RIM JOIST OC AT EDGES AND � V w� � �J �� SOLID TIGHT FITTING � 12"OC AT FIELD � t� � R-408.2 (WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SQ FT OF NET FREE SIDWG �� BLOCKING(NO VENTS) � Sa CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. H1 ROOF TO TOP �, � PLATE CONNECTION � � � � „� � R-408.4 UNDERFLOOR ACCESS: MINIMUM 18"X 24"CLEAR ACCESS THROUGH � METAL FLASHING DTT2 CONNECTOR y , FLOOR, MIN 16"X 24"THROUGH EXT WALL. �� AT EACH TRUSS � .a � �:��i - T- VENTED 2X � � � (/� R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN , o , o , , o � , � � , INSULATION PER ENERGY BLOCKING � 12° FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. o°° ° °° ° ° a°° a°�° °°� INFORMATION PAGE INSULATION BAFFLE WITH 1" � � � / MW AIR SPACE TO EXTEND . � � FASTENERS WTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LUS28 RIM JOIST HEADER PER PLAN TO 12 VERTICALLYABOVE y� � � TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, -��`` MSTC28 OR(2)HTT4 � �-1'-6" ,� INSULATION R STEEL SHEATHING PER � � SILICON BRONZE OR COPPER. EXCEPTION: 1/2 WCH DIAMETER OR GREATE AT TWO LOCATIONS TO 2X8 DECK JOISTS 5W SCHEDULE � �y BOLTS. CONNECT FLOOR SOLID BLOCKING NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST v,� 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 � ATTIC AREA.OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING TYPICAL ROOF TO WALL AND GAB�E END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTO 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 �� AND HEADER SECTION 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY ACCESSIBLE AREA.30"MIN HEADROOM, INSULATE AND WEATHERSTRIP ROOF TO WALL 1'-6" 1 HOUR FIRE PROTECTION R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER PROVIDED BY 5/8"GWB AT BATT INSULATION PER BATT INSULATION PER ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER FLASHING ALL SIDES ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE HEIGHT OF 24". � PARALLEL OR TIGHT FIT SOLID \I PERPENDICULAR NAILING TO SOLID BLOCKING. R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING ROOF FRAMING 18"MAXIMUM ENCROACHMENT INTO SPACING PER PERIMETER ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH \� � - - - - - 5'SETBACK.THIS WIDTH WCLUDES NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING STORY. J� �, �� TRIM, FINISHES, EAVES AND BASEPLATE NAILING �� OVERHANGS. 1 HOUR MINIMUM FIRE PER SW SCHEDULE SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE � \- RESISTIVE CONSTRUCTION. FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR \ `�'� RIM JOIST \ 3/4"FLOOR PLYWOOD 3/4"FLOOR PLYWOOD � SHOWER. R314 2X LEDGER, BLOCK, / .� \ ' . SHEARWALL PER RIM JOIST RAFTER OR TRUSS WITH '� FLOOR JOIST � FLOOR JOIST 0 IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE � (2) 16D TO EACH STUD PER PLAN , PER PLAN � � HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE � � � IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE FLOOR JOIST \ PERIMETER NAILWG � � �/ PER SW SCHEDULE BATT INSULATION PER FLOOR TO TOP WALL FRAMING \ FLOOR TO TOP � INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED BASEPLATE NAILING PLATE CONNECTION PLATE CONNECTION W COOKING APPLIANCE. ENERGY INFORMATION PAGE PER SW SCHEDULE PER SW SCHEDULE PER SW SCHEDULE � PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR I WALL�MING W HORIZONTALLYFROMAPERMANENTLYINSTALLEDCOOKINGAPPLIANCE. PERPENDICULAR LOWER 18" CANTILEVER INTRUDING INTO TYPICAL UPPER FLOOR R315.1 CARBON MONOXIDE ALARMS SHA�L BE INSTALLED OUTSIDE EACH SLEEPING �J ROOF TO WALL CONNECTION C3 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR C1 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 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 SERVWG THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER ENERGY � BATT INSULATION �� SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT INFORMATION PAGE � 3/4" FLOOR PLYWOOD PER ENERGY \ � � 3!4" FLOOR PLYWOOD DAMPER. SOLID BLOCKING OVER BEAM � � 4"CONCRETE SLAB FLOOR INFORMATION PAGE FLOOR JOIST PRESSURE TREATED FLOOR JOIST R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. MIN SIZE 4 IN WITH FLOOR JOIST I r)�)(�(� � PER PLAN SILL PLATE RIM JOIST , PER PLAN 1/2 IN STROKE AND CONTRASTING BAGKGROUND AND VISIBLE FROM STREET. PER PLAN U �� �. lJ RIM JO�ST " i;, � �' ' . d , PRESSURE TREATED / � DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 I� ' ' SILL PLATE �� FLOOR TO TOP • I11=11i I II-� -1 FELT AT BOTTOM OR APPROVED f - FLOOR TO TOP N UPSTATE ENGINEERING BATT INSULATION �- ' I� .. PLATE CONNECTION �I�' I II_I li Ili II"-III- � ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 POSITIVE CONNECTION 11=111=1I • I II I I!-11i I I > I11=1II I li_I11=1I I11=1II-I II_I I ' PLATE CONNECTION LL PO BOX 952 6 MIL BLACK PER ENERGY -II!-1I!- PER SW SCHEDULE �II_I11=11i_I11- '` I11=1II_III_III-III- -1II-111=1II_III-• FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 II-I11=1I - �I11=111=111=111=1I ,. ' =111=1�1=111=11i-111 III-I11=1II-I11=1I " � PER SW SCHEDULE � DECK LIVE LOAD 60-DECK DEAD LOAD 10 LYNNWOOD,WA 98046 VAPOR BARRIER CONCRETE INFORMATION PAGE -111-111= � 411-111-111=1t1=111- ' 111=11t=111-111=111- 11=1TI=1TI-III-I_I1= - ". ` �� FOOTI NG I I I I H I '• I I I I I I I I 1=1 I I I I , I I I-i I I I I I-1 I I-I I I" �I I I I I I-1 I I I I I I i s • 206-280-4715 \ � � I I I=I I I� I I I-I I I . ' I I I_I I I I I I I I i- I I I I I I I I I I t 1=1 I 1=� I I I_I I I I I I I I 1= �' �.� " `=c�` PER PLAN III-III III III-1I � ,� III_III II1=1II „II III-III III ITI-III- III ItI-1II III-II - � WIND SPEED BASIC/ULTIMATE 85/110 STRUCTURAL REVIEW � � � �111=111 III_ . • , =111 Ili-III � . � II-III 111-111=' ItHll III-� � � � � k l I i_I I I I I I I - �' ' � �� I I I I I I I I_I �� ; I I I I I I I I I-I' t I I I I!=1 I I I . :� ��o : S E I S M I C C A T. D T H I S D R A W I N G H A S B E E N .�.-.-.- �' ' •v :. �` -�--.--- � �111=111 TI11= �. �:, � III II III- • �. ° II III III II' 111=111 111= � • �• I I I-1 I I-1 I�-�-��-___��=1 I 1=1 I I-1 I I-i I I- �I I I-I =1��-��-��-��-��-�=rr �I I I-I I 1-1��-�-��-�-�-1 I I-1 I I-1 I I -�I T I=1 I 1=1��-��-�-�-� �-r r-r r r=�n r � � REVIEWED FOFi STRUCTURAL cii�-III_III. ,I1i-111-111=11i-11-111-I _______, , i � ��-I�— �-I- I!-III 111=,� III�iiIII��I�J��IIIIIII I I_I I 1=1 I 1=1 I I I I I-I I I_I I I-I I I-I I� I I� I I I I I i=1 I I-I I I_ � �1 i�=I I I I I I-I I I-I I I-I I I-I I 1=1 I I_I I 1=1 M REQUIREMENTS ONLY PER THE I��II�_I11=111 II�111=111-111=111 III-III-III-111=111=111- _ =1 i_IIC �_-��-�11_II ATTACH ED LETTERlCALCULATIONS -1=i I 1=i I i=l I i=i i�=i i I-I i i-i i i=i i i=iTi-I I I-I I I=1Ti=i i I-i i " PRovioE�BYTHisoFFicE. CRAWL SPACE BEAM FOUNDATION AT FOUNDATION AT Z � � REVIEWED BY: aw�� B4 SUPPORT SECTION B3 CANTILEVER LOWER FL�OOR B2 GARAGE SLAB FLOOR g� FRAMED FLOOR JOIST � J DATE: SiZ�i18 JOB# og38 �. � . . � • � THE GREATEST RISER HEIGHT WITHIN ANY MSTC66 @ CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE 51l2"X 10"WITH 3 X 3 MINIMUM COMPRESSIVE W f 1 FLIGHT OF STAIRS SHALL NOT EXCEED THE X 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE `� SMALLEST BY MORE THAN 3/8" OF RIM JST AND \ � NO LESS THAN 4 1/2"AND NO MORE THAN 12"FROM EACH SHALL BE NOT LESS THAN W FILLALL HOLESw/16d \ BEARING WALL Q / END.7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI � � HANDRAIL 34-38" / MIN HEAD CLEARANCE � FLOOR SCHEDULE. \ o 0 TO BE 6'-8" FRAMING MECHANICAL � � ABOVE STAIR NOSE FASTENER 2x TREATED PLATE / 8"CONCRETE FOUNDATION \� �W STAIR TREAD IF STRAP OVERLAP IS REQ'D,(10)-16d (2)#4 HORIZONTAL WALL MAX HEIGHT 96"WITH HORIZONTAL: (1)#4 BAR WITHIN W a / DOUBLE STUDS PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH REINFORCING ROD MAX UNBALANCED BACKFILL �" 12"OF TOP OF WALL R403.1.3.1 STRAPS. RELOCATE MSTC ABOVE @ EACH STRAP CONCRETE SLAB � �% 1X8 RISER \j FLOOR JOISTS EDGE NAIL SHTG NOT TO EXCEED 48" 6"MW . \ � CENTERLINE IF REQ'D. UNO �� ;�°,�� DATE: �� -T�� rrr ° #4 VERTICAL @ 48°ON CENTER PER 2X12 STRINGERS(3) i� � �� ' • 6"WALL MAY BE USED WITH F I I II-I I1=1I� - SECTION R403.1.3.1 MIN 14" INTO STEM MECHANICAL i 1-i lui -i. i i I L J VAPOR BARRIER MAX HEIGHT 54" i I I I I II I I I-I I I III-111-111=1 III Ill- -Ill��illl 111=111 ��• .' WALL AND STANDARD HOOK PER corvrvECTioN ` �-�iii�ii-� �F=III��-��.-ii�=i�=� �� 8/22/2018 FLOOR TO STAIRS 4° GRAVEL --"'- ��` �IIIIIIIIII��111�-�IIII SECTION R608.5.4.5 MIN RUN 10" HOLDOWN (1)#4 REBAR REQUIRED AT �-"'-111=111=111° �• MAX RISE 7 3/4" � PONY WALL CONSTRUCTION: � 18 X 8 CONTINUOUS THICKENED FOOTING WITH MIN 3"FROM III-II=''-":- ; , MIN 17 X 6 CONCRETE 1/2°GWB UNDER STAIRS PER PLAN 11=111=111-II EHD JOB: 2x6 MATCH ABOVE @ 16"o/c SLAB UNDER BEARING WALL BOTTOM OF FOOTING R403.1.3.1 111=111=111= • � `° ' . �---FOOTING MIN 12"BELOW �= 1Tf ii__ . 2X DRAFT STOP BLOCKING SHEARWALL SPECIFICATIONS �llL_III-1_II�1T-111-111 1_�l_TI-11 GRADE FROM SHEARWALL ABOVE -'=i i�- I-1I I • BETWEEN STUDS ;�,a. ALL STEEL#4 AND SMALLER TO BE GRADE 40 ALL FOOTINGS TO BE PLACED 2223 3/4"-1 1/4"NOSING 2X4 STIFFENER : �' ALL STEEL#5 AND GREATER TO BE GRADE 60 ON BEARING SOIL ,�4 TYPICAL STAIR SECTION A3 PONY WALL WITH SW / HOLDOWN ,0,2 CONCRETE THICKENED SLAB FOOTING A1 TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) SHEET: O O C� �� ;=r ��/1�� t�F� �'��"��1�' �