5915 GLENWOOD AVE 2018 Plans 2022-12-06

W � GENERALNOTES � � ROOFING MATERIAL TO BE � � 2X8 PT LEDGER AT WALL WITH 1/2 X 4" U � ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL MID ROOF"UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LB FELT CODE,2015 INTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE STAGGERED LAG BOLTS AT 18"OC INTO RIM PROVIDE LOWER ATTIC VENTILATION. 7/16"OSB ROOF I' � JOIST. LAG BOLTS SHALL BE 2" FROM TOP OR 4X4 SUPPORT POST SHEATHING.8D AT 6" � � ��q� ENERGY CODE. \ RIM JOIST �\ OC AT EDGES AND \ � U `+d BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER R-408.2 (WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SQ FT OF NET FREE � �� G/ SOLID TIGHT FITTING � 12"OC AT FIELD � � (�j � BLOCKING(NO VENTS) S� CROSS VENTILATION FOR EACH 300 SQ FT OF UNDERFLOOR AREA COVERED. SIDING �� H1 ROOF TO TOP � � � � � � PLATE CONNECTION r„ �• , R-408.4 UNDERFLOOR ACCESS: MINIMUM 18"X 24"CLEAR ACCESS THROUGH �� METAL FLASHING � DTT2 CONNECTOR � AT EACH TRUSS � _ � �, � FLOOR, MIN 16"X 24"THROUGH EXT WALL. � �� T � VENTED 2X � � �, (f� R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN o , a , - INSULATION PER ENERGY BLOCKING � � 12" FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. ,°° , ° � °°� �°° ,�° °°� � � INFORMATION PAGE INSULATION BAFFLE WITH 1" � / MIN AIR SPACE TO EXTEND . � � FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LUS28 RIM JOIST HEADER PER PLAN TO 12"VERTICALLY ABOVE � � � TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, � MSTC28 OR(2)HTT4 � ��'6�� INSULATION � SILICON BRONZE OR COPPER. EXCEPTION: 1/2 WCH DIAMETER OR GREATER STEEL � AT TWO LOCATIONS TO SHEATHING PER •� BOLTS. CONNECT FLOOR 2X8 DECK JOISTS � � SOLID BLOCKING NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST SW SCHEDULE 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 AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTFZUDING 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 D1 AND HEADER SECTION 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 �J FT PROPERTY LINE SETBACK R-807 ATTIC ACCESS REQUIRES 22"X 30" MIN CLEAR OPEN�NG 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 FLASHING 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 ALL SIDES ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE HEIGHT OF 24". \ PARALLEL OR TIGHT FIT SOLID PERPENDICULAR NAILING TO SOLID BLOCKING. � R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING � ROOF FRAMING 18"MAXIMUM ENCROACHMENT INTO SPAC�NG PER PERIMETER ROOM, IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPWG AREA AND ON EACH - - - - 5'SETBACK.THIS WIDTH INCLUDES NAILWG OF FLOOR DIAPHRAGM -c� - BASEPLATE NAILING r�l � TRIM, FINISHES, EAVES AND STORY. �� 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 SHOWER. R314 2X LEDGER, BLOCK, /� / 3/4" FLOOR PLYWOOD \ , SHEARWALL PER RqFTER OR TRUSS WITH -- ,; RIM JOIST � IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE (2) 16D TO EACH STUD FLOOR JOIST �j FLOOR JOIST � HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. -�'� PER PLAN PER PLAN � IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE FLOOR JOIST \PERIMETER NAILING � �\ � INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED PER SW SCHEDULE BATT INSULATION PER FLOOR TO TOP WALL FRAMING FLOOR TO TOP � BASEPLATE NAILING � COOKING APPLIANCE. ENERGY INFORMATION PAGE PER SW SCHEDULE PLATE CONNECTION PLATE CONNECTION LLI I j PER SW SCHEDULE PER SW SCHEDULE � PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PERPENDICULAR LOWER �H�� CANTILEVER INTRUDING INTO WALL FRAMING TYPICAL UPPER FLOOR � R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING C4 ROOF TO WALL COIVNECTION C3 5 FT PROPERTY LINE S�TBACK 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 REC2UIRED 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 BLOCKWG. BASEPLATE NAILING SPACING PER PERIMETER PER SW SCHEDULE GROUND. 18"MIN WALL FRAMING M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN \ NAILING OF FLOOR DIAPHRAGM WALL FRAMING WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR BATT INSULATION 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 � G� � , � 4"CONCRETE SLAB FLOOR INFORMATION PAGE R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE 4 IN WITH FLOOR JOIST � � � FLOOR JOIST PRESSURE TREATED � �j�(�� FLOOR JOIST 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN I � � PER PLAN SILL PLATE \ � RIM JOIST � � PER PLAN RIM JOIST o • � , a PRESSURE TREATED � � � � DESIGN CRITERIA PT POST OR 90LB PROVIDE A23 AND AC4 FLOOR TO TOP ;.°��•'s�--�-� - =_ SIL�PLATE � \ � FELT AT BOTTOM OR APPROVED -I I I-I I1=1I1=' =1 FLOOR TO TOP � B A T T I N S U L A T I O N =m=T T� � ' P L A T E C O N N E C T I O N ,�r_r r�T i l= i 1 1=1 1 1=1 1 1=11 1-I I I� r�I T i-' ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 POSITIVE CONNECTION II-III-II • —111=111=111=11 � • =111-!11=111=1TI-II =111=111=111=11 ' PLATE CONNECTION FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 6 MIL BLACK PER ENERGY =111-IT- PER SW SCHEDULE �111=111=111=111- '• � 111-111=111=111=111� -111=111=1TI-ITI-• CONCRETE II�IHI = �IIHT-1T-111-L � =11H11-111-111-111 III-fIHll-111-1_I '��f� �� PER SW SCHEDULE � DECK LIVE LOAD 60-DECK DEAD LOAD 10 VAPOR BARRIER INFORMATION PAGE =111=111= �� • 11-111=111-III-111- " ' 111=111=111-�11=111=� II-III-111=111-III- • �� � � � FOOTING II III-11 '�° � III-111 111=111 II III III III 111=111= III 111=111_III II � � �I I I� I I I I I I 111= � I I I I I I I I I 111= �� "I I I I I I I I I I I I 111=1 i I I I I I I I I I I I I- •� •:� � ��"` PER PLAN I I I I I i-I I I I I I I I �� I I1=1I 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 I1=1I WIND SPEED BASIC/ULTIMATE 85/110 �J � III_III III - � III_III III- ` • . � 11=111 III 111=' tll_III-III - • � SEISMICCAT. D , — - III III-III_I ` �o�� 111=111_III-I �� -III-III III-I �II III-III_I . . �� - '-��-11L=111=111=111=i IIIIII��III��I�-'�� -��-�_=__-rrr=m- =111��IIIIII��Ii=��-��-i�� 111��III��IIIII IIIIIIIIIIIIIIII�-��-��i-� _- r=m=rn II�-ii i i �^ I I�I I I 1 I 1=1 I I I I I-I I 1=1 I I I I 1=1 I I I I I�I 1=1 I I I I 1=1 I I_ ��i=1 I I-��I-I I I-I I I-I I t I I I-I I!-1 I 1=1� =i�=1 I 1-1 I I;I I I-I I I-1 I 1=1 I�=1 I 1=1 '��=I I-I I-1 I I I I I-I I I-1 I 1=1 I I-1 I I-I � I I I I I �I I I I I 1=1 I I I I I-I IT=1 I I I I I-1 I I I I I-I I I-1 I f "-��-�I I� - '-'_+� -1 I I - "- -1 I I (� i ii - -ii n=ii iii iii-in ii=iii-ii� e � CRAWL SPACE BEAM FOUNDATION AT FOUNDATION AT � �°9 B4 SUPPORT SECTION B3 CANTILEVER LOWER FLOOR B2 GARAGE SLAB FLOOR B� FRAMED FLOOR JOIST � � � � i ■ THE GREATEST RISER HE�GHT WITHIN ANY MSTC66 @ CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE 51/2"X 10"WITH 3 X 3 MINIMUM COMPRESSIVE a ■ � FLIGHT OF STAIRS SHALL NOT EXCEED THE OF RIM JST AND � UPSTATE ENGINEERING X 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE � � SMALLEST BY MORE THAN 3/8" � NO LESS THAN 4 1!2"AND NO MORE THAN 12" FROM EACH SHRLL BE NOT LESS THAN LLI / FILL ALL HOLES w/16d � PO BOX 952 MIN HEAD CLEARANCE \� LYNNWOOD,WA 98046 END.7" MIN EMB�DMENT EXCEPT AS REQUIRED BY SW 2500 PSI � � HANDRAIL 34-38" / '� FLOOR 206-280-4715 SCHEDULE. � TO BE 6'-8" � FRAMING STRUCTURAL REVIEW � 2x TREATED PLATE � ABOVE STAIR NOSE � � THIS DRAWING HAS BEEN 8"CONCRETE FOUNDATION � STAIR TREAD IF STRAP OVERLAP IS REQ'D,(10)-16d REVIEWED FOR STRUCTURAL �� HORIZONTAL:(1��#4 BAR WITHIN � � PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH DOUBLE STUDS REQUIREMENTS ONLY PER THE WALL MAX HEIGHT 96"WITH @ EACH STRAP ATTACHED LETTER/CALCULATIONS MAX UNBALANCED BACKFILL � 12"OF TOP OF WALL R403.1.3.1 STRAPS. RELOCATE MSTC ABOVE PROVIDED BY THIS OFFICE. NOT TO EXCEED 48" 6"MIN ° °;G 1X8 RISER �� _y FLOOR JOISTS EDGE NAIL SHTG CENTERLINE!F REQ'D. 2X12 STRINGERS 3 \\� � \` UNO REVIEWED BY: �tr�9 - #4 VERTICAL @ 48"ON CENTER PER DATE: ' \ O MECNANICAL DATE:IZ�Z6/18 6"WALL MAY BE USED WITH 1=111=111=111 0. JOB#1��2 T�III-TIT ITf- �SECTION R403.1.3.1 MIN 14" INTO STEM CONNECTION MAX HEIGHT 54" i�11=111=111-1II ��- �. �,i WALL AND STANDARD HOOK PER 12/26/2018 MIN RUN 10" � FLOOR TO STAIRS I-I_`_-.111-111_ III-III-I -"'=i+i ;II' : SECTION R608.5.4.5 MAX RISE 7 3!4" '� PONY WALL CONSTRUCTION: HOLDOWN (1)#4 REBAR REQUIRED AT 111=111=111=1'I1= "=1II,-1I1=1II '.�• ' II-III-III-II ° la " MIN 17 X 6 CONCRETE EH� JOB: FOOTING WITH MIN 3"FROM IT-11=_ � 1/2"GWB UNDER STAIRS PER PLAN BOTTOM OF FOOTING R403.1.3.1 111=111-III_� .�� ,. ' ��''-�FOOTING MIN 12"BELOW 2x6 MATCH ABOVE @ 16"o/c 2X DRAFT STOP BLOCKING SHEARWALL SPECIFICATIONS " II-III-11_,___'_-'- - _ BETWEEN STUDS FROM SHEARWALL ABOVE � _ -111-111-111,-111=111�11=111=11 GRADE ��(p ALL STEEL#4 AND SMALLER TO BE GRADE 40 T ��-I-T- �� ALL FOOTWGS TO 8E PLACED 2268 3/4"-1 1/4"NOSING �2X4 STIFFENER . � , ALL STEEL#5 AND GREATER TO BE GRADE 60 ON BEARING SOIL A4 TYPICAL STAIR SECTION A3 PONY WALL WITH SW / HOLDOWN � A1 TYPICAL CONCRETE FOUNDATION ( 8 OR 6 INCH ) SHEET: �