9220 18TH AVE W 2007 Plans 2022-12-02

, _ _ _ __ GENERAL NOTES BOLTS TO BE A MIN OF 2" � FROM EACH EdGE w ALL CONSTRUCTION SHALL COMPLY WITH THE � W U 2003 INTERNATIONAL RESIDENTIAL CODE, 2003 0 0 � � INTERNATIONAL BUILDING CODE,AND THF 2003 °� ' J z � WASHINGTON STATE ENERGY CODE 2X8 LEDGER AT WALL WITH 1/4 X � � W 3 1/2"STAGGERED LAG BOLTS m � (� w_�� ..e..�..v.,. ��.�_��..�._.... R-408.2 UNDERFLOOR VENTILATION REQUIRES 1 AT 16"OC INTO RIM JOIST °`"`�"""""`""' """"" '"�'�""" SQ FT OF NET FREE CROSS VENTILATION FOR SIDING �; t�1- t � :15soCtATCs,P5��W� � EACH 150 SQ FT OF UNDERFLOOR AREA COVERED. s H.i�! 2 i''}'! !,t1:E I S.�V. � � � ��METAL FLASHING t E��f'�Ni , ' . � .�±:�C� R-408.3 UNDERFLOOR ACCESS AND CLEARANCES: �J /� `� MINIMUM 18"X 24"CLEAR ACCESS. 12" MIN. WALL FRAMING //� REQUIRED BETWEEN BEAMS AND GROUND. 18° AND SHEATHING � S:� :,I�I;I .'� Er�, '�t/ T}tt5 UR.A ' :; 1:A ';'.�FOR MW REQUIRED BETWEEN JOIST AND GROUND. PER PLAN sTRt;c'1'�:':>..::i.iti.��,.:�;�:: , '� �= '.; �'?`r:RT�ie 1.�_l.a..:.... ......a r:;�.�:.t,.;.;c:,��.t��.a,�no?�5. R-806.2 ATTIC VENTILATION REQUIRES 1 SQ FT OF E NET FREE CROSS VENTILATION FOR EACH 150 SQ y� . . 1�t ��J__.._._.__._� FT OF ATTIC AREA. Y\� �!�B�f:_ ��_` �.E MOISTURE BARRIER �.-_1-�-��' " C�� R-807 ATTIC ACCESS REQUIRES 22"X 30" MIN BEHIND �EDGER vu�p�r rao'r��ry��i :�,F r� N O M CLEAR OPENING IN A READILY ACCESSIBLE AREA. j I � 30" MIN HEADROOM, INSULATE AND 2X6 RAIL= M i � WEATHERSTRIP � � R-310 EGRESS OPENINGS SHALL HAVE A SILL SEE LEDGER 2X2 V�/OOD N � ^ HEIGHT OF NOT MORE THAN 44"ABOVE THE DETAILS PICKE7S AT 5"OC �`' � FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN ABOVE ROOFING MATERIAL TO BE � WIDTH OF 20"AND A NtIN HEIGHT OF 24". 7l16"OSB ROOF COMPOSITION OVER 30LB FELT W � 5/4X4 WOOD DECKING WITH SHEATHING. 8D AT 6" R-313 INTERCONNECTED SMOKE ALARMS SHA!L {2)8D AT EACH JOIST � I � � OC AT EDGES AND � � �� BE INSTALLED IN EACH SLEEPWG ROOM AND IN ' : 12"OC AT FIELD ��..� THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING 2X8 PT JOIST 2X BLKS \\3 � O AREA. ,,\ COONNECOT ON ERTE .� W � � `2X8 RIM �� R-308.4 SAFETY GLAZING IS REQUIRED AT 5f4 X 4 DIAGONAL � 2' MAX--� SW SCHEDULE ENCLOSURES FOR TUBS AND SHOWERS AND / � BRACE FROM � � WHEN PLACED WITHIN 24"ARC OF EITHER BEAM TO WALL � VERTICAL EDGE OF DOOR AND GLAZING IS LESS %� \\ .\ 4X10 PT BEAM WfTH = O � THAN 60"ABOVE FLOOR. �12" MAX CANTILEVER � � INSULATION BAFFLE WITH 5/4X4 CLEATS / VENTED 2X 1"MIN AIR SPACE TO � EACH SIDE OVER POSTS C=V M-1502 DOMESTIC RANGE VENTS MUST BE MADE BLOCKING �� EXTEND TO 12"VERTICALLY OF METALAND HAVE SMOOTH INTERIOR /� C; ABOVE INSULATION HEADER SURFACES. 4X4 PT POST / �2 X 12 PER PLAN � �> \�6 WALL 6X6 FOR POST FRAMING R-602.8 PROVIDE FIREBLOCKING, DRAFTSTOPS CONCRETE SHEATHWG OVER14 FT AT 16"OC � O AND FIRESTOPS AT REQUIRED AREAS. PAD PER SW SCHEDULE 0 O TYPICAL ROOF TO WALL O T 8 X 10 TYPICAL DECK SECTION �� AND HEADER SECTION N y ti � Z W 1/2"ANCHOR BOLTS AT 72°OC THE GREATEST RISER HElGHT WI?HIN ANY 8D NAILS AT 6"OC � � � WlTH 7" MIN INTO STEM WALL. FLIGHT OF STAIRS SHALL NOT EXCEED PERIMETER NAILING � � 2 BOLTS MIN PER SILL PLATE THE SMALLEST BY MORF THAN 3(8" TO LEDGER NAILING TO SOLID BASEPLATE NAILING � W WITH A MAX 12"AND MIN 3.5" BLOCKING. SPACING PER SW SCHEDULE FROM EACH END.WASHER TO � TIGE-iT FiT SOLID j� � � � MIN HEAU CLEARANCE g�pCKING `� I % BASEPLATE NAILWG PER PERIMETER HANQRAIL 34-38" � I W BE 3X3X 1/4" MIN. GRADE 60#4 T{� g��_g�� NAILING OF FLOOR W VERTICAL AT 40"dC. ABOVE STAIR NOSE �� ! PER SW SCHEDULE DIAPHRAGM 3/4"FLOOR I—' STAIR TREAQ �� ROdF FRAMING FLOOR TO TOP PLYWOOD ~ EXTEND 14" INTc� / Q STEM WALL AND 3" PER R-311.5.3 '� �` 3/4"FLOOR PLATE CONNECTION � � INTO FOOTING WITH ` BASEPLATE NAILING PLYWOOD pER SW SCHEDULE / � � STANDARD HOOK 1X8 RISER� �� FLOOR JOISTS PER SW SCHEDULE � � �� � �, 2X12 STRINGERS(3) SHEARWALL PER� 2X LEDGER OR � � FLOOR JOIST \ �, 3/4 PLYWOOD- BLOCK WITH 2 16D RIM JOIST��\ SCHEDULE � � FLOOR JOIST PER PLAN � �NAIL THROUGH �� TO EACH STUD �� PER PLAN � 1 � MIN RUN 10" � TO STAIR �\��PERIMETER NAILS �\� " MAX RISE 7 314" ` STRINGERS FLOOR JOIST PER SW SCHEDULE ��_. LOWER WALL TOP � � UNBALANCED � LOWER WALL TOP FLOOR TO TOP RIM JOIST \PLATE OR MUDSILL I I I—I , ��` �. 2X DRAFT STOP BLOCKING ' / BACKFILL MUST /"� PLATE OR MUQSILL PLATE CONNECTION —I I I=I I I NOT EXCEED 4 FT �"�� BETWEEN STUDS IF APPLICABLE-STRAP TO WRAP AND NAIL PER SW SCHEDULE I I I—I I I--I .'� �� AND MUST NOT �2X4 STIFFENER TO BOTTOM OF FLOOR JOIST AT CANTILEVER I—I I I I I I �; _ BE�REATER TYPICAL SECOND I I I I I I—I .. �. ° � THAN 45 DEG TYPICAL LOWER ROOF TYPICAL CRNTILEVER � SLOPE I—I I I=1 I I -. (B� TYPICAL STAIR SECTfON �� TO WALL CONNECTION B2 WITH SHEAR TRANSFER B1 FLOOR JOIST SECTION CI� I I I I ( I I '' � STEM WALL TO � � ' ^ I--I I I—I I I-° o ' HAVE MIN 1 #4 AT � V / � I I I=I I I—I'' �` TOP ANQ BOTTOM N = I—I I I=I I I '_° ° SOLID OR I-JOIST 1i2"ANCHOR BOLTS AT 72"OC 1/2"ANCHOR BOLTS AT 72"OC � o C9 � o, 3/4"SUBFLOOR NAILED WITH 8D AT 6" /gLOCKING PER PLAN WITH 7" MIN INTO STEM WALL. BASEPLATE NAILING 1/2"ANCHOR BOLTS AT 72"OC O � -' W 1 � I I I I —I ' � � OC AT EDGES AND 12"OC AT FIELD / WITH 7" MIN INTO STEM WALL. PER SW SCHEDULE � WITH 7" MIN INTO STEM WALL. p i 2 BOLTS MIN PER SILL PLATE 4' CONCRETE SLAB 2 BOLTS MIN PER SILL PLATE GRADE 60#4 = N �� I—I I �=) � � • _ WITH A MAX 12"AND MIN 3.5" ` 2 BOLTS MIN PER SILL PLATE I a FLOOR JOIST WITH A MAX 12"AND MIN 3.5" VERTICAL AT 48" WITH A MAX 12"AND MIN 3.5" � g I I I—I I I=I� ° I I=V v> , FLOOR TO TOP � I=I I I=I I I= :' �:� I I —� , ��5� � PER PLAN gE�3X3X 1�/4' MIN. WASHER TO GRADE 60#4 FROM EACH END.WASHER TO OC. EXTEND 14' PLATE CONNECTION \ FROM EACH END.WASHER TO � BE 3X3X 1/4"MIN. INTO STEM WALL BE 3X3X 1/4" MIN. � I I I—I I I—I ° I I-�I I I—I BEAM PER PLAN -�_,___ 5l4X4 CLEATS VERTICAL AT 48"OC. AND 3" INTO PER SW SCHEDULE � � U � I—I I I—I I I- V � I/I 1—I I (— 4X4 POST�� ; �EACH SIDE EXTEND 14" INTO FOOTING WITH -I I I=I I I—I:- ��.I I�I I I—I I I-1 STEM WALL AND 3" � STEM WALL TO \ STEM WALL TO � STANDARD HOOK. STEM WALL TO Q � r 6 MIL BLACK VAPOR �, PROVIDE A23 POSITIVE INTO FOOTING WITH � FLOOR JOIST � I—� I I—� I I-�: �� I �—� I �- I�I—I� HAVE MIN 1 #4 AT HAVE MIN 1 #4 AT ` HAVE MIN 1 #4 AT ` ! I i I=I�I=I • �_I=I I I=I I I=I I I=1� BARRIER THROUGHOUT � r/CONNECTION TOP AND BOTTOM `f\, \' STANDARD HOOK. TOP AND BOTTOM \\�� 4"CONCRETE SLAB TOP AND BOTTOM \,�� GRADE 60#4 � I I I I=I i I _ v =I I I—I I I—I i I=I I I _ CRAWL SPACE \ � � � —i - �—t Z_� : .` .:' P �•;', Z= \ � VERTICAL AT 48�� -I I I—I I I—I a � ;�I I—I I I—I I I—I I I—I I I- -- . • CONCRET� �� , • �� ` �r• �� OC. EXTEND 14" W 12" MW ° F . —PAD PER PLAN � ' � � -- _ ; /_ �� / I I I—I I� ., `°� INTO STEM WALL —I I I—I I I= .°—I I I=I I I=I I I=I I I—I I REQUIRED �� — � � � I—I I I : �=I � /AND 3"WTO � � � I i�. � I-I �I I I=I I I—I I I—I I � BETWEEN BEAM — — — — — — � I — 1 � 6MIL BLACK _ _ � __ —___ _ I I I— I I � �I l I—I I I I—I I I—I � I I I—I I T VAPOR BARRIER I I I—I�� I �'�� � � � � I = _ ' FOOTING WITH � _ —L°� ;�_v�" � I I=I I I—I I (—I � A N D G R O U N D. 1 8" (=I ( (—) I I=I I I—�I I=I I I I—I I I- I�I I f-I (��I� I I I r I ' =I_-- 1-- S T A N D A R D H O O K. i — - — LI THIS FOUNDATION MIN REQUIRED -I I I—) I �=I I (—I ( I= I (_—I I I- �—I I I= ',°•. � .� -I ( I—� � —1 I� , '` "° � � I I—I I � ; ,� I-I I � � I R-10 RIGID I --� ��- WALL lS DESIGNED BETWEEN JOISTS — I-1 I 1—� "—' L ' � � L I — -- - ,_g�� _ PER R404.1.4 WITH —� � — il�-� I i��fI_�;,_— I INSULATION ��- � 6 � i 6MIL BLACK ,--1'-3" -- TA6LE 404.1.1{2) AND GROUNp. , 5, �6„ I , WITH 4"VERT ,.—;�_3��--� --r-a°—� AND 24" HORIZ. �.—r-s°- VAPOR BARRIER FOUNDATION WALL. �--� TYPICRL CRAWL SPACE TYPICAL FOUNDATION TYPICAL FOUNDATION WITH TYPICAL FOUNDATION TO (�5 4'-6" TO 8' IN HEIGHT. �A4� BEAM SECTION A3 AT GARAGE FLOOR A2 INSULATED SLAB FLOOR '�`� FLOOR JOIST SECTION \ �� ._� ��9 �'� ��I�:b~��" � �3�!�I��'�'� �� a��s�i��!` i �