10632 7TH AVE SE 2012 Plans 2022-12-06

GE�ERALNOTES � 2X8 PT LEDGER AT VUA�L WITH 112 X 4° + FLOOR JO(STS � W ALL CQNSTRUCTEON SHALL COMPLY WETH THE 2049 STAGGERED�AG BQLTS AT 18"OC ENTO RIM W � INTERNATIONAL RESIDENTIAL COC1E,2Q09 INTERNATiONAL PER PLAN JOIST. LAG BOLTS SHALL BE 2"FROM TC)P C?R � � BUILDING CC1DE,AND THE 20091NASHIt�GTQN STATE ENERGY BOTTOM AND 2"TO 5"FRQM ENDS OF LEDGER _) z 5 1l8 X 13 1(2 5 1f8 X 93 112 �. Q � ��E. � SIDING 24F GL8 24F GLB � J �,j� R-4Q8.2 (WAC 51-51)UNDEftFLQOR VENTELATIQN RECIUIRES 1 SQ �i e.-= � m (1, (n FT OF NET FREE CROSS VENTILATION FOfi EACH 300 SQ FT OF �_--'7 � METAL FLASHIt�G , FLf�OR JOISTS . UNDERFLOOR AREA GOVERED. � � ,/f--�' ��-r' __ PER PLAN UI'S'I'ATE ENt'sINFT�ItIi*dC'i�EitVI�ES ~ (2}4X6 POST PO I30X 952 LYAIY�;lOCD,�3/A 98U;6 R-40$.4 UNDERFLOOR ACCESS:MINIMUM 1$"X 24"CLEAR ,� (2Q6 280�d71� UpstateEn�eer@�riail.cou AGGESS THROUGH FLO4R,MIN 16"X 24"THROUGH EXT WALL � 5 1l&X 13 1l2 �� 24F GLB TI3I5 DRAT�I��G HA3 BuFN RE�'tED R-317.1 WOD[7 FLOOR JOIST CLOSER THAN 18"AND WOt3Q , pZiSTitL,CTURpyi��qU�1�Ei,�.I.�O,t�� GIRDERS CLOSER THAN 12"FROfvI THE EXPQSEQ GROUND MUST '� PERTHEATTAt;'��LE"ITER:�N�/C2 M8TG28 OR 2 HTT4 2X6 PQNY WALL CA.I.CULAT.IO_NS_.___ • BE PRESSURE TREATED. � � J ��#; ��p}��j ��•�: ��j� AT TW�LC7CATIONS TO J- R-8Q6.2 ATTIC VENTlLATION REQUIRES 1 SQ FT OF NET FREE CONNECT FLOQR ______._____ �:/�� DEAPHRAGM Tc� DECK JOISTS FOUNDATION �'V�S�I.3 B�:_ �,ln yi � CRC3SS VENTILATlON FOR EACH 150 SQ FT OF ATTIC AREA. �� voaD s�az�xouT oxaczr�ai.��GzcrraTv� WALL PER PLAN � N � OR IF STr1MP INK NOT R�'D � R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN � A READILY ACCES518LE AREA. 30"'M{N HEADRQOM, INSULATE ; � t''7 AND WEATHEEZSTRIP � �� CRAWL SPACE �� y,, {�PTIONAL SPAN BEAMS � � fZ-310 EGRESS C3PENIt�GS SHALL HAVE A SILL HEIGHT OF NOT �� MORE THAN 44"ASOVE THE FLOOR WITH A MIN OF 5.7 SQUARE SEE LEI�GER 2X2 WOOD N Q FEET,A MIN WIDTH OF 20"AND A MW HEIGHT OF 24". � DETAILS PICKETS AT 5"t�C � W � � ��E Rfl�FlNG MATERIAL TO BE �-�' R-314.3 INTERCONNEGTED SMOKE ALARMS SHALL BE INSTALLEQ MID ROOF"UNDER�HWGLE"`VEt�TING TO 7(16"OSB ROOF COMPOSITION dVER 30LB FELT � fN EACH SLEEPING RQQM,W THE IMMEDiATE VICENITY OUTSIQE 5f4X4 WOOQ DECKING WITH PRC?VIDE LQWER ATTlG VENTILATIc�N. SFEEATHING_8Q AT 6" � � EAGH SLEEPING AREA AND ON EACH STORY. � (2)SD AT EACH JOIST � TRlM AT TQP C?F '\ OC AT EDGES AND �� \�� Q R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED 2X8 PT JQEBT _-- 2X BLKS RAFTER S�LfD BLQCKING CUT TD FIT. �`� 12"OC AT FIELD �� V QUTSIDE EACH SLEEPENG AREA W THE lMMEDIATE VICINETY t�F � , NAIL ROOF SHEATHWG TO ='r'�/ ROQF TQ TOP PLATE � � � � THE BEDROONiS. �f � .��Xg R�� RAFTER -� ` �LQCKS W(TH �6D AT 3"OC (� � (� r CONNECTION PER � , � 1 ( 1 1 SNJ SCHEDULE � � � ��,� �� 5/4 X 4 DIAGONAL �t - 2'MAX —� \ ,/� ' R-3Q8.4 SAFETY GLAZING ES REQUIRED AT ENGLQSURES FOR g�{ACE FROM �j � ~ � " � � ��J � � � TUBS AND SHOWERS AND WHEN PLACED WITHIN 24 ARG OF BEAM TO WALL ` / �� - � -� EETHER VERTICAL EDGE OF DOQR ANQ GLAZING lS LESS THAN � 4X1€l PT BEAM WITH BEAM OR JQIST _ i � 64"ABUVE F�OQft. � � � 5/4X4 CLEATS �, �2"MAX CANTILEVER INSULATiON BAFFLE WITH 1" � VENTED 2X MIN AIR SPACE TO EXTEND M-1503 RANGE HOOD SHALL QESCHARGE TO THE C?UTDOORS EACH SIDE OVER POSTS A35 AT�"OC TOP � / `- BLOCKING " SOLID TIGHT FITTfNG TO 12"VERTlCALLY ABOVE THROUGH A SINGLE WALL DUCT THE DUCT SERVING THE HOOD PLATE TQ BLOCK C- �" SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT �f BLOCKING(NO VENTS) � HEADER �- ENSULATION 4X4 PT POST f C-, PER P�AN ��-- AND SHALL BE EQUIPPEQ WITH A BACKDRA�T DAMPER. / 12 X 12 � `� 2X6�NALL Q � 6X6 FQR PQST � FRAMING OVER14 ET ��NCRETE SHEATHWG / � � (_ R319.1 BUILQINGS SHALL HAVE APPROVEQ ADDRESS NUMBERS. FpQTING 12'� NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST ; AT 18"OC � � PER SW MIN�IZE 4 IN WITH 1/2 IN STROKE A(�!Q CONTRASTING BELOW GRADE 5 FT SETBACK SHAL�HAVE NO GABLE VENTS. N BAGKGROUND AND VISIBLE FROM STREET. —� SCHEDULE � � �G3� CLIP TU R�c�F LINE �"2 RC�C1F OVERHANG If�TRUDING INTO (-��` TYPICAL ROOF TO WALL �- � DESIG(�CRITERIA 8 X 1� TYP(CAL DECI�C SECTI(�N � ` �� ,� 5 FT PROPERTY LINE SETBACK �� AND HEADER SECTIUN � FLQOR LIVE LOAQ 40-FLOOR DEAQ LOAD 1a Q ROOF LIVE LOAD 25-ROOF flEAD LOAC} 15 Z � WIND SPEED 85-SEISMIC CAT. D THE GREATEST RISER HEIGHT W€THIN ANY 8D NAILS AT 6"OC PERIMETER NAILiNG TQ SOLID � � F�IGHT OF STAIRS SHALL NOT EXCEED THE NAlLING Tt7 LEDGEft PARALLEL OR BL�CKING.SPACiNG Q � SN}ALLEST BY MC�RE THAN 3/$" �,, PERPENDICULAR PER PERIP�tETER BASEPLATE NAILING t,L �' � RQOF FRAMING d��BLE JOIST AT EAC!-[STRAP PER • ,�� TIGHT FlT SQLIQ `� / PLAN WITH EQUAL P�UMBER OF NAILiNG OF FL0C7R � PER SW SGHEDULE Q LL� HANDRAIL 34-38" /f MIN HEAD CLEAftANCE BLOCKiNG \� / - - RJA€L5 TQ+NAL�FRAMIRlG AND JOISTS. QIAPHRAGM � 1/2"ANCHdR BOLTS AT i TO BE 6'-8" � 1" � W ABOVE STRIR NQSE `� - - �� DQ NOT NAIL INTO END GRAIN. f � #4 VERTICA�AT 4$"QC. STAIR TREAD � � � .._ u \ ! f 3l4'"FLOOR � � 72"OC WITH 7"NiIN INTO EXTEND 14" INTO STEM � BASEPLATE NA(LING _''\�� f F L O Q R T O T O P � �P L Y W O Q Q � S 7 E M W A L L.2 B O L T S WALL AND 3" INTO �`f P E R R-3 1 1.5.3 PER SLV SCHEDULE l �_�- �``'" � � 314 FLOC3R PLATE CONNECTION �f Q L� MfN PER SILL PLATE FOC?TIiVG WITH � ��` � � � `�--��_ � \ WETH A MAX 12"AND 1X8 RISER � � FLQQR JOISTS � 2X LEQGER, BLOCK, ;,� �PLYWOOD PER SW SCHEDULE � �� STANDARD HOC?K. MIN 3.5"FRONI EACH BASEPLATE 2X12 STRINGERS (3} SHERRWALL PER �� END.WASHER TO BE � ` SCHEDULE R A F TER OR TRUSS WlTH r;��I � FLQOR JOIST NAILING � FLOOR J4(ST �(�(�� / M E C H R N[C A L �, (2)1 6€�T O E A C H S T U D 1 � PER PLAN 3 X 3 X 1/4"M I N. � i� � PER SW � J �J I PER PLAN U tJ U , C O t�N E C T I a N SGHEDULE � MIhJ RUN 1Q" FLOOR T�STAIRS `' RlM JOIST � `� °' N1AX RISE 7 3i�t" FLQQR JOIST ��`�.�PERIMETER NAILS � 112"GWB UNDER STAIRS PER SW SCHEDULE � \ �LOOR Tfl TOP f �\LOWER WALL T4?P �� UNBALAfJCED =� WALL FRAMING OR � PLATE CC}NNECT[ON Rlh�t JOIST � PLATE OR MUDS[LL I I I—I ' '`� BACKFILL MUST �., 2X DRAFT STOP BLQCKENG � BEAM OR MUDSILL ! PER SW SCHEDULE �'/'� —I I I—I I I .'" �" NOT EXCEED 4 FT �BETWEEN STUDS SEE DETAIL{B2)FC3R STRAP pER PLAN L/1 GONNECTION: IF APPLICABLE I I I—I I I—I ':` \ AND MUST NOT �ti 2X4 STIFFENER W BE GftEATER I—I I I I I I-�:o ,`> - TYPICAL PARALLEL OR --� TYPICAL CAI�TILEVER TYPICAL SECOND � THAN 45 DEG ,�-_, � �. r'j1 I I I—I I I—) _ - " � ��apE ' �` PERPENQICULAR L4WER B2 ' WITH SHEAR TRANSFER %""�� I—I I I—I I I : �: . ; �4,� TYPIGAL STAIR SE�T14N (E3��} �/' (�') FLDOR JOIST SECTIQN — I I I=I I I=I �: �-: � ��--� `�._� ROOF TO WALL C4NNECTIC7N �,__f� (�I� I=I I I—I I I �'; �-, \STEM WALL TO i�i� t HAVE MIt� 1 #4 A� I I I—I I I—I°�,.. �::. � � � — — ` ' T4P AND BOTTOM = I=I I I—I I I '. ' � SOLID OR I-JdIST 1/2"ANCHC)R BOLTS AT 72"OC , , n/ � �� I I I ( I I—I Y": �. ��$"��gFLC?OR IVAILED WETH 8D AT 6" f gLOCKING PER PLAN WITH 7"MIN INTO STEM S,NALL 1/2' ANCHOR BOLTS AT 72' OC BASEPLATE NAILING 1/2"ANCHOR BOLTS AT 72"OC �� ^ � �_ — — OC AT EDGES AND 12' OC AT FIELD r 2 BQLTS MIN PER SiLL PLATE , WITH T'MIN INTO STEM WALL. PER SW SCHEDULE WITH 7"MIN I(�TO STEM WALL. W � V � I—I I I—I I I -_�: =:° ° , �i' CONCRETE SLAB 2 BOLTS MIN PER SILL PLATE #,4 VERTICAL AT , 2 BQLTS MIN PEft 51LL P�ATE � � I I I_I I I_I. e : I I— WITH A MAX 12'"A�D MIN 3.5' � FLOOR JOIST WkTH A MAX 12"AND MIN 3.5'" 4g"dC. EXTEND � — `" -�- y � FROM EACH ENQ.WASHER TO FLOOft TO TOP WITH A MAX 12"AND NtIN 3.5" � I=I I I=I I I �_'b �R' I I�_ °`��z' PER PLA�V B E 3 X 3 X 1/4"M I N. #4 V E R T l C A�A T 4 8" FROM EACH END.WASHER TO 14'"INTO STEM � BE 3X3X 1/4"MIN. P L A T E C O N N E C T I O N , F R 4 M E A C H E N D.W A S H E R T O � � I I I—I I I—I �.: � I I�I I I BEAM PER PLAN --___ ,5f4X4 CLEATS EACH SIDE " OG.EXTEND 14" ; WALL AND 3"INTO PER SW SCHEDULE \ , BE 3X3X 1f4"MIN. . I—I I I—I I ( .- ;� I I 1—I I I— 1 INTO STEM WALL F O O T I N G V u[T H � : � ( � � — — 4X4 P05T � J M!N 901b FELT OR � \ STANDARD HOOK. � I I I—I I I=I:- :�,�;I I�I I I=I I I= �' ir PT PflST P R E S S U R E � �i AND 3"fNT4 PRESSURE \\ � PRESSURE I—I I I—I I I •: : I I I—I I I—I I I-- 6 MI�BLACK VAPQR �ti PftOVIDE A23 POSITIVE MU SILL�TYPICA� � � STA��t AR HOOK. MU SILL�TYPICAL � j MU DSILL�TYP(CAL FLOOR JOIST � � I I I=I I I—I,_; ¢:�.� I—I I I—I I I—I I I— �aRRIER THRQUGHOUT � / � 4°CONCRETE SLAB � °� 'p' I I I= = I=I I I= CRAWL SPACE , �GQNNECTIQN ��_ . �_ f. ( #4 VERTICAL AT � �� I I—I I I I I I ( I � Z Z: ,, �` 3 ' z�--�: " � 48"'d�. EXTEND � — — �I I—I I I—I I I—I I I—I I I 12"MIN REQUIRED �� — - z STEM WALL .�. � � � � STEM WALL = �~- f . I (—I I I I ; �F: '- F . � ' ~- �4 g� i � g�J�f �� 14" INTO STEM I I I-I I I : � I I I-I I I-I I I-I I I-I I ST��ALL �� : --� �� Q�AV� �--��I I I . �� C� BETWEEN BEAM Tfl HAVE ��I .� }��—I I TO HAVE �� -`. ._ I�' � � � � � WALL AND 3°(NTO _ _— ' I I—I I I=I I I=I I I=I I AND GftOUND. 18° _ __�1 M(N 1 #4 AT ' 1 =I_I I:: �: I—I I I=I I � MIN 1 #4 AT -- — LI—I ". :I I I� � 6MIL BLAGK MIN 1 #4 AT �� --�!f FOOT(NG WfTH `° I — I '=v `< ( I—I I I—I I I—I � TOP AND = �&� TOP AND = � � VAPOR BAftRfER Tt7PAND — =� � STANQARD H�OK. � �I� ��QUIREQ I-I I I-I I I-I I�-j�I I I-I I I-I I I -��I- r I I I- = I I ��lS FQUNDATION gETWEEN JOISTS I I I—I I I=I I I I IJ,—I I I- I I I � I I I= � I=I I I I I R-1d RIGID — I WALL IS DEStGNED _ _ � I BOTTOM �� _ _ BOTTOM � � _ �, BOTTOM � I I,=I I , �°I=I I I � PER R404.1.4 WITH A t�Q G ft Q U N D' � 4 � � 8" � CONCRETE — — — �- — — fNSULATION WITH 4" -� � ��_3�� TABLE 404.1.1(5) PAD PER PLAN ��' �o�f VERT AND 24" �a,�� 6MIL BLFICK s`s'" ��-s�` HQRIZ QR 24"VERT. I !I � VAPOR BARftfER !� ;—� FOUNDATIC}N WALL A�� TYPICAL CRAWL SPACE �A� TYPICAL FOUNDATI4N �A2� TYPICAL F4UNDATION WlTH �A�� TYPICAL FOUNDATI4N TO � � �A�� 4'-6° TQ 8' IN HEIGHT. � , BEAM SECTI4N `�.� AT GARAGE FLQQR �.� .� INSULATED SLAB FLOC3R �.``_, FL4C1R J4iST SECTIQN �� �.�I°��` �� :�� ��I��i�I�� =�JF� �'��+�1�`