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GE�ERALN�TES �
<br /> ROQF SHERTHING �ULL HEIGHT TIGHT FIT TRUSS BLOCKING [� �
<br /> 2X8 PT LEDGER AT WALL WITH 1t2 X 4"' PEft�dOTES �Y TRUSS MFGR,OR FIE�D BUII p WITH W �,,,}
<br /> ALL GONSTRUCTIQN SHALL COMPLY WiTH THE 20Q9 STAGGERED LAG BQLTS AT`E8"OC INTQ RIM BOUNDRY NAILS MFD TRUSS 2X4'S 3�TP3�3,'�T ALI CORPlERS
<br /> II�TERNAT[C}NAL RESIQENTIAL COC}E,2049 I(�TERNATEONA! JQIST. LAG B�LTS SHALL BE 2"FROM TOP OR SHEATHING pE�{p�p�� \ /PER PLAt�I �` / � � �' -
<br /> BIJI�DIhIG CQDE,ANa THE 20Q9 WASN(NGTON STATE ENERGY BOTTOM AND 2"TO 5"FROM ENDS C7F LEQGER PEP PLAN ��-�---__— %�� / �,.� �
<br /> Ct�QE. SIDING ��� �_--_. � -� � � MFG TRUSS � --�� W
<br /> R-408.2 (WAC 51-51)UNDERFLOQR VENTILATI�hI REQUIRES 1 SQ �/`� 16d PER S4�f � � m � �
<br /> FT OF NET FREE CRQSS VENTfLATION FOR EACH 300 SC2 FT QF �P,�ETAL FLASHII�IG SCHEQULE BASE I I�-''� � \
<br /> UNC7ERFLQOR AREA COVERED. �--�- � / PLATE CON�JEGTION � A35 PER S'vV �_ TC?P FLATE
<br /> � ��
<br /> � � SCHEDULE Ct�flNECTlc�ht
<br /> R-408.4 UNDERFLOOR ACGESS:MINEMUM 18"X 2�3"CLERR ``� FER SHEAR,NALL
<br /> ACCESS THtZOUGH FLQOR,MIN 16"X 24"THRQU�H EXT WALL. �_ Tt�P PLATE �'�� , ,
<br /> GUNNECTEON SCHEDULE
<br /> R-317.1 WOQD FLOOR JOIST CLOSER TN�N 18"AND WOOD 2X AS
<br /> GIRDERS CLOSER THAP�12"FRC}M THE EXPOSEQ�ROUND MUST DOUSLE TOP
<br /> BE PRESSURE TREATEQ. MSTC28 QR(2)HTT4 REQUIRED PLATES C�F
<br /> AT TWO LOCATIONS T�3 (2X12 P�AX} � SHEARWALL
<br /> R-806.2 ATTI�VENTILATION REQUIRES 1 SQ FT OF NET FREE CONNEGT FLOaR �SNEARVVALL � QR BEAM PER
<br /> CROSS VENTILAT€OPt FOR EAGH 150 SQ FT OF ATTIG AREA. DIAPHRAGM TO QEC�C JQlSTS PER PLAN f PLAN -
<br /> 4�[
<br /> O
<br /> R-807 ATTIG ACCESS RECIUIRES 22"X 3�"MIN CLEAR OPENfNG !N �
<br /> A READILYACCESSIB�EAREA. 30"MIN HEADROOPA, INSULATE % RUUF QIAPHRAGM RC)4F TRUSS PERPENDICULAR �
<br /> AN�`NEATNERSTRIP � �'[� �
<br /> 2x6�a'°� " TO INT. SW, TYPICAL ��� TO INTERiOR SHEARWALL �
<br /> R-310 EGRESS CJPENINGS SHALL HAVE A SILL HEIGHT OF�IGT ``� -- �
<br /> MORE THAN 44"ABOVE THE FLQOR WITH A{V11N C�F 5.7 SQUARE SEE LEDGER 2X2 W�OQ e.t Q
<br /> FEET,A MIN WIDTH�F ZQ"AND A(vllN HEEGHT OF 24". DETAILS PICKETS AT 5"OG � �
<br /> �
<br /> /�ABQVE ROC}FING NtATERIAL TO BE �"''
<br /> R-314.3 INTERCON�lECTED SMOKE ALARiVIS SNALL BE INSTALLE� 1 MID RC?4F"UNDER SHENGLE"VEt�TlNG TO 7/16"OSB ROOF CQMPOSITIC}N OVER 30LB �ELT �
<br /> IN EACH SLEEPING ROOM, W THE IMtv1EDIATE VECiNITY 4UTS1[?E 5l4X4 NJOOD DECKlNG WITH PROVIDE LO'�AlER ATTIC VENT(LATIC?N. SH�,�THING.8D AT 6"
<br /> E,'�CH SLEEPING AREA ANC�C3RI EAGH STORY. (2)$D AT EACH JQEST � OC AT EDGES AND `� \��- p
<br /> 9�"'OC AT F(FLD `�,, �-'/ U
<br /> R315.1 CARBON MONOXEDE ALARMS SHALL BE INSTALLED 2X8 PT JOIST �:. \, (/)
<br /> R4C7F TO TOP PLATE �
<br /> OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE V[CWITY OF \ � -
<br /> THE BEDFtOQ{V1S_ n nr � CC7NPlECTION PER \ ,� . �
<br /> 5I4 X 4 DIAGONAL 4 I t � S`dV SGHEDULE n�n
<br /> Q
<br /> R-308.�SAFETY GLAZWG IS REQUIRE�AT ENCLQSURES FOR gRqG��{�OM 4X8 RIM r�VITH /" /" � � y� �
<br /> TUBS AND SHOWERS AND WHEN PLACED V�/ITHIN 24"ARC OF BEAM TC7 V�IALL HUSC48 HANGER /
<br /> ElTHER VERTICAL EQGE OF QOOR At�fC?GLAZI�€G IS LESS THAN TO POST s �
<br /> 6Q"ABQVE FLOt�R.
<br /> 1NSULATiO�I BAFFLE WITH 1"
<br /> VENTED 2X � ` ���,q0�{SPACE TO EXTEND '�'�'
<br /> N1-1503 RANGE HOQD SHALL DISCHP,RGE TO THE flUTDOOFtS r BLOCKING �'
<br /> THR�JUGH A SINGLE WALL QUCT THE DUCT SERVING THE HflOD I S4LID TIGHT FITTl1�G � � TO 12"VERTICALLY ABOUE
<br /> SHALL HAVE A SMOOTH INTERI�R SURFACE, SHALL BE AIR TIGHT I BLc�GKWG(NQ VENTS) �-- HE�LIER � iNSULAT�Ot�!
<br /> At�ID SHALL BE EQUIPPED WITH A BACKDftAFT DAMPER. CONCRETE FC}QTING d PER PLAN �� `� 2X6 WALL (� �
<br /> N11N 12"BELCJ�/V GRP.L7E SNEATHWG � `�RA(VtING C� Q
<br /> R319.1 BUILDINGS SNaLL HAUE APPROVED ADDRESS NUMBERS. NOTE: GABLE ENDS THAT ARE DIRECTLY UP AGAINST PER SW � AT 16"QC � N
<br /> MIN SIZE 4 Ir!WITH 1I2{N ST�OKF AM1lD CONTRASTING • 5 FT SETBAGK SNALL HAVE NO GABLE VENTS. ('*r� '1.
<br /> BACKGRUUiVQ AI�D VISIBLE FROM STREET. SCHEDULE
<br /> `� RQOF QVERHANG INTRk�DING INTt7 TYPIC�,L RQOF TQ 1NALL � �
<br /> DESIGNCRITERIA 8 X 10 TYPICA� DECK SECTIOh� �� 5 FT PR4PERTY LINE SETBACK ��� AND H�ADE� SECTIQN C �
<br /> FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 � �
<br /> ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 � �
<br /> THE GREATEST RISER HEIGHT WITHEN ANY 8D NAILS AT 6"OG PERIMETER NAILING TO SQLID �
<br /> �h1 WD SPEED 85-SEISMIC CAT. Q FLIGHT�F STAIRS SHALL t40T EXCEED THE PARALLEL QR � W
<br /> NAILING TQ LEDGER BLOCKING.SPACING
<br /> SMALLEST BY MORE TFiAR!3 " PERPE(�iDICULAR
<br /> � ���J� �i�7h.S � DOIiBLE JOIST AT EACH STRAP PER PEF:PERIMETER B�SEPLATE NAILING
<br /> � �dQ'� ������� NAILING OF FLQOR PEft S�N SCt-l�DULE � �
<br /> TIGHT FIT SQLID � PLAN WITH EQUAL NUMBER O�
<br /> HARtDRAIL 34-38" P�11N HEAD GLEARANCE gLp�}�I�� `,� � - Np,ILS TO WAL�FftAMING AND JOISTS. DIAPHftAGM (� �
<br /> TC?BE 6'-8" pp NOT NAIL fNT�ENQ GRAIN. � }--
<br /> 1t2"ANCHOR BQLTS AT #4 VERTICAL AT 48"OG. ABt�VE STAIR N4SE �i lyl
<br /> 3l4"FLQOR
<br /> 72"OC WITH 7"MlN INTO EXTEND 14"(NTC3 STE6tl � STAIR TREAD BASEPLATE NAILING �'`� ���� � �
<br /> STEM WALL.2 BOLTS WALL AND 3" INTO PEft R-311.5.3 PER S�tV SCHEL}ULE �~ �_ �''"' FL�OR IO TQP PLYWt70Q � Q
<br /> h�W PER SILL PLATE FOOTWG WITH � �`�-�_e � PLaTE CQNNECTION �
<br /> WITH A P�Y?,X 12"AND STANDARD HQOK. 1X8 RISER ,� FLQQR JOISTS 3/4"FLOOR
<br /> ��, 2X LEDGER, BLOCK, fr �,/PLY�NOOD PER SN SCHEDl1LE � �
<br /> MIN 3.5°FRC}M EAGH `� SHEARWALL PER BASEPLATE
<br /> END.WASHER Td BE 2X'12 STRINGERS(3) ��GHANICAL SGHEDULE RAFTER OR TRUSS WITH
<br /> (2)16D TE}EAGH STUQ NAILING , � FLQOR JOIST FLOOR JQlST
<br /> 3X3X 1/4"MIN_ CQPJNECTION PER SW ���� I� FER PLAt�!
<br /> ���� PER PLAN
<br /> MIN RUN 1Q" FLUQR TC�STAfRS SCHEDULE � _ \
<br /> FLOQFZ JOIST PERIMETER NAILS RIM JOIST �
<br /> P�AX RISE 7 3/4" �/2"GWB Ui�DER STAIEZS �PER SW SCHEDULE � FLOOR TO TOP �.�LOWER WALL TC?P
<br /> �`� �k< UNBALANCED �` WALL r=RA�AING OR / PLATE CON[�lECTIO�J ��N�'����T PLATE OR MUDSILL
<br /> I I I—I � � '��� BACKF(LL MUST � 2X QRAFT STOP BLOCKING SEE DE�AIL(B2}F4R STRAP BEAM OR MUDSILL J PER SW SCHEDULE
<br /> I I I—I I I EVOT EXGEEQ 4�T `� BETWEEN STUDS CONNEGTEON:IF APPLICABLE PER PLAN
<br /> I I I I I I—I -'' � ������T NQT 2}{4 g�IFFENER `�+++'
<br /> I—I I I=I I I - BE�REaT�R TYF'ICAL PARALLEL UR TYPICAL CANTiLEVER
<br /> �I I I—I I I=I '�. ��y' � �HAN 45[�EG PERPENDICULAR LC}WER E3� WITH SHEAR TRANSFER TYPICAL SEC�ND �J �
<br /> I=I I I=I I I :; .-:� " SLflPE (��jt�, TYPICAL STAIR SECTI(�N ��3 �� (�3�'� FLC�C�R JQIST �ECTI�N
<br /> _ — l�� `�_� RC�CJF Tfl WALL C(JNNECTIQN �..__� �
<br /> I I I—I I I—I ' STE��,��L TQ
<br /> I—I I I—I I I a°: '�: H�vE n�l� ���,T � �
<br /> � ���_� � �_�°�• ��v- /� TOP aria aa�rT�a�t ('�'�'�
<br /> = I—I I I—I I I-r'..<'. r , SQLID OR 1-J�IST '[I2"APIGHOR BQLTS AT 72"OC �/�"ANGHC�R BOLTS AT 72"O� � '�""
<br /> ;�t9 3t4"SUBFLOQR NAILED WITH 8Q AT 6' BLQCKIPlG PER PLAN VfIITH 7'°MIN INTO STEM WALL - BASEPLATF(�AILlNG 1/2"ANCNOR BOLTS AT 72"t�C
<br /> �,u I I I—I I I—I ' =- OC AT EDGES A�iD �2"OC AT FIELD � 2 BQLTS MIN PER SILL PLATE `NITH 7"MI�! II�TO STEP�I WALL. PER S+N SCHEQULE 1NITH 7"MW INTO STENI WA�L.
<br /> ��dITH A MA;{12"RND MIt�3.a" 4"CfaNCRETE SLAB 2 BOLTS Mlnt PER SILL PLATE #4 5/EftTICAL AT 2 BOLTS MIN PER SILL PLATE '�'�
<br /> _ .. _ ,
<br /> � I—I I I—I I I .- : •` �
<br /> � I I I—I I I—I� > I I FLQQF2 JOIST WITH f1 MAK 12"�ND MIN 3.5'" 4g"pe. �}(���p FLQ�R T�TOP WITH A MAX 12"AND MIN 3."a" � �
<br /> � I=I ( I=I I I _' ��� I I I— �`� PER PLAN gEOX3X 1�4"MlE�1�. �A����TQ #4 VERTICAL AT 48" FROM EACFi Et�D.SNASHER TO 14"IPlTO STEtv1 PLATE GOAINECTION FROM EACH END.�NASF€ER Tfl
<br /> 4� r ' � BE 3X3X 1/4"NIIN. ��fAL�ANQ 3"ENTO � �
<br /> � ��I I I—I I I—I °�= �: I I I I I— BEAM PER PLA�1 --___.___` 5/4X4 C�E?,TS EAGH SIQE OC. EXTENQ 14" PER SW SCHEDULE 8E 3X3X 1t4°MIN.
<br /> 11—I I I—I I I ,: ;. I I I I I 4X4 ROST - (ViIN 901b FELT C�R I�lT�STEM WALL FOOTING�NITH
<br /> — � — — \ PRESSURE ST�INDARQ NOOK. � �
<br /> I I I—I I I=�_- -� I I�I I I—I I I— ar�D�"INTc� PRESSU�E P��SSURE
<br /> I—I I I—I I I •;_ ;`� I I I—I I I—I I I 6 MIL BLACK VAPC3R ��� � PT POST TREATED �,, FOOTWG�NITH TREATED ,�. ?REATED '�--� ������Lt�OR JOIST � �
<br /> PRt}VEDE A23 PQSkTIVE MUDSILL TYPICAL� STAf4DAftQ t-iO�K. MUDSILL TYPICAL� ,� MUDS(LL TYPICAL ��, �
<br /> I I I—I I I I � '.•�� I—I I I—I I I—I I I BARRIERTHROUGHOUT �. �, -� ` 4 CONGRETE SLAB -� — #4 VERTICAL�IT �
<br /> I=I I I=I I I - P I I I=I I I=I I I=I I I= ����L�PACE , ,�CflN�,��T►�N � �_ � o �
<br /> . ,- �= Sc.atYE� z: m P Sc..,�R�. ba�.sl�S �: •". � ",;� ��.a� hcW�11 z: �8"OC. EXTEND
<br /> � � 14" INTO STEfV1
<br /> �. '�` -`� STE�vI WAL� �T � STE�it V1�ALL ����-% - �x f�``4- STEM WALL — z
<br /> ����_��� � ;'� �< � �_� � �_� � �_� � �_� � � ``__� z° . �. � �' � : . ` z �� ' . Z� � �. -
<br /> I I I—I I I : :` ��I I I—I I I—I I I=I I I—I � 12"MIN REQUiRED � •• ""'� c �—I I I �' i`�i"1-�'—� ' ,;�I�— �� ! "' .;' .i�NALI.AND 3"INTO i
<br /> � `--- Tfl HP,VE I� —�i �--�� TO HAVE � T�HA`/E ��I I I �� - �,.,.1
<br /> I I—I I I : f. �� I I I=I I I=I I I=I I BETWEEN BEA�1{ � ` _ 1—T�I' MlN 1 #4 AT = — I � . �: _� I I=I I MIN 1 #4 AT —�—I -�:.: ( I I= I 7 6PAIL BLACK (v11N 1 #4 AT r_� I : � FOOTliVG WlTH
<br /> A N D G F 2 0 U I�D. 1 8" � �_� ': � S T A N D A R D H O t 3 K.
<br /> � _ —I I I I I I—I Q� �,� ��Q�,RE� I—I I I—I I I—I I I I I I=I I I—I I I ���A�� I = y"�. I I �� TOP A�a r�[Z fi �: �.� I I V A F�R��R R I E� B O P o N D — :: {.�--�I I I=
<br /> II— 1 ,�. ° :. II—
<br /> T — �I I I T H I S��U�a A T I �E-�WEE��al��� I I I=I I I—I I I—��I I I=I 8����► � I I I, ��- I I I— �C I—I I I I I R-��Rl��D �� 4 I I=I I I � �°I—I I I
<br /> ��T WALL(S DESIGNED — � — I � I BOTTOM �, ,.
<br /> �L AND GROUh�D. —I I — — — — I I— �_�� —'-= I I INSULATEON WITH 4" �' — �I
<br /> � �}�� PER R4Q4.1.4 WITH GONCRETE - - � �-� —
<br /> �'-3=` TABLE 404.9.1(5) PAQ PER PLAN ��" I.-G. VEftT AND 24" ��.� 6MlL BLACK
<br /> r-sa �r�-3• HOF2iZ QR 24"VERT. ,�_a= 1(APOR BARftIER
<br /> F(aUNDATIC}N WALL ^ TYPICAL CRAWL SPACE TYPIGAL FC,�UNDATION "��" TYPICAL F4UNDATIQN iNIT�I � TYPICAL FQUNDATIC7N TC�
<br /> ���� 4'-6" TC� 8' 1[� HEIGHT. �� BEAN1 SECT�QRI �A� AT GA�iAGE FLOC�R �� INSULATEQ SLAB FLOC?� � '� FLQC?R J(�IST SECTiO(�
<br /> Fi
<br /> �1�'Y (�� ��J���.�T'T
<br /> � ���II�1�l�� �C�� �'��1�/11�'
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