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<br /> GENERAL NPTES L� �
<br /> 2X$PT LEDGER A7 WALL W{TH 1/2 X 4" („L,� � �
<br /> ALL CONSTRUCTIQN SHALL COfvIPLY WlTH THE 2009 STAGG�RED LAG BOLTS AT 1 B"OC ENTQ RI(� �
<br /> fNTE�:NATIONAL RESIDENTIAL CODE, 20Q9 INTERNATf�NAL JOIST. LAG BO�TS SHAI.L BE 2"FROM TQP QR a � M
<br /> BUfLGING GODE,R�lD THE 2006 WASHIRIG�'ON STAT�ENERGY B(7T'f"ONi AND 2"TO 5"FROM ENDS QF L�DGER -- � t�
<br /> COQE. � �I �
<br /> � SiplNG (� � � �
<br /> R-408.2 {WAG 51-51}UNDERFLOt7R VENTILATION REQUIRES 1 SQ
<br /> FT OF NET FREE CROSS VENTI�AT(QN FOR EACH 300 SQ FT OF METAL.FLASHING _ __;�
<br /> A
<br /> UNpERFLOOR AFtEA COVERED. � RELi�&ASSoc���rEs,[�5 � � �
<br /> 831 I-212TFt STRLE'C S.W. !;
<br /> R-408.4 UNQERFLOOR ACCESS: MWIMUM 18"X 24"CLEAR �_D;�50NDs,wA 4802G � (
<br /> ACCESS THROUGH FLOOR,MIN 16"X 24"THROUGH EXT WALL. r (��25)77�-2793
<br /> __�_.� ;
<br /> R-317.1 WOOD FLOOR JO{ST CLOSER THAN 18"AND WOQD ` c�T��;r7���-��i�=�'
<br /> GIRDt:RS CLOSER TNAN 12"FROM THE EXPOSED GROUND MUST MSTC2$QR{2}HTT4 � TF��s nr��v�t��j�ns��r_N�EviEwE�rQ�
<br /> BE PFtESSURE'TR�ATED. � -
<br /> AT TWO LOCATlONS TU �'I'RUCTt IRA'<.RrQUI�EMEt�t7'S Ot�JLY PER THE
<br /> R-8Q6.2 ATTIC VENTILATION REQUlRES 1 �Q FT 4F NET FREE CONNECT FLO�R n1-rAc�:r-r>�.t.���r��n?�iuQ�t cA�.cu[.a�rtoMs.
<br /> GRO=,S VENTILATION FOR EACH 150 SQ FT OF ATTIG AREA. pIAPHRAGM TO DECK JOISTS a„ , �� C'�
<br /> : �?Y:_..._. �
<br /> R-807 ATTlC ACCESS REQUIRES 22"X 30°MIN CL�AR OPENWG IN �UB�f:_���DAT� .�� L L'J� �"'j
<br /> VOII)lF N�JT 41'E7 StG� E���_� ��
<br /> �� - — - -- — — �
<br /> A REf�QII.Y ACCESSlBLE AR�A. 30"MIN HEADRQOM, INSULP,TE
<br /> �
<br /> AND INEATHERSTRIP 2X6 RAIL � �
<br /> �
<br /> R-310 EGRESS OPENENGS SHAL.L HAVE A SILL HEIGHT OF NOT �I --- �g
<br /> MQRE:THAN 44"ABOVE THE FLOOR WlTH A MfN OF 5.7 SQUARE SE�LEDGER 2X2 WOQD N $�
<br /> FEET,A MIN WIDTH OF 20"AND A MiN HEIGNT 4F 24". DETAILS PICKETS AT 5"OG � C'�
<br /> ABOVE RC�QFlNG MATERfALTO BE '�'
<br /> R-314.3 EfVTERCOIVNEGTED SM�KE ALARMS SHAL�BE INSTALLED MI�ROOF°�JNDER SH(NGLE°VENTING TO Tl16"OSB RrJOF COMPQalTIQN OVER 30LB FELT �
<br /> IN EA�uN SIEEPING RQONi, iN l'HE iMMEDIATE V!C{NfTY OUTSiDE 5(4X4 WOOQ DECKfNG WITH F�ROVIL��IfiJW�R ATTIC�JENTiI��?TION. SHEATHING.SD AT 6" �
<br /> i. �/ OC AT EDGES AND � \'�
<br /> EACH SLEEPiNG RREA AND�N EACH STORY. (2�$Q Al"EaC;H JQIST '� /� �
<br /> \� 12"OC AT F{ELD �'-.� / U -
<br /> R315.1 CARBCJN MONQXIDE ALARMS SHALL BE lNSTALLEQ 2X8 PT JOIST - 2X�LKS a �' ROOF Tt7 TOP PLAT� �/ �
<br /> OUTS{DE EACH SLEEP{NG AREA IN THE IMMED{P:T�V[CINITY C3F ���blC �LK�
<br /> THE E3EDROOMS. - �, COP�NECT{UN PER � �
<br /> 5/4 X 4 DIAGONAL 2.�� � 2X8 RIM �.�Ql�ll �� �' ��Z{��S s � , . �?--�� SW SCHEQULE _
<br /> ,J { � <__L_�.�1 � � '�
<br /> R-308.4 SAF�TY GLAZiNG i5 REQUIRED AT ENCLOSURES FQR gRACE FROM i ���G �'�tO�i "(�QlJS � �
<br /> TUE3S AND SHOWERS AND WHEN PLACEQ WITMlN 24"ARC�F ����-��W���
<br /> ElTNE:R VERT(CAL EDGE QF DOOR Af�1D GLAZING l5 L�SS THAN � �4X10 PT BEAM WITH �R-�i � s 7� � -
<br /> 6Q"AE30VE FLOOR. �12"MAX CANTtLEVER , V�NTED 2X fNSULATiON BAFFLE WITH 1"
<br /> 5l4X4 GLEATS pVER POSTS 'Jr �IiL'7 ���' �� � M{�J AIR SPAGE�'�EXTEND
<br /> EACN SipE � r�, BLOCKlNG �-
<br /> M-1503 RANGE HOC3D SHALL DISCHARGE TQ TNE OUTDOORS TO 12"VERTlCALLY ABUVE
<br /> THRC�UGH A SfNGLE WAL�DUCT THE DUCT SERV{NG THE HOOD I �R(�����`� LIN�� SOLtD TIGHT FfTTlNG r-�
<br /> � HEADER lNSULATION �
<br /> SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT BLCjCFCING(NO VENTS) C PER PI.AN �C �
<br /> 4X4 PT PQST � 2X6 WALL (� �
<br /> AND SHALL BE�QUIPPED WlTH A BRGKDRAFT QAMPER. �2 X 12
<br /> 6X6 FOR POST ��N��E-�� SHEATHING F R A M(N G r- �
<br /> R319.1 BUILf�tNGS SN/�LL HAVE APPROVED ADDRESS NUMBERS, pV���� �� FOQTING 12" NOTE:GABLE ENQS THAT ARE DERECTLY UP AGAINST PER SW a�1�'"�� � �
<br /> MIN SIZE 4 IN WITH 1/2 IN STROKE AND CONTRASTING �ELOW GRADE 5 F T�E T B A C K S H A L L H A V E N O G A B L E V E N T S. S C H E D U L E � �
<br /> BACKGROUND AND VISIBLE FROM STREET. TYPICAL RO�F T�U WAL,L �
<br /> �y �/ r� '` �.��� ���RM�,��7 ����i���d�� �[��� � °�.,
<br /> DEafGN CRlTERIA c� � �� T I ��CA� DE�� ���TItlN � �
<br /> � �
<br /> \"� 5 FT PR{JPERTY LINE SETB�C� �� A�D H�AD�� S�CTIt�N � �
<br /> � �
<br /> FLOOR LIVE LOAd AO-FLOOR DEAD LOAD 10 �
<br /> ROOF'LIVE LOAD 25-ROOF DEAD LQAD 15 � �
<br /> THE�REATEST RtSER HE(GHT WfTH(N ANY 8D NAILS AT 6"�JC PERIMETER NAILfNG TO SOLfD �
<br /> WfND SPEED 85-SE(SMIC CAT. D F�fGNT OF�TRIRS BHALL NOT EXCEED THE PARALLEL OR �'
<br /> NAlLENG TO LEDGER BL�CK6NG.SPACING
<br /> SMALLEST BY MORE THAN 3/8" \ PERPENDICUL.AR p���Fr�INi�T=t� BASERLATE NAILINr � �
<br /> �� ROQF FftAMiNG D�UBLE JQIST AT EAGH STRAP PER NAIL[NG C7�FL.C��R PER SW SCH�I��1t,�
<br /> / TIGHT FIT 50LID �� PLAN WlTH�G2UAL NUMBER OF �
<br /> � MIN HEAD CL�ARANGE BLOCK{NG �, - - - - - - - �lAPHRAGM �
<br /> HANDRAIL 34-38° �[p gE 6'-8" NAlLB TO WALL FRA[vIING AND JQISTS. �
<br /> ABOVE STAiR NOS� \� .`_ yj DQ NOT NAiL INTO END GRR{h!. 3/4"FL�O�R � F""
<br /> 1/2",ANCHOR BOLTS AT #4 VERTlCAL�T 48"�C. '�
<br /> 72"t�C VUITH 7"M!N iNTO BTAfR TREAD _'�`�� � �LOOR YQ TOP PLYW�flD
<br /> �XTEND 1A"fNTO STEM � BASEPI.ATE NAILING ��' �'---- _ \ // �
<br /> r o�� PER SW SCHEDUI.E � 1 °} u"'" �
<br /> �TEM WALL.2 BOLTS WAI..LAND� INTO � PER R-311.5.3 � \ �i� r���R RI.ATE CONNEGTkON �
<br /> MlN PER SfLL PLATE FQOTING WlTH \ � � /r i�Y�aiI�JC?D ,�
<br /> WITI-I A MAX 12"AND 1X8 RfSER �` � FLQ�R JQISTS y � PER SW SCHEDULE
<br /> STANQARD HOC1K. �.,, 2X LEDGER, BLOCK, �q�EPLATE
<br /> MIN 3.5"FR�M EACH SHEARWALL PER RAFT�R OR TRUSS W{Thi �� (���� FLOQR JOlST FLOOR JOIS`�
<br /> ..
<br /> 2X12 STRlNGERS(3) SCH�DULE NAILING
<br /> E(�lQ.WASH�R TO BE � (2}16D TO EAGH STUD ��R sW � i PER Pl AN PER PI_AN
<br /> 3X3;<1!4"tv)fN. ����� MECHANICAL
<br /> �� MEN RUN 10° CONNECTfON SGH�DULE „ -
<br /> �� FLOOR TrJ STAIRS FLQOR JOiST �PERlMETER NAE�S �I�a���� ��pq�t-�O TOP ��
<br /> MAX RISE 7 3!4° RIM J�[ST LOWER WALL TQP
<br /> �. °'� PER SW SCHEDULE PLATE OR MUDSfLL
<br /> �� UPJBALANCED � '�., 2X DRAFT STOP BLOCK4NG �--��` WALL�RAMING OR PLATE CQNNECTfON
<br /> I I (—I � �`� BACKFlL.L MUST gETWEEN STUDS SEE DETAIL(62)FOR S1'RAP BEAM f�R MUDSILL PER SW SCHEDULE �
<br /> —I I I—I I ( �'� � ` NOT EXCEED 4 FT CQNNECTION:IF APPLICAB�E PER PLAN
<br /> I I I—I I I—I .'" �'i \ AND MUST NOT ��2X4 STIFFENER --, � �-. t
<br /> I—I I I—) I I �:� :. _ sE c�EA�rER TYPI�AL PARALLEL flR �. �`����..��� ������1L�VER _ TYPICAL SECOND (,/�
<br /> , TMAN 45 DEG
<br /> ���—)��—� . �` � s�oP� � PERPEN�ICU�.AR L4VVER �� WiTi� �HEA� �F�A;�ISFEF� ��� FL..QOR J�IST SECTIUN °"�"
<br /> I=I I I=I I I �:; "; � �4 T�rPICA� sTAIR sECT�oN B3 � io �
<br /> — �� �aooF -ra wA�.� coNN� � � �
<br /> — — ��
<br /> I I I—I I I—I : S-��M W,���-�O
<br /> I—I I I—I I I -_: ''. HAV�MiN 1 �►A-�
<br /> � �( I I—I I I ( ` y i TOP AN� B�TT�M 1/2"ANCHOR BO�TS AT 72°OC � �
<br /> _ {I--I I I=I I ( '. '. S O L I D O R k-J O f S T ��
<br /> 1 i 2 A N C H O R B C��-7 S f>,�:�7 2"O� B A S E P L A T E N A E U N G 1/2"A N C H C 7 R B O L T S A T 7 2"O C
<br /> c,C7 3/4°SUBFLOOR NAiLED WfTH 8Q AT 6" g�,OCKfNG PER RIAN WITM 7"MIN INTQ STEM WALL. � �"
<br /> _, ;� — _ W1TH 7"M[N INTO�T�M WALL. PER 8W SCHEpULE � VHITH 7"MIN lNTO STEM WALL.
<br /> �� I I (—I I I I = O G A T E D G E S R N D 1 2"O C A T F I E L D 2 B t a L T S N 1 i N P E R S I L L P L A T E „
<br /> � I—I I (—I I I .-�. ' WITM A MAX 12"ANC7 CvtiN 3.5" �"CONCRETE SLAB 2 BpLTS MW PEf�Si�.�.r�l,�.TE #4 VERTICAL AT ` 2 BQl�TS MIN PER S1LL PLATE (�. y�
<br /> � ( I I—I I I—I F ° ;::I I— FLOOR JOIST W(TH A MA7C 12"AND MItV 3.5" 4g°OC. EXTEND FLOOR TO TOP t WlTH A MAX 12"AND MIN 3.5" I�� "'�°
<br /> e�, FRQM EACH END.WASHER TO ,
<br /> � �r Q-} PER PLAN BE 3X3X 1/4"MIN. #4 VERTICALAI'48" FROM EACH END.WASHER TO 14' INTQ STEM PLATE C�NNECTlON FR()M EACH END.WASHER'FO
<br /> � I—I I I—��I-::�` :^ � I �— � BE 3X3X 1!4"MIN. WA�.L ANI�3'lNTQ PER SW SCHEpULE ` BE 3x3X 1/4"MtN.
<br /> � I I I—I I (—I ',y �- ( I- I I (— BEAM PER PLAN --_____ 5/4X4 Ci.E�,TS EACH SIDE �C. EXTENp 14" \ FOQTING WlTH 1 � � '�
<br /> tNTO STEP/I WALL
<br /> I—I I I�I I I .: �.v� I I—I I I _ 4X4 POST � MEN 901b FELT OR , STAt�DARD H04K. pRESSURE
<br /> �, PR�SSURE AND 3"INTO PRESSURE
<br /> III=III=I:=.: ��;II III=III= P�-PaST \ T�����D -~�
<br /> TREATED FOOT{NG WITM TREATED � FL04R JQIST � �
<br /> 6 MIL BI,ACK VAPOFt � PROVlDE A23 POS[TiVE MUDSILL-TYPICAL ` STANDARD HOOK. i�9U�51!L r(PICt�L MUDSILLTYPiCAL ��
<br /> I—I I (—I I I °: .``; I I I—I I I—I I I BARRIER THftOUGHOUT � �� �� 4"C�NCRETE SLAB #4 VEt�TICAL AT �
<br /> I��_���_� ;_:_ ;..,- I=���_��I=I I �(��— �CQNNECTIQN , . �:. �' f 48"OC. EXTEND �
<br /> CRAWLSPAGE �::, °.-.__..:. , i—_ •. .. Z:
<br /> I—I I I—I I I �.;. .'�" I I I—I I I—I I I �, �; ;.: � G u • ..Z,...:P °',s. �' �� „
<br /> 14 tNTO STEM
<br /> -__� � � � . : " �a �� " ��� STEM WALL �� ;��, - WRLL At�D 3"INTO
<br /> I I I—I i I I - �I I=I I I—I I I=I I I—I I I 12"�,!►�R�Q�IR�� �_ � ��_� S��M�,A�L — _� � $� S���,�N�LL = :; � � _ �� � �—I I I.' �� �
<br /> — :;� _ — -1 ( 1-1 I - �ro MavE I I ( _ -ra HAv� — �-? -rc� HAv�
<br /> �I I I��I I I `.� :..�I I I—I I I—I I I = B�-�w�EN BE�� — � �°� _ ��� � �� sp°N AR�MOOK.
<br /> „ �f� � ���� =I I I�, �;� �I I I=I I �I� ,�AT —1I—I -.� I I I= , I � �MiL BLA�K ��EN � �A� ��,.� ::� ,�
<br /> I I I I I I I I I—I I AN��RaUNQ. ,8 --- — � r VAPQR sARRfER TO�AND — �. I I I—
<br /> � I I — v� �'e��'Y�° - I I—I I i—I I I—i M��,����I�E� I—I i I—I I I=I I t�I I I—I I I—I I I �QP R�D — : .�-.I — i -�O�A�D i — , �Qn�,� ;-- _
<br /> — � TH(S FOUNDAI"ION BETtNEEN JOISI"S BOTTOM � � —I B�TTOPA � I. , ( I—I I :';v.'I;, �; �:'I=I I I
<br /> _ = I I W���,S Q�SIG�,�p I I I=I I I—I I I=1�=I I I= I I I = _�•, I I I I—I I I °`:_ " �_ I I R-,n R�GED
<br /> g�� PER R404.1.4 WETH AND GROUNp. —I — �C�NCRETE � II—^ ' II- � ��_� •-611� ' �- INSULATION WITH 4" � —� I 6M(L�IAGK
<br /> � , �6„ � VERT AND 24" I-s°
<br /> 1'-3" ���L��Q'�•�.1(`} PAD PER PI.AN �•_3�� ,--r-s�� HORlZ OFt 24"VERT. VAPOR BARRIER
<br /> r-1`-3"
<br /> FCIUNDATION WALL TYPIC�L CRAWL SPACE �' TYPICAL FOUNDATIUN � TYPICA� FC�U�IDATIO�1 WlTH � TYPI�AL �C�UNDA71(JN TO
<br /> � �� , �4� '�� AT GARAGE FLQ4R �� INSULATED SLAB FLQC?F� L'_'� �LOC}R JC�I�T SEGTICJN
<br /> SECTIC?N � �
<br /> A5 4-6 TO S IN H�IGHT. � BEfaM �
<br /> �� �
<br /> ����� �� �������
<br /> . . ���l�U'��� ��� �����`�
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