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<br /> ` CENERALI�OTES �
<br /> Fi�O�ING MATERIAL Ta B� �
<br /> ALL CC?NSTRUCTIQN SHA�L COMPLY WITH TNE 2015 INTERNATIQNAI.RESIDENTIAL ZX8 PT LEDGER AT WALL WITH 1!'l X 4" MID FtOOF"UNC}ER 5M1NGE.E"VENT�NG TO COMPOSfTION OVER 30L6 FEL,T U � �
<br /> ' STAGGER�Q LAG 80LTS AT 18"QC INTQ RIM � PROVIDE LOWER A'1'TIG VENTILATION. 7/16"OSB ROpF .
<br /> GODE,2015 INTERNATIONAl.BUILDING CODE,AND THE 2015 WASHINGTON STATE �p1S7.tAG BO[.TS SHALI.BE 2"FROM TOP t?R 4X4 SUPPQRT POST SMEATHING.SD AT 6" � �
<br /> �N�RGY CODE. RIM JOIS7 '\ QC AT EDG�S AND, � � �
<br /> � BOTE'OM AND 2"TO 5"FROM�NDS OF l.�DGER ; �`� � / • + .
<br /> �. �'='� SOLI�TIGHT FiTTING ��`, 12"OC AT FIEI.D � (f} �
<br /> R-408.2 (WAC 5'!-�1)UNDERFLOOR VENTfLATION REQUIRES 1 SQ F'f OF N�.7 FRE� INSUlATIQN
<br /> SlDING ` � BLOCKING(NO VENTS) S�,� �
<br /> CRDSS VENTtEATION FOR EACH 3Q0 SQ FT Q�UNQERFLOQR AREA.COV�F2Ep, � ! ��-� , H1 ROOF TO TOP � � PER ENERGY °�
<br /> ���� � �'�. �\. PLATE CONNECTION�'�.. l 1 INFORMA7ION ^�-.°'"� �
<br /> iE� METAL FLASHING DTT2 CONNECTQR � �
<br /> R-408.4 UNDERFLQOR ACCES5:MINiMUM 18"X 24"CLEAR ACCESS 7Hf20UGH �_ � ti AT EACH TRUSS PAGE � �
<br /> �� �. . (`;-�.�-:I , -''� `' �" � �� �
<br /> FLOt}R,MfN'fB X 24 THROUGH EXT WALL. ��„�,..-`' i �- -
<br /> ---- - = VEN7ED 2X '�-'"� �'°� �
<br /> R-317.1 WOOD FLOOR,lOIST Ci.OSER T�iAN 18"ANQ WUC3D GIRDERS CLOSER THAiV o , o 0 0 0 o a INSllLA710N P�R ENERGY BLpCKING �s
<br /> • ° ° ` ° ° ° ` INSULATIpN BAFFLE WITH 1" �
<br /> 12"FR4M TH��XP�SED GROUND MUST BE PRESSURE TREATED. e°^ , ° e �°, ° ° e°^ .�= 9 �°, �t '� INFORMATiON PAGE / CLy ",; `
<br /> / ?�� �,-� . M!N A1R SPA�E 70�XTENE3 , 5��
<br /> FAS�ENERS INTO OR IN GONTACT WITN PRESSURE T�tF..f1TED OR FIRE R�TARDANT LUS28 'f^� �--- --•�--- R!M JOtST �J HEAAER PEFt PLAN TO 12"V�RTCCALLY ABC?VE � � �
<br /> TREATED WOOD SFIALL BE OF HOT-DIPPED GALVAI�!lZED STEEL,STAINLESS STEEL, - •�N� MSTCa8 OR(2)Hl-f4 � � �"'��-���"� __�%�' INSUtATION �
<br /> SHEATNING PER �I
<br /> $ILICON BROfdZE QR COPPER.EXCEPTION.1/2 WCM DIAMET�R OR GREATEf2 ST��L `��' AT TWO l.00ATIONS TO ( � �
<br /> BOLTS. CONNECT FLOOR SOLID B1.�CKING �X8 D�CK JOISTS NOTE:GABI.E�NDS THAl'ARE pIRECTLY UP AGAINS'f �w SCHEDUL�
<br /> DIAPHRAGM TO€�ECK JUISTS 5 FT SE7BACK SHALL HAVE NO GABL6 VEI�TS � 2X6 WALL FRAMING AT 16"OC �
<br /> R-80fi.2 ATTIC VENTILATtON REQUiR�S NET FREE CROSS.VENTIL�4TIQN 1/15Q OF .
<br /> ATi'lC AREA.OR t1300 kF 40-5Q PERCENT IS UPPER VENTIL:ATIUN.VENT�tJ BLOCKII�G
<br /> AND GABLE EN�}VENTIf�G IS f�OTALLOWED WHEN1"HE EXTERiC?R WALLlS 5 FT.OR ._ ROOF OV�RHANG INT�UDING INTQ TYPICAL ROOF TD WALL
<br /> LESS FRpM TH�PROPERTY LINE,OR WHEfV THE FAVE OR OVERf-iANG IS LES5 THAN �4� DECK C4NNEC"I`IUN T.C3 WALL �D3 4X4 DECK RAILING POST SUPPQRT D2 5 FT PR4PERTY LINE SETBACK ��) AND.H EADER SECTION
<br /> 5 FT�ROM TH�PR�PERTY L.INE.WHEN APPLICABLE SE�R2 J �.� �� ._/
<br /> R-807 A71'IC ACCESS R�QUIRES 22"X 30"M1N CE.EAR OP�NING IN A READII.Y
<br /> ACC�SSiBL�AREA,30"MW f�EADROOM,INSULATE AND WEt17NERSTRiP
<br /> R�OF TO WALL �`'�" 1 HQUR FIRE PRO'TEC'i'I�N
<br /> R-310 EGR�SS OPENI�IGS SMALL FiAVE A SILL HElGHT QF NOT MORE THAN 44" 8D NAII.S AT 6"�C PERiM�T�R PROVIdED BY 5/8"GWB AT BATT INSUTATION PER BATT lNSULATION PER
<br /> FlASHING ENERGY iNFORMA"CION PAGE
<br /> ABCIVE THE FLOOR WETH A Mlf�QF 5.7 SQUARE FEET,A MIN WIDTH OF 2{l"ANC}A MEN NA1k.WG 1"O�EDGER AL.L SlDES ENERGY 1NFQRMATIaN PAGE
<br /> NEIGN`C OF 24". �\ PARALI.EL UR .
<br /> TlGHT FIT SOI.ID \ I PERPENDICULAR �� NAILING TO SOLID BLOCKlNG.
<br /> R-314.3 WTERCQ[VNECTED SMOKE ALARMS SHALL 8E INSTALl,�D(N EACH SLEEPING BLOCKING � �. RQOF FRAMING '18"MAXIMUM ENCROACHMEN7'WTO SPACINCC PER PERIMETEFt
<br /> 5'SETHACK.TMIS WIQTH fNCLUD�S
<br /> ROOM, IN�'HE IMMEDIATE VICINITY OUTSIDE EACI-1 SLEEPING AFtEA AND ON EACH � � _ - -- - - -�-;�- -- � NAILING OF FI.00}R DIAPHRAGM BA5EF'LATE NAILING
<br /> STORY. - �. �i;��--��.. � �,�.� TRIM,�WISHES,EAVES AND ' r PER 5W 5CHEDUI.E
<br /> RASEPLAT� NAILING � �`1-- - - UVERHANGS.'! HOUR MINIMUM FIRE E -
<br /> SM�KE DE7�C70RS SHAI.I.BE INSTALL�D N�T LESS THAN 31=T HORt�ONTA�LY P�R SW SCFIEDUL.E �' 1���` RESIS7lVE C�N57RUGTIQN.
<br /> y ��"��-�.,. RIM J015T \ 314"FLOOR PI.YWOOD
<br /> FROM THE DOC?R OR OPENiNG QF A BATMF200M TNAT'CONTAiNS A TEJB OR � ' 3/4"FLOOft PLYWQC}C7 .
<br /> SHOWER. Ft394 � 2X LE�G�R,BLOCK, I W �� �
<br /> SHEARWALl.PER ' pq��ER OR TRUSS WITH RIM,J015T �
<br /> lONl7ATIQN SMOKE ALARMS:SHALI�NQT BE ENSTALL.ED LESS THAN 20 FT SGH��V�� \ � �LOOR JO1S1' �� FLOOR JOIST �
<br /> . �_N� (2}16Q TO EACH STUD P�R PLAN a
<br /> HORIZONTALI.Y FROM A PERMAN�NTLY iNSI'ALLED COOKING APPL(ANC�. __ •�- p�R p�� �
<br /> �� �
<br /> �.
<br /> �LOOR JOlST �'�', . \ PERIMETER kVAILING �. `�'�
<br /> [QNIZATION SMOKE AI..ARMS WITH AN ALARM-SIL�NCING SWITCH SMALI.NOT S� ���z `� WALL FR,qMING �
<br /> ----.�! P�R SW SCHEpuL� BATT INSU�A7[ON PER FLQOR TO 1"OP ��- FLqQR TO TOP
<br /> ENSTALLED LESS THAN �0�T HORlZONTAL�I.Y FROM A t��RMANENTLY fNSTALLED - BASEPLATE NAII.ING
<br /> COOKING APPLIANC�. ENERGY INFQRMAT4�N PAGE PER SW SCH�DULE P�TE CC}NN�CTtQN PLATE CONN�CTlON W
<br /> . ( PER SW SGHEDUk.E P�R 5W SCHEDULE �
<br /> PHOTO ELEC7RIG SMOKE ALARMS:SHALL NOT B�lNS7ALLEQ L�SS�HAN B FT TYPICAL PARALLEE: �R WALL FRAM�NG W
<br /> HCJR#ZONTALLYFROMAPERMANENTl.Y1NSTALL�DCOOKINGAPPLIANCE. (�ERPENDICULRR LOWER �I$" CANTILEVER INTRUDING 1NTQ _� - TYPICAL UPPER FLOOR
<br /> R315.1 CARBON Mt�NOXID�ALARMS SHA�.L BE INSTALLED OUTSiDE EACM SLEEPIIVG � ROQF TO WALL CCJNNECT(ON C� 5 FT�PROPERTY 1.INE SETBACK C2 CANTiLEVER UPP -R O � �� � C1 -
<br /> � � C� ����' ��.� ��a���� J415T SEGTI�RI
<br /> AREA IN THE IMMEDIATE ViCINiTY OF TffE BEqROOMS. ,.,,e,���nn nrrni nr�nr_�ni p� o
<br /> STRUCTUi�F,L REQUi'rZEMENTS OI�lLY PER
<br /> R-308.4 SAF�I'Y GLAZlNG ES REQUIRED A7�NCLOSURES�OR TU6S AND SHQWERS -� - �--- --•--��••�V�^^���
<br /> ric i c v9ENT".
<br /> ANR WHEN PLACED WITHIN 2�4"ARG aF'EITHER VERTICAL�DGE OF DQOR AND ' �2° MIN REQUIRED 3l4"SUBFLpQR NAILED WIl'H 8D AT 6" BAS�PI.ATE NAfLIf�G JQ����� ��T� vI?��j
<br /> GI.A�ING IS L�Su THAN 60"A�OVE FLOpR. S�TYVE�N BEAM AND OC AT EDGES AND 12"OC AT�IELD PER 5W SG�iEDULE �ILING TQ 5UL[D BLUCKING, BASEPLATE NAILING
<br /> GROUND, 18"MIN 5F'AClNG PEK PEFiIMETER WA�L FRAMING ��V����/�C� �Y��N�� PER SW SCN�pUL�
<br /> M-1503 RANG�HOOD SHALL DISCHARGE TO THE OUT[700RS TH�OUGH A S1NGL� REQUIRED BE'NVE�N I �� � . NAILENG OF F�.00Fi DIAPHRAGM .\ UP�`1"�T�ENGINEERING �!t � WALL FRAMfSVG
<br /> BA7"{"INSUfATtON (2U�j 286�715•servicss u upseE,r.�m ._�..-
<br /> WALL DUCT THE DUGT S�RV[NG THE HOOD SMAI.L HAVE A SMOOTH INTERIOR ,�flISTS AND GRpUND. � / ; ��'�,, Y�?!D 1�S7'AIS4P 11YK NOT f�E J. �ATT INSUL.ATIQN �
<br /> SUftFAC�, SHALL B�AIR TIGH7 AND SHALL 8E EQUIPPED WITH A BACKDRAFT t p���N���Y � / 3/4' FLOOR PI.YWOQD �'� `: � 3t4"Fl.00R PLYWOpD
<br /> DAMPER. SOLIO BLQCKfNG UV�R BEAM � �������IpN PAGE �' PER ENERGY
<br /> , . � 4"CQNGRETE SLAB FLOOR INFORMA'i'fON PAGE \� �,
<br /> , FLOOR JOIST PRESSURE TREATEq / FLOOR JOIST
<br /> R319.1 BUIl�DIN�S SHALL HAVE APPROVER AqL}RESS NUMBERS.MIN aIZE 41N WI1�H FLOOR JOIST l�' PER PLAN SILL PI.�TE - � _ ,/ RiM JOIST !�� P�R PLAN
<br /> 1/2!N STROKE AND CONTRASTIiVG BACKGR�UN�AND VISIBf.E FROM Sl"REET. PER FLAt�
<br /> RIM JQIST ,�• '��'o'' , , r..,.�., ; PRESSURE TREATED � : o
<br /> C7ESlG3V C(�ITERIA, PT POST OR 90l.B PRQVIBE A23 ANR AC4 - !� ' , �� ` . ��°. �,.,
<br /> FELT AT BOTTOM pR APPROV�D _ FLOOR TO T{?P � L� , a � r SILL PLATE ;
<br /> IF Ihf,iIlF FL.O�R TO TOP
<br /> BATTINSULA"fION nr; �l'� • PLATECONNECTl�N r._.r rr��r� I��l, sl����, ��-� dr�°��F-•. � .
<br /> RO(�F L1VE LOAD 25-ROO�DEAD LOAD 15 - _...PqSITIi/�GONNECTIaN 1T_I -11 ..: 1�11 IIr 'ill--T! E �_II.,-:�I{-_I�,I.�j1 ��II���fTT,l-ll •��. °}' PI..ATE CONN�CTION
<br /> Fl�OOR LIVE�,OAD 40-FLOOR qEAC7{.OAD 14 ��I����� PER ENERGY �11=;J.t= ..�' . PER SW SCHEDUL� ,�IIF�-ti�=LTI='.:�. I1�:iIF:.�kll-1l�-11a� a.=�IC`J;:��I-;,III_�. ���
<br /> l •� �I 1�, LI �!_�II, fll�l=1� =114 �l��(I rll-�, r-II� III III-�i-11 ' !, PER SW SCHEDULE
<br /> DECK LIVE LOAD 60-RE�GK DEAD LOAi? 1tl VAPOR BARRIER CONCRETE INFQRMATIQN PAGE (11T.�Ij `.,•'• �t�i;�t'141 j�III���Lrr ': 11 L��1���1]I�����iT�� Q�J �lII��I����Il.�r;�i��1 �,,I; ,
<br /> .� �QOTING >
<br /> `.� Il I1C='ll ifl- '11-1lr �III- (I�tll 3r��li II��f� •�III �HII-'fl_ 1 ',
<br /> �� • �' •"�"'"` � PER PLAN IIJ ,1i1==� Il_(,�II : ��I,�I 1��.11 .,� :. =1f:, IJ]-( 1 ,��.I I!!=� 11=f�.-.�Jlt,_-1I.�.� .'• . � +� �
<br /> WIND SPE�Cl 85-SEISMIC CAT. Q '�� l���f�Tl- �I��,�i�,l' •i, . . 1J-'11�I} II���/' -I��_-:ITI-�11- ... �,d
<br /> ----_...�.�_______' illL��1�iu� .�o _ �i�iilli.�,��1 N . •.� II��IIHI���J�! .��1�f��lll , ",�^. : � �
<br /> �-d.�._`:'_-' o �.
<br /> ��111�=f1f `li�: - •-��-• �..� -�1��ff�=11'=} �=,� `�all'=7f�-1-, ,-- - -;R_r-�.ri=Ga=� ��11, �If...� _ ,_ - -,_I.�=!�=11��'� �4ill:-=(i'=G _�_+ -- �_-Tr�-:-i.�� �
<br /> 4;-111-':II-1�1.�.11--� I.YI ;:.="1=-I!";�Il1--11=-Il�li:-t .��If.�.L'-1II-:f�li'-:11�111-�.Ifi-1� .,�i-f",�: _�;_ ;_.- -�- -� _i ,_�._ �t
<br /> �--�, � "� ,,,, ,��,� ll-LI,._Ip�11.11�--`,-�_II^I III.�I I� 111-:11 ��1L.�1:.�!,�IT�,,�,I�I�ul� i ll.-,�I .,;,� �
<br /> f�1�=1l�-111�{�I �I�-Ill.:�;lll��l��ll--�1--1l4-��ill-i�l- Li �J1�-ilfj ut 111�.�J1�Ifl] -I.L._li._�fl�,�
<br /> CFtAWL�SPA�E BEAM II-:�r ,<<--���,
<br /> FOUNDATION AT F�UNDATION AT � �
<br /> � �UPPURT SECTfON B3 � CANTILEVER LUINER FLOt'JR �B2 GARAGE SLAB F�OJR �� FRAMED FLO(7R J�IST � �.J
<br /> . � �
<br /> � � -
<br /> THE GREAT�57 RISER HEIGHT WITHIN ANY �7R�A���R+f�L- ��v�`-�. CAST-IN-PLACE ANCH�ft BULT TO SE 5/8"X 10"WITH 3 X 3 X MINIMUM COMPR�SSfVE ,p +�
<br /> MSTC66 @ CEN"f�RLIN�
<br /> FLIGNT OF STAIRS SHALi.NOT EXCEED THE THiS DRAWING H�S BE�N REVi�' dED =�JR��a pLAT�WASHERS A?48"OC C�Ft P�R SW SCHEDULE. NO Sl'RENGTH OF CONCRETE [�[ dA
<br /> SMALLEST BY tv10RE THAN 3l8" OF R[M JST AND \� STRUCTURAL REQUIFiEM�NTS C�LY 'E�a ��
<br /> ' � FILL ALL HC}LES w116d �� I,ESa THAN 41(2"AND NO MaRE"fFiAN 12 FROM EACFi ENQ. SHALL BE NOT LESS THAN
<br /> , ..\ TH�AnACHEa RELEVANT pOG JM 31'S•���Mlf��MBEDM�NT EXCEPT AS R�Q�IftED BY SW 3pQa PSI � `�
<br /> !� MIN HEAD GLEARANGE � FGQOR BEARiNG�VA����� �
<br /> HAND�2AIL 34-38" r ' �_ „ _�. CDAT� � � SGHEDULE. �
<br /> ABOVE STA{R N�SE � TO BE fi 8 \ FRAMING . M�CHANICALVI�W�D.RY ���' � �,` 2x TREATED PLA7E � �
<br /> � STAIR TREAD IF STRAP C3VERl.AP IS REQ`D,(14)•16d �ASTENER U�'��A�������������' �QN�R�'T'E FOUNDATIQN ��
<br /> j/ PER R-311.5.3 �__, NAILS M{N SMALL GO 7liRqUGH BQTH p���LE STUDS � {20�}2�O�hlS•8(lNiCi35QU(�9$,co n 1/�/AL.L MAX HEIGNT 9fr"WITH HORIZONTAL:(1)#t�BAR WI7HIN � �
<br /> / � STRAPS.REI.00AT�PI�STC ABOVE G EACH STRAP ( }#4 HORlZONTAL � 1�UtL1 t7�w?'AR9F'1NK FiOr Fi yv. MAX UNBALANCED BACKFI�L `��" .,..�'�12"OF TOP Of WALL R403.1.3.1
<br /> �, REIN�ORCING ROp E N01'7Q EXCEED 48" 6"MW °`�
<br /> 1X8 RISER � ��,�;� FLOOR JOISTS �DGE NAIL SHTG � , ;f[;�
<br /> \ ,.- �;;+; CENTERLfNE IF REQ'D. i,� CUNCRETE SLAB DATE:
<br /> �, r<x.. 9 �� �
<br /> �"'��1L __._... UNO �__.__ ,,,�-L-. .f': #�VERTICAL @ 48 ON CENTER PER
<br /> 2X12 STRiNGERS 3 k ��'��-_ ��-'.��- ,--•; �T� ` . �.�'�:-� 6"WALL MAY 8E USED WtTH
<br /> ( ) = �---• `i��i11=�111 SECTtON R403.1.3,1 MW 14"lNTOSTEM
<br /> { �3 MECHAN1CAL .-� � \' � �;,,���-.,�� MAX HEiGHT 54," ,-�-f 171-�1i-1�:-I T ;�� :
<br /> ` l//� COIVNECTIQ(�! � ..��'�"=�. °'` ', u'`�•� ���-11:,�I11=_IJ-1L' •r� WALL AND�1'ANDARI�HOOK PER
<br /> �-iii_TIT.� a--�.s-��-_'��..VAPOR BARR{ER � •i_�.11I=� 8�2/2���
<br /> � / FLQOR TO STA9RS LDOWN f.�1-�1F�-L-f -:11-1�: (1}#4 REBAR REQU1REi?AT I rr i�-=1 -�'--:� :.. �
<br /> MIN RUN 1Q" =�/ !�( I J11-1r-� -," ! _�I�Ii!-l1�I1= ,� SECTfON R608.5,4.5 .
<br /> Hq 4„ GRAV�I--� - ��.=-i�� „ ��-,''�II_ITi_I�;.
<br /> MAX RISE 7 3(4' ��� P(�NY WAI.L CQNSTRUC7I0{V. � --'PER PtAN �,, FOQTING WkTH MIN 3 FRdM -+JI-1L--_-' MIN 17 X 6 CONCRETE
<br /> � � 1/2"GWB UNDER STAlRS „ ii. 111-,�T1=11 '. o' '.
<br /> � � 2x6 MATCH ABOVE @ 18 o!c 16 X 8 �UN71Nl10US 7�HICKENEQ BQTTOM OF P�OTING R443.1.3.1 -iT(-1��-111= •. -p, �"'�`----,�pOTING MIN 12"BELOW �H� ��g;
<br /> �� /� I�ill_=lk._..',�"_. _n-_n,--ir.�
<br /> \ 2X DRAF'T STOP BLOCKIIVG SHEAF2WALL SPECIFICATIONS SLAB UNpER BEARING WALI, i�-?:J11�;�II�LI4i;T711Z::�:.-;ill�'r��T=711� GRADE
<br /> '� RETWEEN STUpS FRQM SHEARWALL A6�VE =UL,.L�IIz�
<br /> ' '�;;n.�' AL�STEE�TD BE GRADE 60 ALE�FOOTfNGS TCl BE PLACED ZO�}�
<br /> 3l4"-1 1/4"NOSING 2X4 STIFFENER
<br /> ON BEARING SQIL
<br /> CC�NCREfiE THICKE(VED q� TYPICAL CONCRETE FOUNC3ATIC�N 8 C?R 6 (NGH SH�ET:
<br /> A4 TYPfCAL STAIR SECTION A3 Pa[�Y WALL WITH SW / H�LD J�1VN q� �� t }
<br /> � �� �.� s�aB FoaTi�v�
<br /> � �ifiY �� �������
<br /> ���J��I�I��o ���� �����`� �
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