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<br /> � �
<br /> GENERRL NOTES LLJ �
<br /> 2K8 PT�EDGER AT WALL WITN 112 X 4"
<br /> ALL CONSTRUCTION SHALL CC7MPLY WIiH THE 20Q9 STAGGERED L?,G BOLTS AT 18"OC INTO RIM � � �
<br /> INTERh�ATI�NAL RESlDENTIAL CODE,20D9 INTERNATIONAL JC)iST. LAG 80LTS SHALL BE 2"FRC.�Nt TOP OR J ,,� �
<br /> BkJ(LDWG COQE,AND THE 20Q9 WAS}-iWGTON STATE ENERGY BOTTOM AND 2"TO 5"FROM ENDS C3F LEDGER � � �„�
<br /> CODE. SIQWG m � �
<br /> R-40$2 (WAC 51-51)UNDERFLOUR VENTILATION EZEQUIRES 1 SQ �.%'f FLOOR JOlST PER PLAN
<br /> FT OF NET FREE GROSS VE�iTILATION FOR EACFI 300 SQ FT C�F ��-'� hJtETAL FLASHING -
<br /> Ut�lQERFLQC?R�1REA COVERED.
<br /> �cs
<br /> 2X4 FRAMED WALL
<br /> R-408.4 UNDERFLflOR ACCESS:MIN(MU€vl 18°X 24"CLEAR �'�TAT������-�J��E�VICES •
<br /> PO BOX 952 LYNiV�'✓OGTJ,�VA 9804G �
<br /> ACCESS THROUGH FLOOR,MIN 16"X 24"'THRQUGt-i EXT WALL. (246)28415715 Upstatepn�ir�r(��,aii,cm� /� ��j�
<br /> STRUCT`�'�.�I,T�`�J�i1�I Z���AIR SPACE � i p
<br /> R-317.1 N/4�D FLO{�R JC1lST GLOSER THAt� 18"AhID�,tVOOD THI�DRAWINGHAS BEB��R�`�'�,*!� � d '�/ '�s(J�
<br /> GIRDERS GLOSER THAN 12"FROM THE EXP08ED GROUND MUST ��ST�'������Q�v=''+T;�nN1. 8"C4NGRETE
<br /> MSTC28 OR{2)HTT4 PERTHBATTACN"._cDLETT�R.�t^/�*t FOUNQATION WALL
<br /> BE PRESSURE TREP,TED. AT T�NO LC)CATIONS TO
<br /> CONNEGT FLOQf2 ��*� �� C DAT� � ' / G
<br /> R-806.2 ATTIC VENTILATIQN REQUIRES 1 SQ FT C�F NET FREE DIAPHRAGM T(7 DECK J41STS �� s��'��: f�/YC-t��(,0 �NC� � `�{"O�� C,.C� �
<br /> CROSS VENTiLATfON FOR EACH 150 SQ FT QF ATTIG AREA. ���'���B�� P
<br /> .���__._.___,_...o �'DQ,/Z. ��c� • M
<br /> VOI9 F]rTHOUT OR?G � ,_ ..,s�ti
<br /> R-807 ATTIC ACCESS REQUIRES 22"X 30"Mfi�CLEAR OPENl�lG fN o�_s�_sTrr+.� t c 1 ^ .-� _ �
<br /> TYPI�AL BA�EMENT
<br /> �o
<br /> A REAQILY AGCESSIBLE AREA. 3Q"M1N HEADROOM, II�lSULATE /� ��� WALL SECTIUN �
<br /> AND WEATHERSTRIP 2X�RAIL �� `"
<br /> O
<br /> R-310 ECaRESS QPEf�IINGS SHALL H?,VE A SILL HEIGHT QF Nt�T
<br /> MORE Tfi,�N 44°?,BOVE THE FLOOR VV(TH A N11N QF 5.7 SQUARE SEE LEDGER 2X2 VU4�OD cv �
<br /> FE-T,A MIN WIDTH OF 20"AND A M(�! NEIGHT OF 24". DETAILS PICKETS A,T 5"OC � • �
<br /> p,ga�� FZOOF SHEATHfNG FULL HEBGHT TIGHT FiT TFZUSS BLQCKING ROOFING MATERIAL TQ BE �
<br /> R-314.3(NTERCONNECTED SP�RQKE ALaRMS SHALL BE INSTRLLED PER NOTES �Y TRUSS MFGR,OR F1ELD BUILD�NlTH M(p(�C}pF°t.lNDER SHINGLE"VENTING TQ 711�°OSB ROOF Ct7N1PQSITIQN OVER 30LB FELT �
<br /> I�t EACH SIEEPf{VG ROOIVI, IN THE IMMEDIATE V(CWITY OUTSIDE 5d4X4 WOOD DECKl�IG V+IiTH 2X4"S&TP39 AT ALL CORI�ERS PE:OV(DE LC?WER ATTlC VENTILATI(�N. SHEATHI�lG.3D AT 6" \ �
<br /> / OC AT EDGES ANQ �� �'� o
<br /> EACH BLEEPING AREA AI�D Ot�EACH ST4RY. (2?8D AT EACH J41ST t� � �� 12"OC AT FIELD ��, �` � U
<br /> R315.1 CARBfliV MONOXIDE ALAftMS ShiALL BE INSTALLED 2X8 PT JOIST 2X BLKS � MFG TRUSS � R40F TO TOP PL/aTE \\' �
<br /> � �
<br /> QUTSiDE EAGH BLEEPII�G AREA[N THE IMtv1EDIATE VICINITY OF � (� (
<br /> / � CONNECTION PER � n � �� 1 1 1� (� �
<br /> THE BEDROOMS. '_I � 2Xg F2�M � SW SCHEL ULE �' � �
<br /> 5t4 X 4�IAGONAL � ���� �I T4P PLATE _ `� �
<br /> R-348.4 SAFETY GLAZENG IS RE4�UIRED AT ENCLQSUftES FQR BRACE FftOM � CONNECTION - �
<br /> TUBS APID SHf)�NERS AND'NHEN FLACED WITHIN 24"ARC OF BEAM TO WALL � � �
<br /> EETHER VERTICAL EDGE�F DOOR AND GLAZING IS LESS THAN PEft SHEAR�JUALL � i _
<br /> 47C10 PT BEAM WITF{ SCHEDULE � IPlSULATION BAFFLE WITH 1"
<br /> ^00"ABC)UE FLOOR. 514X4 CLEATS � �������ANTILEVER � VENTED 2X f � MiN AIR SPACE TO EXTEND '
<br /> EACH SlQE Q�E�PQ��� DpUBLE TOP �- BLQCKING / �- TO 12"VERTICALLY ABOVE
<br /> M-15Q3 F�ANGE H04D SFiALL DISGHARGE TO THE QUTDOORS SOLID TIGHT FITT6NG / C_,
<br /> THftOUGH A SINGLE WALL DUCT THE DUCT SERVING THE NOOD PLATES OF ������EQ�
<br /> SHEAR�NALL BLtaGKIC�iG(NC?VENTS) C- HEA�ER � ��-- �
<br /> SHALL HAVE A Sh�IOOTH INTERIQR SURFACE,SHALL BE AIR TIGHT 4X4 PT PC7�T C?R BEAM PER C
<br /> AND SHALL BE EQU(PPED�NfTN A BACKDRAFT DAP✓1PER. �2��2 PER PLAN ` � 2X6 N1ALL ('^� '�
<br /> 6X6 FOR PQ�T PLAN SHEATHING � �RAMI(�1G � �
<br /> CONCftETE NOTE: GABLE ENDS THAT ARE D(ftECTLY UP AGAlPIST
<br /> OVER14 FT PER SW AT 16"OC Q
<br /> R3�9.1 BUILQINGS S}-tALL HAVE APPRt�VEa ADDRESS NUMBERS. FOC)T4NG 12" 5 FT SETBACK SHALL HAVE NO GABLE VENTS.
<br /> MIN 81ZE 4 W WITH 112 lN STROKE AND CONTRASTING SELOW GRADE SCHEQULE � �
<br /> BACKGROUND AND VISIBLE FR4M STREET. R�QF TRUSS PERP�IUDICUIvAR TYP�CAL RC�OF TO WALL � '`�
<br /> �C70F C?VERHANG iNTRU�ING INTCJ ' tSa
<br /> DESIGNCRiTERIA 8 X 1� TYPICAL QECK �ECT(ON ��� TcJ INTERI�R SHEARWALL �2 5 FT F�RC7PERTY L1NE SET�ACK ��� AND HEAD�R SECTItJN z �
<br /> FLOQR LIVE LUAD 40-FLOOR DEAD LC3AD 1Q � �
<br /> ROQF LiVE LOAD 25-R�OF DEAD LOAC1 15 G� �
<br /> WIND SPEED 85-SEfSMIC CAT. D THE GREATEST RISER HEICaHT VVITHlN ANY 8D NAILS AT 6°OG FERIMETER NAfLING TCa SOLID �1 ,�
<br /> FLIGHT OF STAEftS SHALL NC3T EXCEED T3iE NAI�ING TO LEDGER �ARALLEL OR BLOCKf�iG.�PAGING
<br /> SMALLEST BY MORE THAN 3/8" \ PERPENDICULAR PER PERIMETER BASEPLATE NAILiPJG � �
<br /> \� RC�OF FRAMING DOUBLE JOIST AT EACH STRAP PER NAELWG�JF FLO�R PER Stl�l SCHEDULE � �
<br /> � TkGHT FIT SQLID �,, PL4t�WITF�EQUAL NUMBER C7F pIAPHRAGtv1 �
<br /> HANDftAIL 34-38" � MIt�HEAC�GLEARANGE 8L(?CKING � _` � NAILS TQ WALL FRAP�iWG AND JO15TS. �
<br /> Tp gE 6'-8"` � - -� - �v� DO(�QT NAiL WTO END GRAIN.
<br /> 112"AI�CHOR BOLTS AT 14 VERTICAL AT 48"OC. ABQVE STAIR NOSE \ 3�4 FLaOR �'� �
<br /> STAIR TREAD � `_�' `� �
<br /> 72"OC�NITH 7"MfN INTC? EXTEND 14"IlVTO STEM BASEPLATE NAILING �� `'---�� � FLQOR TO TOP PLYWtaQd Q
<br /> � PER R-311.5.3 PER StN SCHEDULE � � � 3f4°'FLOQR p��E CQNNECTlC}N /
<br /> STEP�I WALL.2 BQLT� WALL AP1D 3"'INTO \ ''--_``
<br /> MIN PEft SlLL PLATE FOOTING WITH 3X8 RISER `�a FLOOR JQISTS \ `` �� RLY�app PER SW SGHEDULE �
<br /> WITH A MAX 12"ANd STANDARD HOOK. �� 2iC LEDGER, BL4CK, BASEPL,'�.TE �
<br /> MIN 3.5"FRQN]E�1CFi / 2X12 STRINGERS(3) ��� SHEARV�IALL PER ,�
<br /> RAFTER C�R TRUSS WiTH �IAILING f ��� . FLQOR JOIST FLOQR JQIST
<br /> END.WASHER TO BE SG��a��-E (2)16D TO EACH STUD PER SU�1 � PER PLAN � PER PLAN
<br /> 3X3X 1!4"MIPI. MEGHANlCAL � _
<br /> SCHEQULE ,�
<br /> CONP�EGTIOI�i RIl1�l JdIST
<br /> � ����.-' , MIN RUN 14" �`
<br /> FL�t7R TO BTAIRS FLOQR JOIST � PERIMETER NAILS. �LOOR TQ TC3P � `� LOVUER WALL TC)P
<br /> ptl?,X RISE 7 314" PER 5W SCHEDULE RINI JO(ST
<br /> � �.' �,�` Ut�lBALANCED ��.=.� WALL FftRMING QR PLATE CClNNECTI�N PLATE OR MUDSELL
<br /> —I I I=I -;,�.''`. BACKFILL MUST \, 2X DRAFT STOF BLdGKING BEAM OR MUDSILL PER S1�!SCHEDULE �
<br /> = I I I I I BETWEEN STUDS SEE UETAIL{B2)FOR STRAP PER PLAN i , �
<br /> I — ' �: NQT EXCEEC}4 FT \ CONNECTION_!F APPLICABLE I..�i
<br /> I I I—I I I—I�:' �-� ANfl MuST�v°-r 2X4 STfFFENER TYPICAL PARALLEL QR / TYPICA� CANTILEVER TYPICAL SEC�ND U�
<br /> =� _ ���REATE� I B2 W1TH SHEAR TRANSFER
<br /> I=-I I I I I I �:P . : a T�►AN 4� D�G
<br /> I I I=I I I=I _;� :;' PERPENQICULAR LC�WER �a� �'� �LOOR J�IST S�CTIQI� �
<br /> _ _ � s�oPE �4 TYPICAL STAIR SECTION B3 ��
<br /> I—I I I—I I I <: .; �� R Q C?F T{� W A L L C�N N E C T I C�N
<br /> — _ �
<br /> I I I—I I I—I " �TE�WA��.TQ �— �
<br /> I—I I I—I I I � : �_', NAUE�,lN 1 � ��
<br /> I I I—I I I—I'; �°:. TOP AND 80TTOM � �
<br /> = I—I I I—I I I-r'.:-.',. SQLID OR I-JOIST 1J2"ANCHOR BQLTS AT 72"QC
<br /> , �NITH 7"M1N 11�1T0 STEIVI VUALL. 1�2"AI��Ci��R BOLTS AT 72"OC BASEPLATE NAELING 112"ANCHdR BOLTS AT 72"OC �
<br /> �� _ _ 3(4"SUSFLflOR NAILED WETH$C?AT 6" /gLOCKING PER PLAh! WETH 7"M!N INTO STE(vt WALL. PER SV�!SCHEQULE WITH 7"fVllt�J INTO STEM WALL.
<br /> �,W I I I—I I I—I "� = C}�AT EQGES AND 12"'OC AT FIELD f 2 BOLTS MIN PER SILL PLATE ����q��RETE SLAB 2 BaLTS MIN PER SILL PLATE #�#VER3ICAL AT 2 BO�TS MIN PER SILL PLATE � �
<br /> � I—I I I—I I I�J � "� q / FLOOR J01ST WITFi A MAX 12"APID MIN 3.5" ��11TH A MAX 12''AND MlN 3.5" 4�"OC. EXTEND FL0C3R TO TOP WITH A MAX 12"AND MIN 3.5"
<br /> � �rI I I—I I I—I � � ;;;I I— � �1 FRQM EACH END.iNASHER T� FR�M EACH END.WASHER TQ 14"INTC}STEM PLATE CONNEGTEON FROP�1 EACH END.WaSHER TQ � �
<br /> � �r=l I I—I I I ` " �: I� � ��� '� PER PLAN gE 3x3X 114'°MIPI. #F4 VERTICAL AT 48" gE 3X3X 1(�}"��11N. �NALL AND 3"INTO PER SW SCHEDULE BE 3X3X 114"Mli�l. � �"
<br /> � �I I I—I I I—I +:�s �: I I I I I— SEAM PER PLAN --_` 5l4X4 CLEATS EACH SIDE OC. EXTEND 14'° F��TiNG WITH ��4
<br /> I1=I I I=I I I �: �'- I�=I I I= INTO STEP�t WALL STANDARD HOOK. PRESSURE � �
<br /> rl I I—I I I—I :^ ,=I I�I I I—I I I— 4X4 POST e " � MIN 901b FELT OR PRESSURE �AND 3"INTd PRESSURE , \ � j''�/
<br /> � TREATEQ FOOTING WITH TREATED \ TREATED a\ ��OpR JOIST L� �
<br /> 6 MIL B�ACK VAPdR ~'� PT PC3ST MUDSILL TYP(CAL \ �
<br /> I—I I I—I I I I I I—I I I—I I I I I I— BARRiER THRQUGHOUT � PRC7V{QE A23 POSITIVE P�IUDSILL TYPICAL�'`� � STANDARD HUOK. MUQSILL TYPICAL�� � 4"CC?�1CRETE SLAB � _ #4 VERTIGAL AT
<br /> �— :, •' � 48"OC.EXTEND
<br /> I I I—I I I—� I—I I I—I I I — — C�A�L��A�E r�/�4�,�EC�IQ� ��-_� p z� �- ,d .. �� r ��;.: ?� . �x '�
<br /> I—I I I—I I I 'r� I I I—I I I—I I II I II I II I I ��`'—� � _ _ � 4 � ��- _ �� � ` STE�,�ALL r—=� �� ��° 1�1�Q�TEM �
<br /> I I 1=1 I I I ,. Va I 1=1 I I—I I I —_ � _ � _ _ - _ � �
<br /> r � STEM WAL I� d j �� �NALI �ND 3"lNT
<br /> 12"N111V REC2UIRED ` � TO AVE�L I �I = ' �X I I—I I ��� � ° ' , '� TO HAVE "
<br /> �I I I=I I I � .��I I I=I I I=I I I=I I I=I I $ET�E��B��� - _ _ } �O HAV� I {, � :� f � �� /FOOTING'�JITH �
<br /> \I I —I . - - — MIN 1 #4 AT — I _ `:,�I—I I I—I I MkN 1 #4 AT � —i�I =I .I I I—I\� {� lAPOft BAftRIER T,OP AND � ��� .
<br /> _ _�•. � I I I—I I I—I I I�iI I AND GRQUND. 18" _ —_ _�� TOP AND �_ — �f�I I�� TOP AND ` � . .. �I �� BOTTOM : — A �I I I—� STAPIDARD HOOK.
<br /> � I I= a ' �`- I I—I I I—I I I I ,���REaUiRED I—I I I—I I I—I I I I I I I I—I I I, �-�--
<br /> — T �- T}iIS FOUNQATION j� � BQTTOM � °;- I I I- BOTTOM � I—I I I =. I I R-1Q RIGID `� I I—I I s`"° ,•��I
<br /> �-r � BETWEEt�JOIS7S I I I—I I I—I I I-1 I`I=, I I I— ,I I I , '- L-- '�—� , �_ I- IEdSULATION WITH 4" � ' �rr � I
<br /> � � � I I I WALL lS DESIGt�EO AND GROUND. �_- � — • I � �
<br /> �-8" � PER R404.1.4 WITH � Ct3NCRETE ' ' ��, ��� � � VERT AND 24�� i� ' ��,/� 6DiIL SLACK
<br /> r6" ,I.� , VAPOR BARRlEft
<br /> ��_��� TABLE 4Q4.1.1(5} PAD PER FLAN ,�_� �1�-s° HORIZ OR 24"VERT. (�it j�-
<br /> FC�UNDATIQN WALL TYPIGAL CRAINL SPACE ' TYPICAL FUUNQATIfJl� (q TYPICAL FQUNDATIC�N WITH � TYPI�L�FC�UNDATIaN Ta
<br /> A� �� GARAGE FLQQR � �2� INSULATED SLAB FL4flR �A� FL-O"QR J{}IST SECTIQN
<br /> , �� � BEAM SECTICIN C,� AT
<br /> �� 4-6 TQ 8 IN HEIGNT. ��
<br /> ��
<br /> �1�'� �Ji ��,I�R����
<br /> ���1���1�� ��� ����11�`�°
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