|
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<br /> , ; .
<br /> , , .
<br /> , ; ,' � -------------
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<br /> �
<br /> ;. � . .. `
<br /> + �� i ---� . :
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<br /> l' `
<br /> ' �� :,. '
<br /> . 4. . R RfiQ 8
<br /> I� , . ;. � , -. . ,. , ,.:.. . � C 2. FIRE BLOCKI
<br /> � ,; �,,. , ,:,. a,, . ,>,; ._. _ NG SHAl.I.�E PROVI�Ea 7�CUT OF�CONCEALED DRA�i'OP�NINGS BOTH VERTTCAL �
<br /> i , , . , . �,: . ... . _ _ . .. { _ �RC R8U.G�2. ENCLOSED ATTIC A D i
<br /> a „ ; , I , ,-- . . _ . N f2AFTER SPACES MUST NAVE CROSS VENTI[ATION FOR EACH SEPARATE �
<br /> � iRC R$0���.0 2 A C.ICENSED WA SfATE STRUCTURAL ENGIN�ER SHALL DESIGN TRU ES 0
<br /> I � - , : ; ;: -:',';' AND MOKIZ�NTAI.)TO FO�M AND�FFECTIV��I���Af�f�I�R$E�/E�N Si-ORI�S ANb��TW�EN A 70P SCORY AND _ SS IN ACC RDANCE WITH ,
<br /> e.. , i , 5PAC�BY VENT OPENIKGS PROTECTEDAGAtNSC THE�NTRANCE OF RAIN AND SNOW. TH . :
<br /> � N�T FaE�VENT ARFA '� ANSIjTPI1 STANDAR.DS. 7RU5S ENGIN��RING SHALl.B�0 Sn" . _ . . ,
<br /> , ', ' " ! ,. : , � _ = TNE ROOF SPACE. ; , , � N E �OR FRAMING INSPECTION. NOTE. 7RUSSES FOR ;
<br /> NfAY NOT BE I.ESS THAN 1/150 0�TNE�SPACE VE(V�RE.ATED. �XCEPTTON. THE R , •
<br /> ' � � I � . ; , � ` . :� INSTALi.FIRE BLOCKING AT� _ , R FA MAY BE 1/300, PROVIDE�AT ' T1L�RWFS SHALL E3E ENGINEERED FOR
<br /> Ti1E EXfRA DEAD LOAp OFTH�TIL�S. TJI INSTAt1ATlON GUIDEf.�NES
<br /> , • LEAST 50 PERCEtJT AND ��
<br /> I I � ;n . . ., , , , , NOT MORE THAN 80 PERCE OF �
<br /> � i ,s: ., , , ` t�iT THE RE UIRED VEPtTS ARE IN T E UP . ,
<br /> i , i . 1. IN C�NCEALEDSPA � � H PER P�RTION QF SFiAl18E ON SI7E F�R�RAMING I
<br /> CES OP STUD WALiS AND PARTIT-IONS, IfVCLUDING FURRED SPACES AND PAftALLEL NSPECTION. , :
<br /> I �� ' ` ` THE SPACE AND A7 L.FASr 3'ABOVE VE VENTS OR IF A VAPOR BARRIER I �
<br /> ,� � ; . `; ' ; s . � WITN A ONE PERM MAXIMUM RATIN6 IS
<br /> ` ;; .: � .. , -. = ROWS OF STUDS OR STAGGERED 5fUDS AS FOLLOWS: � � ,� ;
<br /> , APPLIED TO THE WARM SIDE .
<br /> ! � '' ; .�. ;_,_ , �F THE C�EILING. THE OPENINGS MUST B C = R :.
<br /> E OUERED WITH CORROSION RESISTA(�iT �, C L$ 2 lU 3'TRt1SSES Ml4ST BE BRACED TO PREIlEPtT . , . .;
<br /> LATEftAL ROTATION Ahlb PROVIDE tATERAL SI'ABIISTY ;:...
<br /> � A. VER7�fiALLY AT TNE CEILING AND FLOOR LEVELS. �/a"SCREEN. �
<br /> '' , � IN ACCORDANCE 1M-rH TH�INDIVIDUAL.TRUSS DFSIGN DRAWINGS. , . ,
<br /> ; .
<br /> , I� , k: � : ' r " . !: � `B. HORTZONTALLY AT IN7ERVAtS NOT EXCEEDING 10 F�ET'.
<br /> � � _,,. _
<br /> � 1i . - ; ' ' - � ` ;'2. AT AL�1M'ERCONNECTIONS SETWEEN'CONCEALED ' . .
<br /> , ' I . VERTICAI.AND HORIZOfVTA�SPACES SUCH AS ,
<br /> ; I , -
<br /> f ; `IRC R502.7 J I RC R602.7 FOR
<br /> � STS RAFTERS AND T USSES MUST BE � PftFSCRIPTTVE EXTERIOR WAL�HEAD�R SIZES SEE TABLE R502.5 1 . INTERIOR A D . ,.
<br /> SUPPOR7ED TO PREVEhT3"ROTATION BY INSTAf1ING SOLID � � ) - � - ����� - •
<br /> �> � �.; OCCUR AT SOFFITS,QROP CQ1.I,NGS AND COVE CEILING5. ' � _ . _ , ,. ,
<br /> BLOCKING AT EAC Q NON BFARIl�G WAU.S D0 NOT RE - < .
<br /> ""3. iN C0 C E H EARING POINT OR ASREQUIRED BY MANUFACTIIRER. Qt3TRE LOAD BEARING HEADERS. '
<br /> I ,i ; ' V . I
<br /> '
<br /> �'� ,' N EAL D SPACES BETVtIEEN ST"AIR Si"RIfVGERS AT THE TOP AND BOTTQM OF THE RUN. i
<br /> , : . . . ,
<br /> ' � . „ �". �;. ? ' '4: AT OPEIVINGS AROUND : � . , R ,
<br /> VEt�lTS, PIPFS,AND DUCfS AT CE.ILING AND FLOOR LEVEL WITH AN APPROVED � G R803.2.1 1 PLYW
<br /> 4C)D ROQF SH�ATNIN6 I
<br /> � , ..;; � �.r,:. , - , ZR , � 4{ F p(
<br /> C R602.7 IIV WALL CQNSTRUCTION BEAMS ANQ HEAD - , POSED ON UNDERSIQE MUST B�
<br /> �I � � ` ;•:; ' ;,; , ,�° _; . MATEEtIAI..TO RESIST THE FREE PASSAGE OF FtAME FlND PRODUCT ,, ERS MUST 1-1AVE B�ARIidG ON 3ACK OR TRIMMER SIU.DS . DCT-ERIQR GRADE. ,
<br /> ; , I � �>•,: ; , . ,5 S OF CQMBUSRON. AS I2E 11IR . I I
<br /> , , � ,,� ; -,.,, , .:�� : ° _ . Q ED BY IftC TABIES RSD2.5 Z AtV D R502.5 2 . TN M . I ' �` I
<br /> 5. FOR SITE BUILT CHIMN�YS AND FIREPLACES FIRE BLOCiQHG tJ � O { ) 051'CASES, 2�R 3 TRIMMERJJACK STUDS ARE I _
<br /> ,I ;; ; , � , ,; , M ST 6E A MINIMUM�F 1 THICK ANQ RE R , �RC R90SL$8 ROC�F YALLEY�LASNING MUS1'NOT BE !
<br /> ; I ,, , z ,rf QUI ED. LESS THAN NO.26 GAGE CORROSION-RE5I5TAM'SFIEEI' : I II
<br /> a = , �;_», , �, , ' , :, - SUPi'ORTE{�ON METAL STRIPS aR MET'AL LA7H. . ! . , �
<br /> METAL AND SHALL EXT�NO 11 INCHES FROM THE CENTER LINE EACH WAY.
<br /> � � ' . , "; � , ° � ,,�: .;'`: ;: ' '6. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY bWEL�IN
<br /> - ,
<br /> ��, , . :, , G IS REQUIRED AT TNE LINE OF DWELLING I : I
<br /> ,,
<br /> ! � , ; ` +;� : : - UNIT SEPARATiOK. IRC R905:2 ASPH,4LT SHIt�iGLES y I
<br /> REQUIRE UNDERLAYMENT(15[.B FELT PAPER QR EQUiVALENT)AND A MINIMUM .
<br /> 4:�12 PITCH QN SQLIQ SHEATHED DECKS. ASPHALT SHINGLES MAY BE INSTAL(..ED aN SLOPES AS LQW AS 2'1Z IF ..
<br /> II ' I , � . .' Y :.. �� . � �' .. . . . . . . . . . . . . . . � � , . . � . . , . .
<br /> ,I . ' r., li � � ..'. x M''� .''. -:. .� . ' .. � . . . � . � . � . ... . � . . � . . . . . . � . . . . . . 'i I . . . .. '��: . ... . . . . �� "..
<br /> ' � �;, , ., b -, I PEZOViDED DOUBLE UNDERLAYMEfVT. ASPHALT SHINGES SHAI18�SELF SFALING OR BE IMERLQCKING.
<br /> j �� � _ �
<br /> ,. , � • I
<br /> IRC
<br /> , m ° ; . R3if.5.6.1 HANDRAICS MUST.B „ I
<br /> �' r �� , E PROVIDED ON AT LEAST OI�E S.[DE OF EA
<br /> CH COfYTINt1al1S RUN QF TREADS 12 MIN �tC �
<br /> , �,, :� ' ° � R90S.8.2 / R905.8.6 WQ�D SNAKES RE UIRE UNDE .
<br /> Q RLAYM�NT. WOQD SNAKE WEATHER IXPC?SURE 5l1ALL `
<br /> ``��' OR Ft.�GHT WIFN FQUR OR MORE i2ISERS. HANDRAIL HE�GNT MEAS �_ •
<br /> : ' <; "; URED VERnCAL�Y FROM THETREAD � I -
<br /> , :. ` ` « : , ; ;
<br /> 1 . . , . ,, ,�, I NOSINGr MAY NOT BE LESS THAN 34 AND N�T MOR A ,' � _ , , . ,
<br /> �TH N 38 . HANDRA.ILS hSUST BE CONTINUpUS FOR THE � PITCH /�,
<br /> BE INSTAtl�D PER �ABLE R90S.8.b. ,
<br /> I { , , . . . - ,
<br /> _: .
<br /> ' ` rt` ` ' t, 'FULL FLIGHT OF STAIRS FROM Tf-!�TOP RtSER 1'0 THE LOWES['RISER. HANDRAIL�NDS MUST B W ...
<br /> I� � : ;
<br /> l . . Ml1STTERMfINATE IN NEWEL P E RETtlRNED OR !; n
<br /> � OSTS OR SAFET`!TERM1NAlS. HANQRAILS ADJACENT TC?A WALL SHAI.t NAVE A '
<br /> MIN 1 AIR 5PACE WIND BAFFEL � ; ,
<br /> '� { �.v ,. ; ` .. ' � ,'MINIMUM DISTANCE OF 1-Yz"BEIWEEN T ` _ , ;
<br /> ,
<br /> i , ; , -.
<br /> HE WALL AND HANDRAIC..
<br /> � ;;: ,
<br /> : `
<br /> J ,
<br /> :
<br /> I ' lj ,. `; � , ; ; „ 2 x VE�EQ BIRD BLOCfQNG EVERY SP C ,
<br /> � BAFFEI. T0 DCTEND 12 VERT ABOVE INSULATION A � _ ' ;
<br /> ', � ; :.:: ` ; " ; f IRC EZ3lz.2 P ,
<br /> ORCHE5, BAI.CONIES,OR RAISED FROOR SPACES LOCATED MO ' ' � � �
<br /> _, , RE TNAN 30 A60VE THE FLO�ft OR � � .
<br /> }',�s. s �K.� . '..... : ... '..... . . � � ... . . . . . . . . . . . . . .. . . � . � . . � . . .
<br /> ��,. � . .. . . . . . . � � . . . . � . . . . ' .
<br /> � ,: , GRADE Ml1Sf HAV�GllARC3S NOT LESS 7HAN 36 IN HEIGKT. -
<br /> �� � . :�..:.
<br /> � � ::, ,; OPEN SIDES OF STAIR n , ,
<br /> .
<br /> >
<br /> , ,
<br /> , , 5 WIl'N A TOTAL RISE OF MORE . �:�
<br /> I v :.: ,. . . ,.., „
<br /> r , ,,> . ' - 8 � BLOCKIN VENTED i
<br /> ��
<br /> � I �I . , - , _ ., . . ; THRN 30 ASOVE THE FLOOR OR GRAD „ � , _ j
<br /> i� � 1 >, 6 (5j4 x 6)CEQAR ORP.T. FASQA BOARD ,
<br /> E MUST NAVE GUARDS K07 LESS THAN 34 IN HEIGHT MEASURED - _ '
<br /> , ' � ' � A =a ._-;x , ` �. � � � , . �
<br /> ' �1 �°;.k , . .. : .,. � ,. ..,s<; , VERTICALLY FROM THE NO I � MI I �
<br /> S NG OF THE TREADS. iNTERMEDIATE RAI R �„ N NSULATION IXC�FT R-3 IN VAULTE�CEILIN6 _ t ,
<br /> � N1 EACH TREISS � � .
<br /> ,,. . , lS OR QRNAMENTAL CLOSURES MUST NOT _` ; .
<br /> � ' :., , -m :; ,, �... , ALLOW 7H ,
<br /> 4 X 5 CQM�IN GALV. MEFAL OR E �. �
<br /> � ' E PASSAGE OF A 4 SPHER�OR MOR�iN DIAMETER. TN�TfZIANGULAR OPENING � - - Q GUfTER ,
<br /> I �� ; � : : ; ' � '� ' FORMED BY TNE RISER,
<br /> . „ , �`''-�� � , .
<br /> 9 � '
<br /> TRF�1D,`AN�BOTTOM RAIL OF A GUARD AT THE�PEN SIDE CAN HAVE A SPACE V+IHERE A 6 SPHERE CANNOT PASS ;.
<br /> j ` I � TNROUGH. W,'2"O DOWN TO OE2AIN SYSTEM � � •.
<br /> �i �. �... .; F i � . . . . , . . .
<br /> � . . . � . .. '..
<br /> � � ; f �^ , i ,
<br /> i I ` ^,; '` - „ !i . ' ,
<br /> '��1'I ; r4��' � '::'.:'> ':: , ' '� . ' . . . i/ . . �. .n . . .�.� . . �.. � . . � � �� : , �.. .... , ..� :.
<br /> z G.W.B. OR DBL 2x PLATES TO PIATE MIN 48 lAP � � '~� .
<br /> IRC R3I1.2.2 REQE)IRED DCfERIOR EXIT BALCONIES, STAIR5,AND SIMIIAR EXIT�AQLI�IES SNAI I � , -
<br /> , .. . � ..
<br /> ` L 8E POStiIVELY I ( „
<br /> ', ' �i `. =J. ,f : ` • ANCHORED TO 7HE PRIMARY STRUCTUR�T(3 RESI GARAGE E3ENFAT , - � � 8. � , . •. ;
<br /> H HABITABLE ROOMS TO BE SEPARAI ED BY 5 a GWB TYPE X z G.W.
<br /> ST�07H VERTICAL AND LATERAt FORCES. SUCH ATF'RCHMENT / �1' \ SCFZEEN VENT zN
<br /> , � , : ,
<br /> i ,,; �' , -° ;' � � SHALE.KOT BE ACCOMPLISHED BY USE OF TQENAItS OR NAItS SUB3ECT TO INITHDRAWAL. , n . , .
<br /> j� � , : •
<br /> �
<br /> WAE.I.T0 BE /� GWB � PLY OR VINYL SOFFIT `. ,.;.
<br /> .
<br /> �--�a ►�G�� /NS'c��&�o,� �'��
<br /> . _ _.
<br /> :
<br /> `.
<br /> .
<br /> , .
<br /> � , ,
<br /> IR R602
<br /> :
<br /> �
<br /> I '� y ; ; , . ,; . : : '; , � J FOR PRESCRIPTIVE E
<br /> IXT RIOR WAtI� NEAp�R SZZES, SEE TAE3lE R502.S 1 . _ HEADE
<br /> , �r =;;; ,- ;," . ; ,IRC�1.9.i.� COLUMNS AHD POSTS LOCATED ON CONCRETE FLQORS QCPOSED TO THE WEATHER WATER
<br /> ( ) R W/zx6 B07TOM P[laTE : -
<br /> �
<br /> . INTERIOR AND IXTERIOR NON-BEARING WA�IS QO I�OT RE UIRE LOAD-BEARING HEADEftS.
<br /> ,
<br /> , i �� :SPLASH OR IN BASEMEf�i'S MUST BE SUPPORTE� BY CONCREiE PIERS OR MET � Q ,
<br /> , , ' ,, ` , ; AL PEbEST'ALS FRO)ECTING AS�VE , ; .
<br /> . - -- - -. .
<br /> .
<br /> „
<br /> �
<br /> ,. _
<br /> ' � ` ' s '` ' ' ; � ;FLOORS UNLESS APPR VED - 2 x 6'STUQ WAIL c� O C � ��tt �
<br /> % ` , , O WOOD O�NATUE2A!RESISTANCE TO DECAY OR TREATED WQOD IS USED. THE
<br /> C I x._ ��[zt�tt�@ Q�� . ',
<br /> � I I . ; : ,.,,, i II
<br /> �,: , , i ,, ��
<br /> � ,,
<br /> �
<br /> , , ,„ < , :;, ��, , PED „ : ,
<br /> ESTALS MUSC PRO]ECT A�i'LEASf 6 ABOVE�CPOSED EARTH AND AT L�AST' i A80VE SUCH FLOORS. � �
<br /> FRESH AIR WILL QIi SUPPLiED BY A W
<br /> �� . �-' _ � �,r , ,.::.. : FIOLE}iOUSE FAN (�R A ,, I
<br /> i . '� 1 ,; . . . �:: ,;��,; �' . � CEN�rRAl.FORCED A{R FURNACE SIQING AS PEFt ELE.VATICIN OVER HOUS � -
<br /> ' , �,. �,�.; ! : ; s , ,,,; ,. ., SYSi�EM OR WALL OR W}NDO�!VENT P EWRAP UVER /2 PLY(OSB) SHEATHING
<br /> �I - , `. : F: I _ .:IRC R319.3.#4 WOOU MEMBERS E E C � �, , ORF'S IN tlAf3tTABLE RQOMS,OR A HEAT-RGCOVERY ' • ,
<br /> I , - . �< , . M' Ri�iG ONCRETIE WAIIS MUST BE PROVIDED W1TH A h ATR SPACE AT l
<br /> �� ,, } Y` ' " �, . ' T�P,SIDES AND ENDS. VENT[LATION SYSTEM.
<br /> , ', '' � F � ;, : . , , , , , .
<br /> , . , ., .
<br /> �RC R6D2.i0si1 EXTERI(�R AND INTERIOR SRACED WALL LIiVES ARE RE UIR�D FOR ALL BUILDINGS. '
<br /> a . ' .. PA.RT 2
<br /> Q �
<br /> � .
<br /> ; '�, I ' ,
<br /> ; , . , ..:., ;. • 7YPICALLY TNTERIO�BRACED WALI LINES NEED T .
<br /> , 0 BE Bk�10ED AT 25 FEET'ON CEtYTER 07HER OP'�RONS MAY
<br /> , ; ;, , , ,,; . . !: .; �. �FZC R602.91602.10.2 CRIPPL�WALLS MUST BE FFtAM�O OF STUDS NOT tFSS IN SIZE TH �- ''' ,: _ ,
<br /> AN TNE STUDDING tnsula�ion an� 1�indows � :
<br /> i ,,,. , , ;. ,., ...: , . . FXIST. IN E _ . . .
<br /> T RIOR E FtACED WALI�LINES MAY BE LOCATED AT 35 FEE'1'ON CENTER TO ACCOMMOD T
<br /> ;, � � ABOVE. WNEN DCCEEDIHG 4 FEET IN HQGHT',SUCN WALlS MUST BE FRAMED QF STUDS HAVING TNE SIZE
<br /> � A E ONE 900 SQ. , ,
<br /> ', , . , � ,
<br /> FT. RC}4M. WHEN ANY WALL LINE 0 B
<br /> � ,� ,E .;: . .r..... ; � , ; , , � F THE UIL0ING IS OVER 50 FEETt � I
<br /> OiVG THE ID1TERi0R BRACEQ WALt�MUST ,
<br /> REQUIRED FOR A�t ADDITIONAL SCORY. CRIPPL�WAllS tESS THAN 14 I _ . . � :
<br /> � NCHES HIGH MUST BE SHEATHED ON AT o •: , ,
<br /> ; �� ,. ,,; . �ram�n �
<br /> , q Glazin /o U factor HAVE A COM-I�.UOIS F007IN AND FO +
<br /> a Ce���n Vaulfed V�aiis Floor Siab - , G UNDATION OR A BRACED SHEATHED CRIPPLE WALL 8FL . � -
<br /> , ' � {,,: . ; ;, ' I.�ASr ONE SIDE AND FA_S"TFNED TO TOP AND B07TOM PL,ITES QR THE , ---� _ ( ) QN1. EXi'ERIOR
<br /> CRIPPLE WALLS HAVE SOLID BLtKKING. g�� <
<br /> Xi'
<br /> , .. , -"; , _; �. ED W ,
<br /> Alt LINE.� MUST NAVE A BE2AC�D WAL =
<br /> L PAN�1.AT FACN EN0. BRACEd WALL PANELS TtiAT ,
<br /> g0 NOT BEGIN
<br /> ' � ,. .�.,.,. • ; ,,. CRIPPLE WALLS MUST BE BRACED � , ;,
<br /> WITN �5/o MORE BRAQNG TNAf�I AS R „ . : ,
<br /> ' , . _ , . `, _ EQUIRED FOR THE WAtl A80VE WITH . ' :
<br /> AT THE BUTLQIN
<br /> ; , � . : ; : � , , � J_r.6 consiruction unhm��ed *� _ _ G C�RNER ARE ALLOWED TO B .
<br /> , , �� ; . -WALl.PAIVEL SPACING NOT MORE THAN 18 FEEi'.
<br /> 0.30 R-49 R 38 R 21 ft-30 R-'f0 i
<br /> EGIN WITHIN 8 FEET FROM THE CORNER IF ONE 1800 l8.CAPACII'Y -:-.
<br /> � , ;
<br /> - HO�LDOWN TS PROVI:DE�AT THE END OPTHE PANEL CL.OSEST TO THEC4RNER OR IF A 2-F{}OT BRAC D WA � .
<br /> , E LL . .
<br /> + PANE1.IS PROVIDED AT BOTN SIDES OF THE CORNER.
<br /> ' + ,
<br /> �x z ,;.i.
<br /> I,� � �t ' ` i -WHERE�OOTINGSECTION'A'i , :
<br /> , S rdORE THA�!e FT., , . . I I
<br /> : . t; ., _, _ i
<br /> � _ . ,. � _, SP
<br /> . LICE PRO iD .
<br /> . _ __ V E ME Al 1
<br /> , � F TEtoG " „
<br /> , , A
<br /> .8Y
<br /> ts ev R •
<br /> ��t r��N. 602.
<br /> . _ : � 1 .3 Ste
<br /> I ._ ..., cH 1 ed . � RC 6
<br /> . ,. ,.. _4 / , founddtions _ _' � R 02.10 E�IR 6
<br /> pp . Wi�ete slc cd founda / �R 02.1 4 SRACED WALL PA
<br /> .: s . E � , , stpE F : . FP z PLYWOOD IN KITCHEN & BATH OV SEAL P!A 4L NEL CONSTRUC7`ION METHODS. T E C
<br /> i , ;, • _: . � S� o sPuc�w�e �sa cornMori Nn«s. . ER TE TO N ONSTRUCTION OF I i
<br /> i <, .. 2x ll PLATE _: . ,
<br /> , . ; �.. ; , � 2 FT.MI �tOqS OCCUC �. _ _
<br /> B[ZACED WAL A E
<br /> ... .. .. .. .. .. t�. ,Ihe folfow�n rc airements a E L P N .
<br /> � LS MAY IN ACCORDANCE WITFt ONE OF TH I
<br /> g 9 Fp Y• 3/a PLYWOOQ OR OSB T&G C�LUE.& - PLYWOOD FL00 � E FOLLOWING MEFHODS OTtiER METHODS F.�CI51' _ I
<br /> � NAIL GIUE Ak_l SEAMS R � . ,
<br /> ' I� . ` . ,
<br /> , I ... r '� : ,.� :.�. � � z•2x s�viTE . , . BUT ARE LESS COMIYtO L
<br /> � .y , , � , � . ,; 1.' Wtlere Ehe hei f►t of a te wred b d '. N Y USED).
<br /> # � : �: g q racc �vall anel t[iat
<br /> ,; �.
<br /> � , �: � .,,, �. . , �, ,� ", .
<br /> _., _ . , � _ , . . . .
<br /> _ ., , � . . . . . . . . . p, ' �` �
<br /> 1. NOOD.� . ,
<br /> , I . . ,,t.: ,, .. , ;, .,;, � � ,, _ . '. . . . : TRUCTUF2kL PANEL'SHEAT
<br /> I HING I�IITt-t A TNICKNESS NOT LES5 THAN 5/I6 INCH FOR 16-INCH
<br /> „ extends from foundahon to floor above vaties more , ,
<br /> , ,-,.:., , �, :.;• r,� 4 r:� . ,, ;: �
<br /> , ' : ,�•. ` , ,; �� 5TUD
<br /> � than q feet(1220 mm ,!he braced wall aiiel sf�ail be MB
<br /> , . , ,,.. . ,. ) p �4 TI ERSTRAND RIM JOISf
<br /> , , ,.
<br /> , , � •� ' , ' . � . -'.. -` ; . „ . , , r r
<br /> , . . ,.., , ,. , u SPACIN.�ANQ .
<br /> , I NOTtESS THAN 3/B INCH FOR 2�-ZNCH STUD SP QN
<br /> constrnctcd in accordancc with I'�gurc R6Q2.11.3. A G. EI�CH BftACED WAL.�PANEI ;
<br /> ; I � = I �, > ' . , � � '° ` '. � -" �� • . ��' FL.CX�Q.T�2US5 � t lo`' d JG
<br /> SHAL�SE . AT LEASf 9II INCHES IN IENGTH. �
<br /> � - - 2. Wttere tl�e lowest ftoor framiu iests clirecil on a sill • '
<br /> I ; g Y
<br /> ! I ' � ` ' i,� . ; ; ,` .. �:. : ; .
<br /> 2. GYPSUM BOA D �
<br /> � ,_ � ;,� , ° � � cONCREt'e ,. � boltcd to a founda ' R WITH M[NIMUM /� IfYCH THICKN
<br /> , �;; r ,:` �., ;, ,; _ -� , .� '� Uon not less than 8 f�et 2440 nim . ESS AND FASTENEQ AT,71�lCHFS ON CEIVTER. EACH - . . .
<br /> ,;•.. � , , : . ,. . . , ( ) . , , ,
<br /> � ,.. , , -; STEPPEO :. , �-4 . , �. B C� ) _ ; ` . - I
<br /> fZA_EC WALL PANEL SHALI BE AT LEAS�C 6 _ •
<br /> ; ,., ;;. , . •r• ,. ta 1en th aion a l�ne of bracin t i _ � „ 9 INCHES IN L�NGTH WHERE P ,
<br /> A Pl.IED TO�NE FACE OF A
<br /> , , .,,.: C 'FooT�Ho �. \ . S � g� !e ltnc shal{i�e con /� G.W.B. QR DSL x T �
<br /> � :. , 2 PLf1 ES TO PLATE MIN 48 LAP . ,
<br /> ,, - >,.. .. ,. „ , . :
<br /> HRACEU WALL PANEL AND AT L �
<br /> � > ..„, , , , .:;. i sideted asbraced, fhedouble latea EAST9$INCHES WH
<br /> i „. : , . „ zx cR�PP�e P f tlie cr�p !c stud . ERE APPI�EQ TO BOTH FACES. .
<br /> II �� , ,;, . , . '. _ �� , P I _ . ; , ;>
<br /> - � � = �, sTu� RC R602.7 IN WALL CONS7RUCTION BEAMS AND HEADERS MU T HAV B -
<br /> ,� � wau. �vall beyond Ihe sc ment of foot�n that extcnds to r S E EARING ON
<br /> ';; .;";.. . ,a ' ; _ , - ;. �, S g tlia
<br /> ! . ._. -. ,
<br /> � . .., , . . A �
<br /> ) CK OR TRIMM R - - `.
<br /> � �.:� . . ' ` . . �, lowcst ira E STUDS AS RE UIRED BY IRC TABLES R502.5 1 AN� R50
<br /> I � , � I „ mccJ Cioorshall be s l�ced b exlcndiu the Q � ) 2-5(2)• IN
<br /> F Y $ ; .
<br /> . i . ��� . . _ .
<br /> ' r, i ,_
<br /> '� MOST Cl�SES 2 OR T NEADER W 2x6 -- '
<br /> , : ,�� ._ . - u er to latc a mtn�mu � C 3 RIMMER/]ACK STU�S ARE RE UIRED. / BOnOM PtATE ` ,
<br /> � � PP P P n o[4 fcc (1219 nim)alnng �...._ . ._ Q I
<br /> �. ,
<br /> ; I : • �.. . , ; � /� 1 D /�Ll�/!'J �'.lJs't,rL,,r,�-�a
<br /> ,i� , �. . ;.. .� , )r the foundation.Ancfior bol(s sl�all be localcct a��a - � '� � ' . •
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<br /> ._ . v . _.� . m of 1 foot and 3 fe RC R80�.10.2 A a
<br /> : ,. , , ct 305 and 914 nt��i froni tiie LICENSED WA STATC STRUCTURAL ENGINEER HALL DESI 2 x 6 STUD WAI.I� O C .OR 2 X 4 ST11D 1NALl. O �
<br /> } ,, . . . I �)r. , , Z } S GN TRUSSES IN • � �° /C
<br /> � . ,, . . .: � ste ia tl�e foundatton. ACC • � . ,: .
<br /> � . �)� P .ORDANCE WITH ANSI/7PI1 STANDARDS. TRUSS ENGINEERING SHALI E3E ON � ;•
<br /> SITE FOR .. i
<br /> � � �
<br /> ' � ,
<br /> , � � �� `
<br /> - I � , • . Ff2AMING INSPECTION.' NOrE: TRUSSES FOR TIL
<br /> E ROOFS SHALL BE ENGINEERED FOR
<br /> ' I � ,�. . . . ' ��� THE . _
<br /> �,;t _
<br /> �i , 3. ` �
<br /> . . ,� �Yhcre cri� Ic tivatls o
<br /> , _.: ,, , :. �,, ,,... < , , ', Foo7'irtc3 sE i � I P ccur bchvccn the to of tlie E ,
<br /> „ �F. , , ,. cr oN A , , � XTRA DEAa 10A0 OF THE TILES. TJI INSTALLA7ION GUFDELIN
<br /> I I
<br /> ; I i , ,, , �,. . �� � . ES SHALL E3E ON SITE FOR
<br /> ,� , . �. , �� ,y , , i �i�, fot ndatton at�d qic lotivest tYoor fram�f� ,the btacin F A
<br /> . g g R MING INSPECTION: : ,
<br /> i , : ` ` ,. : . � • � ��� rc uucinenls Cor a stor sf al a ,
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<br /> = For Si:i inc6=25.5 mm 1 foo ; 4. w
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<br /> ,.' ;:, �, , . t 3os.8mm. ftcre ottl lhe b :;
<br /> z � ,:; � , , � , Y ottom oF ti�e�'oundatian �s ste eil IR ,
<br /> ' , PP C R802.10.3 TRUSSES MUST BE BRA
<br /> . .
<br /> CED TO PREVENT LATERAL ROTATION
<br /> , I� ,: : .. :a : . • • „ ,.. . . . . AND
<br /> Nole.tYhere Cooting Seci�on A,�s Itss Ihan 8 fec� o • al1cl lI1L �01vCS1 f100i f .'
<br /> I
<br /> . .•�II .�o r. .,, : , . 1 n m a 2 . � • I8i111A C . . . . . . . . . . � .
<br /> i � c � , y � , S 5 ket tota(lenglh wa11, ta�t�le bracm at c� i g i SlS�1[CCf� OI} a 511�
<br /> y
<br /> P s tnp e 5wd��a��. . , Y PROVIDE LAT
<br /> ERAL STAE3ILITY IN ACCORDANCE WIT T
<br /> bolt�d to tlic fou� • • H HE INDIVIDUAL TRUSS DESI
<br /> ' GN
<br /> , ',�� < , .,� �, j ' id.iUans,tlterec�u�rcmcntsafScclron
<br /> a, .�:.,; s ;. . .. DRA _ � . .
<br /> RbQ2.11.1 slsali a� WINGS. _ .,
<br /> I �, : . ' �o {p�y. �
<br /> . :, I . ., �• 1 URE R802.11.3 •
<br /> .„ . ;
<br /> �= ; STEFPED FOUNDATIQN CON57RUCTION .
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<br /> R PRESCRIP V
<br /> TI E EXTERIOR WA I
<br /> . LL HEADER SIZE5 SEE TAE3LE R •� •
<br /> 502.5 1 . 'IRC R403.1.6.1 �QUNpATION.PLATES MUST B 8 1 ; :
<br /> ; :, , - � , { ) . . E OITED TO FOUNDA7ION WITH NOT L�,SS TNAN /z SI"EE�
<br /> I ;.
<br /> i:. ; �,: ; � I NT
<br /> ERIORAND - _ �.
<br /> � i ,: : ,., ` . EXTERIOR NON f3EA
<br /> RING WALLS DO NOT RE UIRE LOAD BEARI � <.
<br /> Q NG HEADERS. BOLTS EMBEDDEC>7 MINIMUM IPfTO CONCREfE ANII SP C D r
<br /> , , ; ., �. _ . . t A E NOT MORE THAN 6 APART.' THERE MUST BE AT ,
<br /> , � � �. ,. ; . �
<br /> � .. � , : � :' „ �
<br /> LEA51'TWO BQLTS PER PIECE WI-f�H ONE BO � ___.
<br /> � � � � DBt)OIST UNDER ALI.BEARtfdG PARTTrIONS L.T LC)CATED BETWEEN 3 /s AND 12 FROM EACH END OF EACH PIECE. �
<br /> i .. u :
<br /> I i , . . ' !`o I
<br /> a FLOOR TRUSSES � O G 1 , . ' , .
<br /> ., ; ,.„ :.
<br /> ;� . :. • / �' � ., , , ,
<br /> IRC 802.11..i _STEEL`I'LATE WASHERS A MIN U ' � '
<br /> ' 1 :, ; : ° - R IM M OF 3 X 3 la MUST BE USED ON EACN ANCNOR BOLT. , ,
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<br /> PORCH�,s,anLCONiEs oR ru� l 4 TIh48ERSTRA FA.�TENERS.FOR PRESSI�RE TRFAT�D AND FIRE REi'ARQAM'W�OD MUST E OF HO�T' DIPPED
<br /> I � : ,s ; ,, , � c _ , SED FLOOR SPACES LOCATED MORE 7HAN 30" ND RIM JOISr PLYVIIOOD � .
<br /> FLO�R
<br /> ;� , � �
<br /> � ABOVETHEFLOOR OR GRADE MU GA VA ,
<br /> , _
<br /> � L NIZED STE_l STAINLESS STEEI OR COPPER. ,'
<br /> ' � ` ST HAVE GUARDS NOT LESS THAN 36"IN HQGFfT. OPEN � .
<br /> EXCEPT70N. /z INCN pIAMETER OR GREATER STEEi.BOLTS. `
<br /> i * , .
<br /> I ,I fs , ' ;i { SIDES OF STAIRS WITH A T07AL RISE OF MORE THAN 30'A
<br /> BOVE THE fLOOR OR GRADE
<br /> d ,:2: K .: ;.<. § -, t ; ; �
<br /> . , ,
<br /> , .,, MUST HAVE GUARDS NOT l.
<br /> ESS THAN 34 IN HQ �
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<br /> ' 1� , �. �HT MFASURED VE II
<br /> ' RTICALLY FROM THE
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<br /> �� -: . ,: ,,. , OSTNG OF TNE TREADS. , I
<br /> IN7ERMEDIATE RAILS OR ORNAM SOLID 6lOr'K1NG IR R�3 . .
<br /> ENTAL CLOSURES MUST NOT S o� �.&rAs�.� �ao�.� MINIMUM REQUIREMEPtT�S FOR FOUNDATIONS AKD �(}OTINGS. '
<br /> , , ; , ,..; ..:. ALLOW .. , I
<br /> I � , , ;. : ; , � THE PASSAGE OF A 4 SPH _
<br /> ERE OR MORE IN DIAMETER. TNE TRIAN
<br /> t
<br /> .
<br /> I , � . ;.. GUTAR OPENTNG FC}OTINGS MUST
<br /> SE A MI(VIMUM OF 6 FhlCHES IN THICKNESS. .WHEN THE RE UIRED WIDTH 0�FOOTINGS DCCEEDS � I
<br /> �: , ,; �., , , , � Q ,
<br /> , „ . ; .•,. - FQRMED _ ,
<br /> BY THE RISER TREAD AND .
<br /> •,, ,'. , , , 84TTOM RAIL 17 INGHES P �
<br /> OF A GUARD AT THE OPEN SIDE , ER 1 ASLE R403.1 TNE FO�TZNG MUS7 BE A MIf�I UM O 8 /z I CH S IN I . -
<br /> , M F N E TN CKNESS. .
<br /> , ... , ,
<br /> HAVE A SPACE WHER � CAN ,i_------ .
<br /> �� , ` m ; � '.•. .,� ` ., � E A 6 SPHERE Cl+NNOT PASS ,
<br /> � . .
<br /> 4,., � ., e ;.
<br /> THROUGH.
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<br /> ,, ; IRC R31 1 � nnp � i
<br /> ' ,1 5 6 yNANDRAILS . IFi-403.I.3 F007xNGS: 1 -k9 QAR LOCATED 3 FRO B QM ANp AT TOP OF STEM �
<br /> � M OTT . . ,
<br /> MUSf BE PROVIDED ON AT LEASI'ONE SID ��C I IN ASS,��A Y O�R (�iARAGE cXr'CARPORT .
<br /> ' `` ` E OF EACH --� ��-
<br /> , ;.: � ' CONTIN ; , ;
<br /> , < ;'' , UOUS RUN , WALL Q E
<br /> f R TURiVED DOWN�d0T7NG .
<br /> .. OF TREADS OR FLIGHT WITH FOUR - � , ,
<br /> , . . ��:;:� i . ` I OR MORE RIS �E HOUR FL .-. � 6
<br /> � ERs. HaNn�� OOR lLiNG ASS� BLY B PER ICC ESR 1153 2 X� '-. � � x
<br /> ' .,: � � .. F HEIGHT M /� � . : : . _ .
<br /> , EASURED VERTICALI.Y FROM IF STEM WAIE.POUR�D SEPARATELY PROVIOE 1 #4 VERTICAL E3AR AT A8 OC � , - ,
<br /> � / _._.
<br /> �s 2� r. -
<br /> ♦ THE 7READ NOSING,MAY NOT BE LESS THAN 34" t�t G. SPA ' �c �
<br /> , �� ' ; AND NOT MO � RATED SHEATH(NG EXPOSURE 1 ( , - (�
<br /> , p RE THAN 38 . HANDRAIlS M �- l � RADE WfTH SiANDARQ!i00K ANQ EXTENOCD 14 1NT0 Si�M WALL. � �
<br /> UST BE CONTINUOUS FOR 7HE FUL F • .
<br /> I r , � ,. STAI L LIGHT OF T�l F � I�O O 1 L � U 2 `°.
<br /> RS FROM THE TOP RISER TO THE LOWEST RISER LOOR JOISTS P R E QOR FRAMIPIG PLAN Q �, , ,
<br /> , � _ �
<br /> `
<br /> . HANDRAIL ENDS MUST BE REfURNED o
<br /> `,
<br /> TW0 l.AYERS OF
<br /> � .
<br /> �� ° I OR MUST TERMINATE IN NEWEI POSTS OR SAF TYPE GWB , .
<br /> ::.,
<br /> 'i� ` . ''.; . „i�' ' � ` '" ETY TERMINALS. HAND � m ,
<br /> RAILS A
<br /> � d
<br /> , . .. i . WALL SHAL DJACENT TO A n
<br /> RC
<br /> � � y
<br /> 404.1.4 E D E ,v ' ,
<br /> � R STAINE PLAIN COhlCRET FaUNDATION WALLS ,
<br /> RESILI N �'°�
<br /> • ,
<br /> l HAVE A MINIMUM DISTANCE OF 1-Yz"BETWEEN 7H E T CHANNE � .
<br /> , , , E wA��a !�S � 16 Q C. APPLIED �� /�; ���
<br /> � , :: , I : ND HAND TO �t. �
<br /> ' { ''�
<br /> ° , RATL. s- ; MIN _# W b � � ,
<br /> I , °_:; �..;; ' ` '. • � (�../ ��./ . 1 4 BAR 1N TOP 1Z O�NIAtI, MAX. All NEIGHT 8 FT.W.tTN M/1X_ ..
<br /> . . ,. . P � ►•, s,• � �
<br /> ��;. : � ERPEND Ct1l.AR T �`��tC.tJ � .���
<br /> i � � 0 UNDERSID F JOISTS L. • , �- ;
<br /> ; ,, ,il
<br /> „
<br /> ��fq!-d..�..• t1NBALANCEO QACKFILL 4 F(.M7IV.WALl.7NICKNESS 7.5 AND /z DIliMETER
<br /> '� '� , '-� :. ,; : STC _� � : I
<br /> ,�$ d.,.s. .w �,.;, , , . � ; '� �Q, ANCtiOtt BOL7S AT 6'QC WI5li WASH£R AND NUf OR EQUIVALENT AtJCktOR
<br /> � < i ,, _
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<br /> ? " �, : ". , i f�/�i IF UNBAlNNC[D QACKFUlL OF>4 Fl". OR WRLL tiT>8 F7...MUSi"COMPIY TO TRBLES oEsicN seavrcE , •
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<br /> R409.1.2(2)-9Q9.1.(9)AN�HAVE M[N(Z) #9 AR IN TaP 12 OF WAl.L REAAR , , ;I -
<br /> I k � � , .. �, �
<br /> euwt�cra+.r��swrmtonsazzi ; . '
<br /> ' . `` ;. CLFARANCE FROM SOIL TO CL OF REBAR S FflR 8 WAIL 6.75 FOR 10 WALL AND �o++e rs�oaas .�
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<br /> , . SMT�
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<br /> _ ,', ' ' ', 8.75 FIR 12"WALL. �
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<br /> FO fdDATIUN DRAI S � � �
<br /> N MUS�BE IN _.
<br /> STALl.EQ AR�U
<br /> � � _ i _:, � � ND FOUPIDATIO
<br /> ,� S � � NS TNAT RETAIN EARTH AND
<br /> , � � � � �
<br /> �r : , T � �lr S�} E� � ENCLOSE HABITABLE OR USABLE SPA�E BEL W ` � : `
<br /> ,_ , � � GRADE. 7ILES, PIPES AND O7HER APPROVEp MATERIALS MUST .
<br /> 1 � , �: } ,, ;
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<br /> � DISCHARGE 8Y GRA
<br /> .
<br /> VITY QR MECiiA _
<br /> NICAL h1EANS ,
<br /> I tl� �i'O AN APPROVED.
<br /> DRAINAGE SYSTEM.
<br /> ; ,
<br /> NO _ T�� E� I
<br /> � I� I ,�, , : :. , T� r S RE MT IM
<br /> 1 . ,,. , r . , r . N Uk49 hlOTES AND DEi'AILS AS PE 5 �� , . �
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