|
I I , . . . . ._-. .._ _._ ,_ '_-. . . . � ._ .. .--_ __-.-._ _ - . _ ____ . . �. - - ' �,
<br /> .. _ _.__-_ _-' ._ ._ . . � � '.I ( ', �.
<br /> -_ �
<br /> . _ ._-_'. -_' ' ..__- - _. ' .,: � .... , �.. �� .
<br /> -. . -
<br /> � i . I I . . ,..., � . � . . . �- . _. -- .-- -. . _ _-_ --__.-__I .. . �.,
<br /> �. '�� � . ' _ . c� f 1.
<br /> ORDANC
<br /> 4 �
<br /> U C .
<br /> 5SES IN AC
<br /> . St S AU.DESIGN TR .
<br /> _ N INEE N
<br /> D A E ST U
<br /> CfURAI.
<br /> � G
<br /> � OP�NINGS BOTH VERTICAL R R 2. ENCL�S�q ATTIC AND RAFl"ER SPACFS MUST HAVE CROSS VFNTI[AT1UN FaR EACN SEPARATE rR�.R$pZ,�4.2 A IICENSE W 5TA7 R
<br /> � D D 70 CUi'0��CQtVCEALED DRAFT' . .
<br /> RC R602.8 FIRE BLOCKIHG SHA�I.BE PROVI E E �._5�...$2�.__ ... .. . .
<br /> � . '� _ . . - R
<br /> - SrtE�QR FRAMING INSPECRON. NO]"E. TRtlSS�5 FO ,
<br /> � yALL B� ON .
<br /> � N � P OTECT ED AGAtNST TFiE Et�fRANC�OF RAIN AND SNOW. TH�N�T�RE VEfV-i�AREA ANSI�TPI1 STANRAftDS, TRU5S ENGIN��RING S ,
<br /> 5TORY A 0 SPAC�BY VENT OPENIN S R �
<br /> � � � - 0 �5 ANb 6�TW�EN A TOP G ,
<br /> � I R E�JE�N ST KI
<br /> ANb �FE V��IR� A� .
<br /> C� �OFtN1 �F C7I
<br /> 7
<br /> D HORI�4t�t'AL �
<br /> AN , _
<br /> . 3
<br /> I I . N GUIbELiNES
<br /> n�s.
<br /> TJT INSTAL.LATIO
<br /> � D DO�TH� .
<br /> I ' i I � THE R00�SPACE. NlAY NOl'B�k.ESS THAN 1/150 0�THE 5PACE VEM-IlATE[?. EXCEPTION. TH�ARFA MAY BE 1/300� PROVIDED AT nLE ROO�S SHALI.BE ENGINEERED FOR TH�EXTRA DEA LOA
<br /> '� B F(?R FRAMIN�INSPECfION.
<br /> • LFASI'50 PERCEtdT AND NOT MORE,TNAN BQ {'ERCEt�'OF TH�REQUIRED VEM�S AR�IN TH�UPP�R PC)R7ION OF St�Ll. �ON SI7� �
<br /> � N ACL FIRE BLOC
<br /> fGiNG RT.
<br /> I SC
<br /> � ��II � I
<br /> . r�
<br /> ,
<br /> L�fl SPACES OF SF
<br /> UD WAL[S AND PARTII'IQNS TNCLUDFNG F
<br /> URR�D SFACES AND f'AEtALLE� THE SPACE AND A7 LFAST 3 ABOVE FJ1V�VENT5 OR If=A VAPOR BARRIER WIT4i A ONE PERM MAXIMUM RATING IS
<br /> I l.. If�CONCEA . , �
<br /> R . D E L STABTt.�Y
<br /> '� , p _ � C�$42 20.3'Y'RllSS�S MUSt"BE BRACEp TO PR�VEt�i�f�LAT�aAL ROTA7ION AND PROVI �lAT RA
<br /> S DE OF TNE CEILtNG. 7HE PENINGS MUSi'B�COVERED L�l�TH CORROSION RESISTAfVT
<br /> I QS•AS FOLl.OWS:
<br /> APPt1�D'FO TH�WARM I
<br /> Ed SEU
<br /> ROWS OF STUD5 OR STAGGER ,
<br /> « I IN ACCORDAN E T G fl
<br /> C WITH TH�IND VIDUAL TRUSS DESI �t RAWING .
<br /> , . .
<br /> S
<br /> �� � I�I � I / E
<br /> a S R EH.
<br /> t3G ND FLODR LEVEf..S. C
<br /> L AT HE CE(LI A
<br /> A. VERTICA
<br /> LY T
<br /> I �� �(tIOR
<br /> � OT D 10 FEE('. A b �
<br /> E VALS�! EXCEE ING RZQR N
<br /> NT LI.Y AT IN7 R . 1 T E
<br /> HORI O A BLE R502 5 . NT
<br /> B. Z E SI2E5 SEE TA
<br /> AD R )
<br /> I I � R R602.7 FOR PRESCRIPTIVE EXt'�RZOR WALI.N� , � �
<br /> I �RCONNECTIONS B�TWE�N'CONCEALEO VERTICAt�AND HOKIZQNTAI.SPACES SUCH AS ;RC R5U2.7 JQISI'S RAF(ERS AND,TRUSSES MU_ST BE SUPPOR7ED TO PREV�M"ROTATION BY INSTALlING SOl.ID
<br /> �__�_
<br /> 2. AT ALL INl"
<br /> � EFLS.
<br /> . . - DO RE IR� LOAD-BEARING HEAD
<br /> ON BF.�IRI WA(1S NOT U
<br /> � N �tG
<br /> . Q
<br /> i S ND CdVE CEILING5. B CKIN B�ARING POINT QR fl.S'RE UIRED BY MANUFRCTURER. .
<br /> A 50�FIT'S DROP CQUHG A LQ G AT EACH Q
<br /> � I�I
<br /> OCCUR T
<br /> �
<br /> � I � U . I , R
<br /> 5t' G T NE'i'OF ANb SOTTOM OF THE R N . . .1.1 PLYWOC3D F S -
<br /> � St'AIR ftlN EEtS A �F RUO EA I G
<br /> � EEN � N TH �t IF'E�CPOSED I E
<br /> O CEAIED SPACES BETW G R$Q3 � ON UNDERS D MUSi'B
<br /> 3. IN C N I . , , E�XTERIOR GRAD�. .
<br /> �
<br /> XT
<br /> � �'I 'I I 4: AT t�PENINGS AROUND V�NTS, PIPE5,AND DUCTS AT CEIi..ING�1ND FLOOR I�VEl:,WITH AN APPROVED IKC R602.7 I(V WALL CONSTRUCiTONr SEAMS AND HEADE�2S MUST NAVE 6EARZN� Ol�]ACK OR TFtIMMER STUpS '
<br /> i ' , , I�, , MA7ERIAi..TO RESISI�THE FREE PASSAGE OF FIAMEAND PRODUCTS OF COMSUSTFOfV. AS REQUIReD BY Yf2C TAg�ES FZS02.�(2) ND R5Q2.S{2}, IN MQST CASES, 2 OR 3 TRIMMERJJACK STUDS ARE� �AC R9Q5,$.8 ROOF VAlLEY FlAStiING MU51'NOT BE LESS TNAN HO.26 GAG�CO(2KOSIOf�t-RESISi'AKT St-i�Ei�
<br /> I� ; �� !, 5. FOR S1TE-BUII.T CHIMNEYS AND FIREP11lCE5, FIRE BLOCKING MUST B�A MI[VIMUM OF 1"TNICK At�D REQUIRED. ',
<br /> i il , , MEt'AL AND SHALL IXZ�ND i l. INCHES FftOM THE CE(�iT�R UNE EACH WAY. �
<br /> I � i i ', • SUPPORTED ON MEY'AL STEttPS OR MEl"AL fATH. • j �
<br /> I ', I 6. FIftE BLOCKING OF GQRhlTCES OF A'IWO-FAMTLY DWEL�ING IS REQUIR�D AT THE LIN�OF DWELl.ING , IRC R905:2 ASPHtilT SH�NGl.ES RFQUI{2�UNDERLAYMEE�T'(1SlB FELT FAPER OR EQt1IVAL�l�t�i�)AND A MTNIME3M
<br /> ' U SEPARATIOI�. 4_12 PZTCH ON SOLID SHEATHED DECKS. ASPNAI�i'SHINGLES MAY B�INSTAl1�D Ot�Sl�OPES RS LOW AS 2:J.2, IF �
<br /> NI"!"
<br /> i
<br /> ' ' S GES SH L.�B�SFL�SEAI�NG OR BE II�iT�FRLQCKI�IG. �
<br /> PHALT
<br /> HZN A
<br /> � PROVIDED DOUBLE UNDERLAYMEfVT. fLS •
<br /> I 'I .. I ,.
<br /> � , i
<br /> .,.
<br /> I I'I ' i RC R�05.8.2 K9a5.$.6 WOOD SNAK�S RE UIRE U�IDERLAYMEIVT. WOOb SHAK�WEATHER DCFQSURE 5HAL(.
<br /> � 17" �___y �
<br /> Q
<br /> I � IRC 311.5.6.� HANDRAILS MUST 8E PROVIflED ON AT LEASi'ONE S�DE 0�FACH CO �tUOlJS RIfN OF TREADS
<br /> _ MIN
<br /> (�iCI _
<br /> � I R .__.... .
<br /> I 'I � � i , {?ft FLIGHT WITH �pUR OR MORE RiSERS. HAN[JRAII N�IGfiT, MEASURED VERTICALLY FROM THE TREAQ I� PITCH f3E INSTA(l�Q PER TABLE R9QS.8.b.
<br /> I I I � I ' Ut,L F!IGM'FpSTAI SE�ROM TNE TO ftZS R QO HE OWE5T R SER. HAtVDFtAf ENDS MUST'BE RETURNEDHOR I � ~'
<br /> I � I I I I '� I' MZN 1"A�R SPACE WI(�D BAFF�I..
<br /> , � , ,
<br /> `
<br /> I ; ' . , � ' i �I MtfSTTERMTNATE FN NEWEl.POSTS OR SAFETY TERMZNALS. HANDRAILS ADJACENT TO A WALI.SHAI.L HAVEA 'i �� e -
<br /> I � ! , MINIMUM DISTANCE OF 1-Yz"BETVJEEN THE WALL AND HANDRAIi�. I � 2 x VE(�tTEQ BIRD BLOCKING EVERY SPACE
<br /> , i BAf�EL �'O EXT�ND 12"VER7'ABOVE INSULATTON .
<br /> , I� ,
<br /> I' I� ' � I I , � '� � I I' i I� IRC a31x.2 PORCHE5, BALCONIES,OR RAISED�LaOR SPACES LOCAT�D MORE 7NAN 30"ABOVE THE FLOOR Oft , - BLOCKIl�G VENTEO
<br /> � ' 1 x 6 S � x b CEDAR OR P.T. FASQA BOARD
<br /> GRADE MUSi HAV�GUARDS f�OT LESS THAN 35"IN }-i�IGH7". OPEN SID�S OF STAIRS WTTH A T07Al.RI5E OF MORE � � � � � ,
<br /> t ,
<br /> � � li, ', I THAN 30"ABOV�THE FLOQR OR GRADE MUSt"HAVE GUARDS NOT'L�SS TNAN 34"%N HEIGHT MEASURED N I SUtAT10N IXCEfr["R30�IN VAULTEU CQLING 1�'� H1 EACH TRUSS � � �:
<br /> R3E3 MI N -
<br /> � � ��
<br /> � , E . . .
<br /> � E1' E GUTT
<br /> GALV. M AL OR R
<br /> I VER7ICALlY�ROM�"HE NOSIh1G bF THE TR�AD5. iNTERMEDIRT�RAI1S QR ORNAMEE�lTAL CLOSURES MUST(VOT '� 4 X 5 COt�fTIN Q
<br /> I „ i �_.`
<br /> I ' I b i� I, ' , ALLOW TME PAS5AGE OF A 4 SPHERE OR MORE IN DIAMEI'ER. TNE TRIANGUl.JiR OPENING FORMED BY THE RISER ..
<br /> � ' � ' ' TR�AD,AND BQTTflM RAIL OF A GUARb AT THE QP�N SIbE CAN HAVE A SPACE WHER�A 6"SPH�RE CANNOT PASS� �I I W/2"0 DOWN TO ORAIN SYSTEM
<br /> 'i ;
<br /> THROUG .
<br /> N
<br /> _ �-...
<br /> . � ,
<br /> „
<br /> _ „
<br /> T N
<br /> DQL ES 0 PlA E MI 48 1.AP
<br /> l 2x P!A( T
<br /> /� G.W.B. OR
<br /> . - �/�"G.W.B. �--
<br /> R N VEt�I"IN
<br /> 3 K 5C
<br /> EE
<br /> IRC R i1.2.3. RE IRED DCTERIdR EJCIT BALCONIE5 5TAtRS D S A . EL
<br /> U AN � ilAR A E5 SH Lt BE POSITIV Y
<br /> M EXI7'F CILITI r
<br /> i I� Q � � GA�1GE BENF�TM NAE3CTABL[ ROQMS TO E3E SEPAF2AI�EC) BY �JS GWB TYP�X � PLY OR ViNYLSOFFIT
<br /> ANCHOR�Q T�TH�PRIMARY STRUCTUR�TO RESIST BOTH VERTICA�AND lATERAL.FORCES. SUCH ATT'ACHMEN7 i
<br /> ' I� SHALL NOT BE ACCOMP(1SHE0 BY USE OF TOENA�[S OR NAILS 5UBJECT TO WITHDRAWA�. WAL�TO SE �f�"GWB '
<br /> ' ^ I�I, IFZC R602.7 FOR PR�SC(tIPTIVE�XTERIOR WAIi.HEAf�ER SIZ�S�SEE TABLE R502.5(1). HEADER W/2x6 BOTTOM PLATE
<br /> � �', IRC R3i9.1.� CaE.l7MN5 At�D POSTS LOCATED ON CONCRETE FLOORS DCPOSED TO THE WEATk-iER,WA7ER INTERtQR ANQ FXTEP,IOR N01�-BEARING WALLS [?O NOT REQUlRE LOAD-BEARING HEADE(LS. ,
<br /> SPl.ASH OR IN BASEMEPiTS MUST BE SUPPORTED BY CONCRE�'E PIEftS OR MEfAL PEQF_Sl"AlS PROJECiING ABOVE 2 x 6 STUD WALL @ O/C 2 X 4 STUD WALL @ O/C
<br /> I FLOORS�UNLESS APPROVEb WOOD OF NATURAI RE5I51"ANCE TO D�CAY OR TR�AT�D WOOD IS USEO. THE I
<br /> �f FR • }t 1 WIL1,E3I;SUPPLiED BY A WEIOLE FiOUSE F�N OR A EN F SIDING AS PER ELEVATION.OVER HDUSEWfZAP OVER '/z"PLY (OSB) SHEATHING
<br /> D 1"ABOV�5UCH FLOOR5. �:S A R , C "1'f2Al. ORCED AIR FURN '
<br /> . V POSED EART AN AT lFAST' ACE
<br /> PEDE� ALS MUST PRO�ECf AT LEAST 6 A60 �IX H ,
<br /> < � .
<br /> � i I'�I SYS"ITM, OR WAi.f.OR WINDO�/,VEM'POCtTS TN EIAQt1'AT3LE ROOMS,OR A i�EAT-RECOV�RY
<br /> i
<br /> � , IRC lt319.3.#4 WOOD MEMBERS El�Ct"ERIf�G CONCR�T'E WALLS MUST BE PROVIDED WITH A Yz"AIR SPACE AT V ENTIL�TlON SYS"i'EM. I
<br /> �C f2602.10z1I DCTERIOR AND INTERIOR ERACEb WALL LI�IES ARE EiEQU1RF.D FQR AL�fiUIIDINGS.
<br /> ' ; TOP�.SIDES A[VD ENDS. I� TYPIC.�1t.LY ItJTERIOR E3RACED WALL Lt�JES htEED TO BE BRACED AT 25 FEEI'QN CEt�fCER OTHER OP�TIQNS MAY " �
<br /> ; f' �'G.RT 2 ,
<br /> - �RC R602.9 j602.10.2�KIPQL�WAL,LS MUST BE FRAM�D OF STUDS NOT t_ESS�N SIZ�THAN THE STUDDING lnsula�iort anc{ Y1�indows: EXIST'. IN7ERIOR BftACED VJALL LINES MAY E3E LOCATED AT 35 FF�i'ON CENT�R TO ACCOMMODATE ON�900 SQ. �' r* �
<br /> ABOUE. WHEN DCCEEDING 4 �EEf 1N HQGKt" SUCH WA
<br /> L!S MUST BE FRAMED OF STllDS HAVING 7HE SIZE FT. ROOM. WHEN AhiY WALL LIt�E OF TFfE BUJLDING IS OVER 50 FEEt L.ONG,THE IM'ERIOR BRACED WALE�MUST
<br /> ,
<br /> A IXTERIQ
<br /> R
<br /> RT LE W L�BFLOW.
<br /> � C PP
<br /> H D
<br /> _ . H AND FO NDATIO�!OR A E3RACED SNEAT �
<br /> . AVE A C �'U U5 71N U
<br /> . Of�iTI 0 �00 G
<br /> )
<br /> I . R�QUIRED�OR AN ADDITIONA� 5TORY. CRIPPL�WAUS LESS THAN �4 INCHES kIIGN MUST BE SNEATHED ON AT t=raminq Glazing % U-factor Ce__lling Vaulted l'�alls Ffoor 51ab gRACED WALL t1NFS MUST HAVE A BE2ACED WALl.PAN�L AT EACN EN0. SRACED WALI.PANElS'THAT DO NO7 BEGIN
<br /> � , t_LAST'ON�SIDE AND FAST-ENED Tt7 T�P AND SOTi�OM PlAT�5 Oft'THE CRIPALE WALLS NAVE SOl ID BLOCKING. .
<br /> , - jl I AT TNE BUILDI�lG CORNER ARE ALLOWED TO �EGIN WI-i�FiIN H FEE(FROM TFiE CORNER IF ONE 1.800 tB.CRPACI�TY
<br /> I I CRIPPLE WALIS MUST BE BRACE�WITH 15%MORE E3RACING THAN AS REQUIRE[7 FOR TNE V+/All ABOVE,WITH ?x6 consiruction" unli,mil�d 0.30 R-4°"� R-38 R-21 R-30 R-90 HOIDOWN TS PROVIDED A7 THE END QF'iHE PRNEL CLOSEST TO TNE CORNER,OR IF A 2-F4�T BRACED WALL
<br /> I � � , WALI PANEL SPACTNG NOT MORE THAN 18 �EET. I PAN�L IS PROUIDED AT BOTH SIDES OF THE COftNER,
<br /> IwHeR�Foo7iNc SecnoN•n'+s rnoHE THArf a�r., • �I t2C R602.IQ &IR� �i602.iQ 4 €3ftACED WaLL PANE�CQNSTRUCRON M�'i'NODS. THE CONSTRUCTION OF .
<br /> � !, /sPuc� pRov�oE METn�TiE to�a.sY�,5 av a�.r�n�N.,encN R602.�1.3 Stepped foundntlons. Where stepped founda- '/z"PI.YWOOD,IN KITCH[N & BATH OV�R S��P����Q BE2I-10EQ WAL�PANEIS MAY IN ACCORDANCE WITH OPtE OF TFiE Ffl�LOWIMG METHODS(OTHER MEI HODS D(IST
<br /> SIDE OF SPUCE W(6•f6dC0�AMON N�IIS. fiOt1S OCCUC�If�e following requirements appty: 31a"PLYVVOOD OR OSB 7�G GLUE &NAII. GLU[ Al_l SEAMS PLYWOOD FLOOR gtt('ARE LESS COMNfONIY USEU):
<br /> , ►{� �
<br /> 2�c SILI PLATE 2 FT.MIN.- _
<br /> 5 I6 INC FOR 16-II�CF{
<br /> AN H
<br /> '� � I 2-2xe�aTE 1. Wtiera theheiglitof a tequited t�raccd�vall panel that . 1. WOOD STRUCttlRAL PANEL SHEATHIN�WCCH A THICKNESS NOT LESS TH /
<br /> ' � < < exiends from foundation to floor above varies more � ��D �
<br /> . . . . . . . . „
<br /> i ;, ;; than 4 feet(1220 mm),the braced wa}l panel sl�al3 be �, �� I 4 TIMgEi�ST�RaND RIM JOIST 5PAQ�iG AND N01'LESS THAN 3/8 INCH FOR 24-INCH 5Tt1D SPAQNG. EACH 6RACED WAI.!_PANEI I : .
<br /> ,. ,. �, ,�
<br /> � NGTH
<br /> I LE . .
<br /> SHALI B L 48 IN N
<br /> � constructcd in accordancc�vith Fi arc R602.1 t.3. � ��' FL.�,Y�Q.'TY.�.USS �. t 1a G7�G E �1T EnS�t� CHES
<br /> � ' � ..'7 � _" �� 2. Wl�ere the loivest floor frnmiug res�ts di�cctly on a sii! 2. GYPSUM BOARD WITH MINIMUM �/2 INCH TMICKNESS AND FI�STENED AT 71�lCHES ON CEf�ifER. EACH 4 ,'
<br /> I _ \` boltcd to;t fouudation no!less lhan 8 fcet(2440 mm) � ; ' BfZACED WALL PANEL ShiALL QE AT LE/l iT 96 INCNES IN LENG(N WHERE APPl.IED 70�NE FACE OF A � `�
<br /> � coNCR�t'�� „ „ .-4�' ia len ►h aton a line of biacin tlic linc shal{be con- �h G.W.B. QR D8l 2x PLATES TO PLA7E MIN 4$"tAP BR/10EQ WALI PANEL AND AT(�EAST 9F3 FNCHES WHERE APPLIED TO BQTH FACES.
<br /> . ,
<br /> TEPPE
<br /> � s �
<br /> S 0 , \ , ,
<br /> , „ �
<br /> FOOTINQ � .� „ ��R�pp�E sidered asbraced,'CliedoubleplateoFtl�ecripplcstud IRC R602J IN WALL CONS7RUCTION, E3EAMS �N� HE!\DERS MUST HF�VE BEARING ON
<br /> j , • �' " STUD wAll. �vall beyond Ihe scsment of faoEing thnt extcnds to lhe �i . " l
<br /> f I = ' ` _ ;; IACK OR TRIMMER STUDS iAS REQUIRED E3Y IRCTABLESR502.5(1)ANO R502.S(2). IN
<br /> I ,,,� (awcst framcd fiovr shall bc spliccd by cxlcnding the HEADER W/2xb BO�T-T�OM PEATE
<br /> „ � ' , , , ��� \\\ upper top platc a minimum o[4 fcct(12I9 rn��i):c(nng MOST C1�SES, 7_ pR 3 TRI("�MER/JACK STUOS ARE REQUIRED. � I
<br /> ��, the foundation.Artchor botis slial!be locatcc!a maxi- i � 2 x 6 STUD WALL @ O/C .OR 2 X 4 STUD bVAIl. @ O/C � `
<br /> � �'� murn of 1 fooc and 3 fcct(305 and 914 mnt)fran�the IRC R802.10.2 A LICENSED WA 5(ATE STRUCTUW1l ENGINEER SHALL DES[GN TRUSSES iN , '., .�
<br /> � � � �%�i� stcp in the fouridatian. ACCORDANCE WiTH �NSI�i'P.II SCAN��RDS. TRUSS ENGiNFERING SHALL E3E ON SITE FOR `
<br /> � �I �)}i fRAMING INSPECTION. NOTE: TRUSSES FOR TILE ROOFS SHAIL BE ENGINEERED FOR THE
<br /> ii I � �� 1� � � ���� 3. 1V(icrc cripplc wa((s occur bchvccn Ihe top of thc EXTRA DEl>D IOAD OF THE TI�ES. T�1 INSTALLt1�tION GUIDELINES SHA�L F3E ON SITE FOR r
<br /> � FOOTiNQ SECTION'A' ��� foucid�tion an��lie lotivest tloor franting,the bracing FRAMING INSPECfION.
<br /> i ' • I ��' . : ��r requircmculs Cor a story sliafl a�pty. -_ I " ',
<br /> . _ 4, Wlicre onty the boltom of tl�e Foundation is siepped IRC RS02.10.3 7RUSSES MtIST BE BRACED TO PREVENT IATERAL ROTATtON AND
<br /> � F a�s t:t i�c n=2 5.4 m m,�r o o�=�w.a m m. a��d tGc lo�vcst floor Crnmiu rests directl on a silt �� �
<br /> y, ' No�e:�vh�c�too�i�g scc�ion^n"is tazs than 8(eet long in a 25 Ret totet tength watf,provide bracing et c�{pptestud�valL g Y PROVIDE LATERf�I. SfAQII_ITY IN ACCORDANCE WITH THE INDIVIDUA�7RUSS DESIGN � ,
<br /> . t�oltcd to thc f�uudations,the rcc�uircmcnts of Scc(ion p�WINGS.
<br /> � RGQ2.1l.1 stiall apply. .
<br /> - ? '-
<br /> ' _ i �iaun��soz,�t.3 � R PRE5CRIPTIVE EXl"ERIOR WALL HEADER SZZES, SEE TAE3lE R502.5(1). IRC R403.1.6.1. FQUNDATI�N.f'LA'i'�S MUST g� BOL7ED T0 FOUNDA7TON WIl'H NOT LESS TNAN '/z Si"�EL
<br /> . sr�Pp�o Fou�on�na�cortsTauct�ort INTERIOR ND� BOLTS EMBEDDED 7"MINIMUM IPiTO CONCREI"E AND SPACED NOT MORE TNAN 6'APAFtT. THERE MIISl',B�AT `
<br /> I XTERIOR NON-BEARING WA�IS DO NOT REQUIRE �OAD-QEARING HEADERS.
<br /> 1 �I . b$�JOIST UN�DER AL�IBFARIPdG PARTI7IONS LEASf'7W0 BOLTS PER PIECE�11tITH ONE BdLT LOCATED 6E(W�EN 3 '/z"AND l.2"FROM�P,CH END OF EACH PIECE -
<br /> I
<br /> I FLOOR TRUSSES � ��„ �/� ���� IRC�t602.9.1.1 S-f'EE(�PLATE WA5HERS A MINIMUM OF �" X 3" '/a"MUST B�USED Ot3 FACH ANCHOR BQLT.
<br /> , " IRC R319.3 . FASTENERS.FOR PRESSURE TREAT�D AND FTRE-RETAaDAM'WC}OD MUST BE OF HOT-DIPP�D
<br /> SEAL PLAT�TO '
<br /> - O
<br /> � 4 M B - . , _ B E.7S.
<br /> � l TT E RAND 01 EL
<br /> RST RXM ST E
<br /> � J GREATER 57
<br /> D RO
<br /> PLYW00 FC.aOR DIAN�ETE R
<br /> / INCti
<br /> P IOISI. z
<br /> i
<br /> � GALVA�IIZEP STEEt�, STAINLESS STEEt.OR CO
<br /> PPER
<br /> . �-xc� r
<br /> POR
<br /> CHES BALC NI E .
<br /> Q FS RAI T MOR THAN
<br /> IBG�22•2 OR SED FLOOR SPACES LOCA ED 30"
<br /> ,
<br /> I ABOVE THE
<br /> F
<br /> LOOR OR GRADE MUST HAY GU Rb TNAN 3b" HEIGHT. OPEN
<br /> E A S NOT LESS IN
<br /> I, SIdES OF ST'AIRS WITt{A TOTAL RISE OF MORE 7NAN 3d"ABOVE THE FLOOR OR GRADE �
<br /> S AND�'i'INGS:
<br /> y,
<br /> � _. . . . . . F ..
<br /> S �UNDATION
<br /> MUST HAVE GUARDS NOT LESS THAtJ 3�i'IN HQGHT ME0.5URED VERTICAl.IY FROM 7HE � I IRC�2�4�.2.Ec TASl,� Ft44�.� MINIMUM REQUIREMENT FOR
<br /> I, NoSING P SOL.ID BLOr'KING N UM OF 6 iNCNES IN`fHICK(�tESS. .WHEi17HE R�QUIRED WIDTH OF FOOTINGS IXCEEOS , . '
<br /> 0 7H MT IM
<br /> E TRF� F00 f N UST BE A
<br /> DS T GS M
<br /> . fN7ERMEDTATE R ORNAMEKTAL CLOSURES MUST NOT ..
<br /> i
<br /> � RAItS 0
<br /> . �
<br /> ti
<br /> I N T ICKNESS. .
<br /> C
<br /> HES I H
<br /> I .
<br /> � ; ALLOW THE PAS,SAGE OF A 4"SPHERE OR MORE IN DIAMETER. THE TRIANGULAR OPENING � I7 IiVCHFS, PER TABL.E R903.I;THE �TIt�G MUST BE A MIt�IMUM OF 8 /z N � `
<br /> � ' , FOF2MED BY THE RISER,TREAD,AND BOTTOM RAtL OF A GUARD AT THE OPEN SIDE CAN ----- ---- � ' , .%. ,
<br /> • HA1/E A SPA�E WHERE A 6"SPHERE CANNOT PI�SS TNROtiGN.
<br /> I / zKC 403.3..3 �oOTINGs: i- a4 8AR COCATEQ 3"FROfA BOTI'OM AtVD A'T TOP OF ST�M
<br /> II / .
<br /> . 11 N
<br /> e
<br /> P G �
<br /> R ARA ARP RT: o-oow��aa
<br /> IN AS M Y WAIL OR TURNE
<br /> � R I ,
<br /> � '� �RC R31X$6�HANDRAILS MUST BE PROVTOEO ON A7 LFAS('ONE SIDE OF F1�CH �-HOUR FL.00R CEILING ASSEMBLY B PER ICC ESR�--1�I5� 2 Y�� �' . • {F STEM WAII POUREO SEP1IRATC�Y PROVIDE 1-#4 VEl2T�CAL[3AR A7 qS' OC � .
<br /> CONTINUOUS RUN OF TREADS OR FIIGHT WIFN FOUR OR MORE RISERS. HANDRATL ,� �FZADE WITFi SiAi�DARO IidOK ANO EXTENDED�4"iNTO STENi WALL. ` � � �
<br /> I ! I HEIGHT,MEASURED VER7ICALlY FROM THE 7RFAD NOSING,MAY NOT BE LESS THAN 34" �8�2� �• & G. SPAN �RATED SNEATHING (EXPO5URE 1� �� O � Q
<br /> I ; AND NOT MORE 7HAN 38". HANDRAILS MU5T BE CONTINUOUS FOR THE FUIL FLIGKT OF TJl FLOOR JOISTS PERi FLOOR FRAMIP�G PLAN � • y� � �;y,°
<br /> STAIRS FROM THE TOP RISER TO TNE LOWEST'RISER. HANDRAIL ENDS MUST BE RETURNEp TWO LAYERS OF �� TYPE X G�B �RC 4tl4.�.4 RESTAIN�D PIAIN CO�iCRETE FQUNDA'TION WALLS �y �
<br /> II „
<br /> I OR MUST TERMINATE IN NEVJEL POSTS OR SAFETY TERMINAIS. HANDRAIIS ADJACEt�fT�TO A
<br /> WALL SHAIL HAVE A MINIMUM DTSTANCE OF 1-'/�"BETWEEN THE WAIL AND HANDRAIL. RESILIENT CHA�}NELS � �6n O.C. APPL.IED �CO MIN. 1-#4 SAR 1N 70P 12:O�WAIL,MIiX.WAIL NEIGHT 8 FT.WiTH MAX. �'��j����sss�
<br /> I PERPENDICUI�AR TO UNDERSIDE OF �OISTS UNBAIANCEO[3ACKFILL 4 hT.MlN.WAIl TNiCKNESS 7.5'AND'/i'fllAME7ER
<br /> � � I ' 5TRAP5.
<br /> STC = 5Q � ANCHOK BCII.iS R7 6'(?C WITli WASHER AND NIIC OR EQUIVAI�Nl'At4Ck{OR y�y�pF P�RERSOH ,�
<br /> p�.a,cws.rb.w�r
<br /> I i IF UNBAIANCED E3ACKFUL.I.OF>4 F1�.OR 4YALL F�i>8 F7...MlfST GOMP�Y TO TABLES oEsrcruseawcs ;
<br /> , . . , I7728UTLEAH4CA0.
<br /> .. . . . � . . . . . � . �, � .. rc �. , .. ' .
<br /> � RAIN R�aAk
<br /> iz F wa�� ,
<br /> 1 2
<br /> #
<br /> 9
<br /> $AR IN T�P 0 euuu�cr«.w,sKunTansizu �
<br /> iA
<br /> MN
<br /> f VE
<br /> I •• .
<br /> R404.I.1{2)-909.1.(9)A(�D { ) .
<br /> ' ; � CLEARAI�lCE FROM SOIL TO Cl OF RESAR, S"�OR II'WAII,6.�5 fOR IO"WAII AND R+a++e�s�osas r
<br /> i �V tT�- C�`aNIT
<br /> 8.75 FIR I2�wnz�. a
<br /> �
<br /> , . . °�'1(P�C�,L �- �"��'Y '�A�L �E�C�N S s
<br /> , � , . .. _ . . . . . . � '
<br /> � ' I . . . I iFtC R4n5.I FC}Ui`bDATION•DRAINS MUST B�INSTALl._Ea AR�UND FOUNDATIONS THAT RE'T'AIN EAR1�M AND ! �
<br /> - A US7
<br /> � ERI tS M
<br /> E
<br /> PPROV
<br /> ED MAT
<br /> � IP�" U H R A
<br /> BL�O SABL SP B . L S ? S ANQ T
<br /> AB A R U � ACE ELOW CRAf�E T� E
<br /> �D � ENCLOSE H IT �
<br /> M la 5 _
<br /> S 1L E�1 ,
<br /> � . �
<br /> �
<br /> ,I , I . � � �
<br /> „ � � DISCHARG�SY GRAVIFY OR M�CNANICAI.MEANS 70 AN APPRC?VED DRAINAGE SYSTEM. �� �
<br /> , NOT�.� T�-f�SE �1RE,M�[�1TP�lU�1�,MOTES AND �7'A�LS AS PER 2(?t ZR.0 . � ,
<br /> i ; ' ��I . , � j
<br /> I ;.
<br /> � . . . � . � . . l' .
<br /> : .
<br /> . ;I .� . , � �' ,� . . ,,
<br /> t '�. i... ... ��__�. � ..- __ ��.::. ' ':... _.�. ._. . . . . II - �.� - .. . . . . . � . ..' � � . � - � �'
<br />
|