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_ _ __
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<br /> _ -- - - - -- __
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<br /> __
<br /> -= - --_ _ _- --_ _
<br /> _ _ _
<br /> _ _ __ __ __ _
<br /> � l;'
<br /> , II aRDAt1C�WI7H '
<br /> U ES IN.ACC ..
<br /> E�RSHAU.D
<br /> ESIGN TR SS ,
<br /> NSED WA 5TA7E
<br /> St�R
<br /> UCTU
<br /> RRL ENGIN . �
<br /> I R
<br /> uc� .
<br /> SEP TE f2G $Q�L��.2_A
<br /> EA H AftA .
<br /> TION FOR C
<br /> � P CES MUST NAV�GftOSS V�NT.[U1 .
<br /> _ D ATtIC AND RA
<br /> Fi'ER S A ,
<br /> V
<br /> TICA
<br /> L R R 2. ENCL�S�
<br /> N GS BOTH Ef�
<br /> > BE P OViDED TQ CUI'OF�CONCEALEt�DftAF?OP� �N ( � G _$q�.
<br /> OCKING SHA[.!. R SIT�FOft �RAMING INSPECCIOh. NOTE. �I'RUSS�S FOR �, ,'•
<br /> 602.8 FIR� BL ;-iALI.6�ON .
<br /> RC R RING S
<br /> _ . ARDS TRU55�NGINE�
<br /> _. . . I D ,
<br /> �, ANS I� STAN
<br /> _ ... _ _ �TP
<br /> . � VENT AREA
<br /> K f2A F D SNO . TN�N�C Fa �
<br /> I 'I
<br /> - EtW�EN A TOP ST�RY ANO 5PAC�BY VE(�fT'�PENINGS PRO�f"ECTED AGAtNST'THE E f NCE 0 RAIN AN W a����
<br /> . v��l�t��Af�i�T�fZ�BE`fWEEN STOftI�S ANb�
<br /> , D HORt�O(�i1'AL i�0 FOftM AND�t�FECTI , ,
<br /> AN I E RED FaR TH� IXTRA DEAD LOAD OF THE TIt�S• T)T TNSTAl1ATlON CUI
<br /> . . . ) T TII..� ft00FS SHALL SE ENG N �
<br /> - L 5 THAi� 1 150 OF THE SPACE VEMItATED. F_,1'CEPTION. TH�AREA MAY BE 1/300, PROVID�Q A
<br /> I MAY NOT E3E ES j
<br /> �
<br /> HE RO�F SPACE. G ON.
<br /> T 8 SI7� F(?R FRAMIN 1N5PELTI
<br /> R �N OF 5i-fALl. �ON
<br /> E UPP R F'q iI
<br /> E
<br /> THA
<br /> N BO PERCEt�[T OF`fHE RE UIRED VEM-S ARE IN TH �
<br /> , NG kT:
<br /> t�EAST SO PERCEfVT AND NOT MQR Q
<br /> I BLOC
<br /> KI
<br /> LL FdRE
<br /> INSTA _
<br /> ' PARALLEL THE SPACE AND AT l.EI�ST 3'AB�VE F�1VE VENTS OR Ii'A VAPQR SARRIER WI('H A ON� P�RM MAXiMUM RAT1�iG IS
<br /> DI G U
<br /> RRED SPAC
<br /> ES AND
<br /> fVD PARTI�iZONS I�lCLU N F L STABTt.�f-Y
<br /> D WALtS A DE lATERA
<br /> SCU ON A D PROVI
<br /> 10EALED SPACES OF , � R . '�RiJSSiES UST BE E3FtACED TO PR�VEM�LAT�RAL ROTATI N
<br /> I�I CQP .
<br /> M
<br /> z. � c�$�a �o.�
<br /> B v o �os aN-��szsrArrr
<br /> . , T E OPENII�GS MllST E C� ERE WITH COR I
<br /> 0 kM SID
<br /> E 0�YHE CEIL�NG H
<br /> AP L[E(3 T
<br /> 7F{E WA
<br /> GER
<br /> �
<br /> D S1UQ5•AS F(JLIOWS. p
<br /> OWS OF STtld5 OR Sl"AG , IN ACCORDANCE W�"('N TH�I�iDIVIDUAL TRIfSS DES�G�! DRAWZNGS.
<br /> R .
<br /> , „ � .
<br /> ,
<br /> R CAL�Y AT THE CEILI�iG AND FLOOR LEVELS.
<br /> /a SCREEiV. .
<br /> A.
<br /> VE �f7
<br /> E
<br /> ABLE R502.5 1 . INT
<br /> ERIOR AND IXT
<br /> ERtOR
<br /> ��t�F�d��sxz�s s� � ( ) �
<br /> AtS
<br /> NOT EXCEEpIN
<br /> G 10 FEEC.
<br /> � R R602.7 FOR PRESCRI
<br /> PTIVE EXT�R�OR WA ,
<br /> T LI.Y AT It�i7ERV ��_
<br /> k-QRI
<br /> �N A
<br /> B. i Z
<br /> ON BY INSTAlLING SOLIQ DERS.
<br /> ATI EA
<br /> D" RUSSES MUST BE SUPPOR7ER TO PREVEPIT ROT AD-SEAfuNG H
<br /> SP CFS SUCN AS I 5U2.7' I S RA��RS AN f RE UIRE LO
<br /> TAl. A RC R 70 ST
<br /> . RI ON - WALlS DO NOT .
<br /> EALED VE TICAI.ANd HO � . �tOht BFARIHG
<br /> �EN�Cacic R , R
<br /> �cnar�S ��rw � � .
<br /> 2. TALLINTERCONN .
<br /> A
<br /> � BLOCt(.IHG AT EACH BEARING POINT
<br /> OR AS RE UIRED BY NlA�1U�ACTURER. .
<br /> Q
<br /> CO EILINGS. .
<br /> CCUR AT
<br /> so�Fz-rs oao�cau��s Acc
<br /> a rE c
<br /> 0 , �
<br /> . , R . .1.1 PLYWOOD ROOF SH�ATNING IF DCPOSED QN UNDERSIDE MUST BE EXTERI4R GRADE.
<br /> � ��$Q3 x ,
<br /> O `�HE RUN. .
<br /> D BOTTOM F
<br /> T�HE TOP AN .
<br /> I AIR STR.I�1GEftS A '
<br /> 3. I(V CONCEALED SPACES BETW�EN SC
<br /> R 7RIMMER STUQS
<br /> N APPROVEO C 0 NSTRUCtTON I EAMS AND HEADERS MUST HAVE�fARIN� ON 7ACK 0
<br /> �G WITH A TK R6 2.7 IN WAIL CO
<br /> � ND bUCTS AT CEILtN
<br /> G AND FLOOEt LEV , .
<br /> INGS AROUND VEiVTS PIPES A _ , �
<br /> �EN ,
<br /> 4: AT QP �
<br /> . E3Y I C�'ABLES R502.� 1 AIVD R5Q2.5 2 . Irt MOST CASES, 2 OR 3 TRIMMERJ3ACK STUDS ARE� �C R4Q�,$,$ ROOF VAk.LEY�LAStlzN� MUST NOT BE LESS THAN
<br /> HQ.26 GAG�COFtROSION-RESISTA
<br /> M`5rfEET
<br /> MATEFtIAL.TO R
<br /> �SISI"THE FREE PASSAG�OF FLAME AND PRODUCTS OF CQMBUSTIaN AS f2EQUIRED R ( ) { )
<br /> , AY. .
<br /> ' � �, FACH W
<br /> OF THICK A�1D
<br /> METAL AND 5HAf1 IXT�ND 11 INCHFS FROM TN
<br /> E CEf�iTER t.IN�
<br /> I I UM 1 R UIRED.
<br /> _ E CKING Mt1ST SE A M N M E . ,
<br /> H M EYS AND F1REP
<br /> LACES FIR BLO Q
<br /> -BUILT C I N ,
<br /> 5 FC?R SIT�E
<br /> INIMUM
<br /> • AND A M
<br /> MEf'Ai.ST'ftiPS(�R MECA[.CATH. ..
<br /> TED ON 1S�8 FELr PAP�R OR EQUIVALEM') ,
<br /> •� SUPPOR IRE UNDERLAYMEN7
<br /> !. SNIN
<br /> GLES RE U
<br /> 30 ASPHQ T �
<br /> �f2C ft �a.2 Q
<br /> _ E T THE LIN�OF DW�C.LING I '
<br /> G F CORNICES OF A TWO FAMZL.Y DWEL�NG IS REQUIR D A
<br /> 6. FIRE 6LOCKIN O
<br /> 4:12 P1TCH ON SOLID SHEA7NED DECKS. ASPHA�T Sk-iIN6LES MAY SE INSTA[l�D Ot�Sl.OPES AS�OW AS 2:1Z, IF
<br /> I ERLQCKIHG.
<br /> ON. 5�
<br /> LF SEA
<br /> I.IN
<br /> G OR BE NT
<br /> SEPARATI SHALL 6E
<br /> UNIT S I GES
<br /> ', � ' , ',
<br /> P
<br /> ROVIDED DOUBLE UN
<br /> DERLAYM�P1-i�
<br /> . AS
<br /> PHALT H N
<br /> �
<br /> ' ' E T. WQOD SHAK�WEATHER EXPQSl1RE S!-tALL
<br /> K S RE UIRE UNDERLAYM N
<br /> „ 8 R905.8.6 WOOD S
<br /> HA �
<br /> ? M
<br /> �RC R905. .2 / R
<br /> 1_ IN
<br /> KAZl..S MU B� VIDED ON AT LEFlSC ONE S�DE 0�EACH COt�CTi�!
<br /> UOUS RUN��TREAOS _ �
<br /> IRC R311.5.6.1 HANp ST PRO
<br /> _ R T B!�R9Q5.8.6.
<br /> B�INSTAtI�Q PE A
<br /> I ' . OR Ft.IGf-iT W�TH fOUR OR MORE RISERS. HANDRAIL HEICHT, MEASURED VERTICALl..Y FROM THE TRFAD PFTCH /�,
<br /> , ,
<br /> R AN 3$". AND LS MUST' BE COi�tTiNUOUS FOR THE
<br /> SS THAN 3 "AND �i T MO TH N RAI t(�
<br /> OSI G
<br /> MAY NOT BE
<br /> LE 9 0 �
<br /> i �II
<br /> ` �! N
<br /> �
<br /> MIN 1"A.IR SPACE WINQ B FE
<br /> .FULl.FITGHl'OF STAZRS FROM THE TOP RIS�R TO TH�LOW�Si'RIS�R. HANDRAIL ENDS MUST BE REt�URNED OR AF L ,
<br /> � . .
<br /> ' O A WAI..L SHAI.I.NAVE A
<br /> MUST TERMINATE TN NEWEL POSTS OR SAFETY TERMINAtS. KANDRAILS ADJACENT T
<br /> S
<br /> PACE
<br /> ., 2 x VENTED BIRD BI.00fQNG EVERY
<br /> � _� �
<br /> IIVF DZSTANCE OF 1 /z BETWEEN THE WALL AND HANDRAtI..
<br /> M Nit3M
<br /> n
<br /> E3 �N
<br /> D 12 V�RT ABOVE
<br /> INSULATION
<br /> AFF�L 1�0 EXT
<br /> � .
<br /> � BLOCKiNG VENT�
<br /> „ � _ ,.
<br /> D R SPACES LO('AT�t3 MORE THAN 30 ABOVE TNE FLOOR OR
<br /> 2 BAI.0 �lIES OR Eu1ISE FL�O ,
<br /> IRC R312. PORCHES 0 BOA D
<br /> �
<br /> r .
<br /> S x 6 CEDAR OR P.T. FASQA R
<br /> lx6 4
<br /> � �.�--_ c i �
<br /> „ _
<br /> - DS hi LE S T AN 36 IN F3EIGNT. aPEN SIDES OF STAXR5 WITH A T�7AL RISE OF MORE t ,
<br /> GRAD�Ml151'HAVE�UAR OT S H
<br /> \
<br /> , � ,
<br /> � t
<br /> „ �� Nl EACH TRUSS �
<br /> UARD L SS A 34 IN MEIGNT MEASUREQ 7ED CQLING
<br /> - �
<br /> T N 0 BOVE E FLOOR OR GRADE MUSt'HAVE G S hiOT E TH N 30 IN VAUL . G
<br /> HA 3 A 1"H CEl3T R �-` .
<br /> R38 MIN INSUtATION IX N GALV. METAI OR E GUT-I�ER
<br /> Q 5 COtV�TI
<br /> �
<br /> X
<br /> Q .
<br /> i V�RTICALIY FROM�"N��tOSING OF THE TREAD5. INTERMEDIA7E f2AIlS qR OR(VAMENTAL CLOSURFS MUST NOT \. �
<br /> �
<br /> _ „ ..
<br /> ER „ .
<br /> ALIOW 7HE PASSAGE OF A 4 SPNERE OR MORE IN RIAMEI�ER. �'HE TRIA�iGUtAR OPENTNG FORMED BY THE ftIS ,
<br /> , i „ W/2 0 DOWN T� DftAIN SYSTEM
<br /> TR�AD AND BOTTOM RAIL 0�A GUARD A7 THE�PEN SIDE CAN NAVE A SPACE WHERE A 6 SPH�RE CANNOT PASS �, . . . ..
<br /> , ,
<br /> , ---..
<br /> , - THROUGH. ,
<br /> �
<br /> \
<br /> „
<br /> � 8 ES TO PLATE MIN 98 f..AP
<br /> , . /� G.W.B. OR D L 2x PIAT ,2„G.W.B. �-
<br /> /
<br /> V �f7'IN
<br /> i
<br /> SCREEN
<br /> E
<br /> � O EXIT ALCONIE5 STAIRS AND SIMIIAR�XI-i�FAQLtTIES SNAtI SE POSITIVELY S 8" WE3 TYPE X
<br /> 'LRC R311.2.1 RE UIREa EXTERI R B , , GARAG� SENFATM HABITABLE ROOM TO E3E SEPARAI�EU BY S G
<br /> -- Q � R V�NYL SOFFIT
<br /> LY
<br /> T
<br /> P �
<br /> . ACHME�i I
<br /> BO H VE L A D IATE l FO
<br /> RCES SUCH ATT
<br /> O D MARY STRUCTURE T�RESIST T RTICA N RA
<br /> ANCH R� TO TH�PRI .
<br /> �
<br /> r
<br /> - WAL�TO 8E /� GWB
<br /> N LS OR NAILS 5UBJECT TO WI"CHDftAWAL. .
<br /> SHALL 8E CQMPLISHED BY USE OF TQE At
<br /> � '
<br /> I�OT AC
<br /> � , . •
<br /> H EA
<br /> DER W 2x
<br /> 6 BOTTOM PIATE
<br /> T B RS02.5 1 . /
<br /> C P VE EXTERiOR WALI.EtEADER 5IZE5 SEE A lE
<br /> IR Ft602.7 FOR PRES RI T[ r � )
<br /> �
<br /> ' I _ RS.
<br /> ' I ' DE
<br /> H
<br /> N EA
<br /> AD-B RI G
<br /> O 7HE W�ATt-iER WATER
<br /> INTERIOR AND EXfERIOR NOi� BEA(uNG WALIS [?O N07 REQUIRE LO EA •
<br /> ONCRE�E FLOOEtS DCPQSED T , 2 X 4 STUD WAl.L @ O C
<br /> T DONC /
<br /> IRC 1.9J..�b COLUMNS AND
<br /> P05tS LO�A E O C
<br /> 2x6STUDWALI@ /
<br /> -- �-,�- ,
<br /> O E NG A80VE
<br /> b ALS PR ) CTI
<br /> PE FST
<br /> SPlASH OR IN BASEMEt�S MUST BE SUPPORTEO BY CO
<br /> NCREi'E PFERS QR METAI. ,
<br /> CHE ' „ ���
<br /> OOD IS USEQ. �
<br /> F RAL RESISfANCE TO DECAY OR TREAI"ED W .
<br /> FLOORS UNLES5 APPROVED WOOD 0 NATU
<br /> I I I � SID�NG AS PER ELEVATION�OVER NOUSEWE2AP OVER '/z P�Y(OSB) SHEATHII`1G ' '
<br /> PEDEST'AtS MUST"PRO�ECT AT LEASt�6"ABOVE IXPOSED EARTH A�lD AT LEAST 1"ABOV�SUCN FLQORS. FR�:SEi ntR WiLI,E3[:SUPPLI6D BY A W!tOLE F10USE F�N,OR A CEN"I-RAi.FORCED AIR FURNACE
<br /> SYS'TT'sM, OR WALI.OR WINBO�I VCNi'POItTS fN EIAQtTAF3LE ROOMS,OR A i{EAT-12GCOVERX
<br /> ' IF2C Et319.1#� WODD MEMBERS�M'ERI�SC CONCRETE WAILS MUSf BE PROVIDED WFT}-i A �/z"AIR SPACE AT VENTILATEON SYSTGM. i � '
<br /> �C d2602.10.11 IXTERIOR AND IN1'ERIOR 6RACEU WAIL LIT�IES ARE REQUIRED FQR ALL BUiL�INGS.
<br /> RFl D AT 5 FEEI'ON CENTER OTHER OPTt
<br /> ONS
<br /> MRY
<br /> a CE 2
<br /> N EED TO BE ,
<br /> YPI LY RIOR BRACED WAI.L t_I ES N
<br /> D NDS.
<br /> T CAL IIYTE
<br /> TOP �SIDES AN E
<br /> � II
<br /> - P .RT 2 � D ONE 900 S .
<br /> P O TE
<br /> COMM A
<br /> �aT�R�t'Q AC Q
<br /> ED AT 35 FE ON
<br /> cr
<br /> . R BRACED WAi.L LINES M
<br /> AY F3E LOCAT ET
<br /> , . �.
<br /> EXIST' 1N1"ERIO
<br /> S� usr
<br /> insulation and Yt indow . TH�XM'ERiOR BRACEQ WALE.M
<br /> L�WA MUST BE FRJIMED OF STUQS NOT t_ESS IN 5TZE Tt-(AE�TNE STU�DING ' FT'. ROQM. WHEN A�tY WALL LINE OF THE BUILDING IS OVER 50 FEET LONG,
<br /> 2. 6 . 0.2 Cf�PP LLS
<br /> RC R6U 9 Q2 1
<br /> � �
<br /> L WAII BFLOW.
<br /> IXTERIOR
<br /> RIP E
<br /> D S FA HED C P
<br /> AVI THE SIZE ' U5 TING AND FOUNUATION OR A E3RACE N T )
<br /> B� RAMED OF STUbS H NG HAVE A COMIP.IlO �00 f
<br /> ABOVE. WHEN IXCEEDI�lG 4 fiEEI'IN t-iE1GHT,SUCH
<br /> WA
<br /> LlS MUST F
<br /> �� Sla E IN
<br /> U-factor Ceiiin Vautied l�Yalls Floor b � NEIS THAT DO NO7 B G
<br /> -r min Glazin ,10 T H E D. BRACED WALL PA
<br /> . RE UIRED�OR AH ADE?
<br /> ITIONAL STORY. CRIPPLE WAl_!S LESS THAN 14 INCHES EiIGH MU5T BE SHEATH�D ON AT f a q � � ._� eRACED WAIL�INFS MUST HAVE A BRACED NAL(.PAN��A EAC i�
<br /> Q
<br /> O NE IF ON�t
<br /> 800 L6.CAPACITY r
<br /> c T �C FZ R
<br /> FE R
<br /> OM H
<br /> LlS AVE�Q1..ID BLOCKING. A�THE BUILDING CORNER ARE AILOWED Tp BEGIN WI-THIN 8 EI�F
<br /> 'i' EtIPPLE WA t{
<br /> I Ir�TES OR HE C
<br /> BOTTOM P .
<br /> tV D TO TOP AtVD . .
<br /> SID N FtST�
<br /> E . I
<br /> L�F15t'ON� E A D F
<br /> . ,� , o�* _
<br /> ?_r� construction unl�mited 0.30 R-4., R-38 R 21 R-30 R-10 VIpED AT THE END QF THE PANEL CIOSEST TO TI iE CORNER,OR I�A 2-FOOT E3RAC�D WALL
<br /> o VVIT!-f 1-iOLDOWN IS PRO
<br /> T E WAl1 ABOVE
<br /> E FO(t N
<br /> UIR D
<br /> CRIPPLE WALLS MUST BE
<br /> BRACED WITH �S/o MORE BRAC{P!G 7l-!A(�i AS REQ f
<br /> � ,
<br /> B ID�S OF THE CORN R.
<br /> D OTH S
<br /> 1 F�ET.
<br /> PANEL IS PROVIQE AT .
<br /> � t�EL SP 6�i
<br /> OT MORE THAN $
<br /> WALL PA AGIN
<br /> , � UCTION OF
<br /> �
<br /> S THE CON R
<br /> C 0 IR 6Q2.1 4 �ftACED WALL BAPtE�CONSTRUC7IQN MET'H4D .
<br /> �R R602.1 & � R __Qz_._
<br /> WHERE FOO7ING SEC I 'A'i A E 7HAM S FT. � n _ S L PLATE T� ST
<br /> Y oN s r oR . F�1 E fiQDS IXi
<br /> � OWI�lG MEFHODS QTH R MEt� ,
<br /> _ E OF THE F4L.L
<br /> OOD iN KITCHEN & BATN OVER D ANEIS MAY IN ACCORDANCE WITH ON �
<br /> sPuc� PF1QVIpE METAL7IE i(3 GA.BY i.5 BY 4 FT.MiN.,�cH R602.�1.3 Stepped foundatlons. Wl�ere slcppcd fouada /z PLYW �Iu10E WALC.P
<br /> . _ PL OD LOOR
<br /> � .
<br /> rnra �
<br /> . . . . 3 . . . ..
<br /> stQE oF sPuc�wt a•tsa cornrnot�t t�ni�s. tions occur,Ihe fallowing requirements apQiy. 1a"PlYW00D OR QSB T�G GLUE&NAIL GLUE ALt� 5EAMS BUl"ARE LESS COMMONLY USEa):
<br /> 2x S1lL PLATE 2 FT.MIN.- ' I
<br /> I �:,.
<br /> e 'r accd vrall anel that i. W04D STRUCTtIRRL PANEI SHEATHING WITH A 7HICfC�lESS NOT LESS THAN 5/16 INCH FOR 26-IKCH
<br /> 2•Zx Pu�Te I. Where tha t►eigl►t of a r qu� ed t�r p i
<br /> UD
<br /> � � �
<br /> ' � extends from£oundation to floor above v�ries more ,� ..
<br /> TIMBERSTRAND RIM JOIS� CH FOR 24-INCH STUD SPAQNG. EACH BRACEQ WAI.�PANEI.
<br /> �� �� t e raced wail at�ei sliai!be ' �Q" 5PAQNG AND NOT LESS THAN 3/8 IN
<br /> n 4 fee 1220 mm h b
<br /> tha t
<br /> . � ), P I tr
<br /> �� constructcd in accotdancc with Figurc R602.Ft.3. ��Y FI,L:C�Q„`C�'fZUSS �. tlo`' C��G SHALL.BE AT LEI�Sf 48 INCHESIN LENGTH.
<br /> �
<br /> �� '� • � 2. GYPSUM BOARD WITH MINiMUM '/z INCH THICY.NESS AND F/�ST'ENED AT 7 I�iCHES ON CEPiT�R. EACH
<br /> ;' ,
<br /> ,
<br /> '1!
<br /> 'rcG n a s�
<br /> + iere►l�e lo�vest fioor frlmiu rests di t o
<br /> Z. Wl
<br /> V � g Y ACE OF A
<br /> ' I ' �� � - � -
<br /> ALL PA EL S
<br /> HALL BE AT LEAST 9b INCHES IN L�NGTH WHERE APPLIE
<br /> D TO�NE F
<br /> - - BF2ACED W N
<br /> \. •
<br /> th�n fcct 24�10 m
<br /> ni
<br /> ted o�fouudalion noi less 8 .
<br /> bol t � �f
<br /> �
<br /> )
<br /> 0 BOTH FACES.
<br /> CONCHEt'E� �-4�' in length aious a line of braciug,tlie line sl�nli be coa- �h"G.W.B, QR ! DBl 2x PLAT�S TO PtA7E MIN �8 LAP .BRACED WALL PANEL AND AT LF1aSi�48 INCHES WHERE APPLIED�F'
<br /> STHPPEp� R,,, ,. �� � - ,
<br /> o tH .. „ sideredas(�raced.'i'tiedoubleplateoftf�ecripplestud R602J 'W WALLICONS7RUCTION, E3EAMS �ND HFJ�DERS MUST HAVE 6EARING ON
<br /> o q IRC
<br /> F T 2x CRIPPLE
<br /> . �� _'� s uo wt�t_t. �vall be ond ihe se ment o[footin Ih�t extends!o tl�e A D R502.5 2 . �
<br /> , T R T BLES R502.5 1 N I
<br /> = _ � - Y � g )ACK OR TRIMMER STl1DS AS REQUIRED E3Y I C A O O N
<br /> NFADER W/2x6 BQTT"OM PEATE
<br /> lativcst Cran�cd floor shall bc s ficcd b cxtcndi�i tiie
<br /> fi
<br /> ; P Y t AR R UIREQ.
<br /> T E E
<br /> �_ T IMMER )ACK S JDS
<br /> MOST CASES '�2 OR 3 R I Q
<br /> _� ,_
<br /> I�� - . •
<br /> . , � , ��, uppec top plate a minimuni ot4 fect(1219 nuu)�(�ns , • • .
<br /> ��`� the foundation.Anchor bolts shalt be locatcct a maxi- 2 x 6 STUD WALL @ O/C .(7R 2 X 4 STUD iNALl.@ O/C
<br /> , • �y; IRC R802.10.2 A LICENSED WA STATE STRUCI"UR{1L ENGINEER SNAII. QESIGN TRUSSES ItV ,
<br /> r
<br /> t�c
<br /> o i 1
<br /> murn of I foot and 3 fect 3Q5 and 914 nint)fr �� � , .,
<br /> � ERING SHA�L E3E ON SITE F
<br /> ��� t SCANDARDS. TRUSS ENGINE OR
<br /> Pi
<br /> ACCORDANCE WITH A SI .
<br /> N lY
<br /> i . 'n t!e Coundalion. . ,
<br /> �i stcp i t ,
<br /> � HALL BE ENGINEERED FOR •
<br /> ))i . •
<br /> FRAMING INSPECTION. NOTE: TRUSSES FOR TILE ROOFS S 7HE
<br /> , , . . _ �,:-
<br /> r � ��
<br /> ��� 3. 1Yhcrc cripplc �val[s occur bci�vicen the top of tltc EX(F2A DEAD LOAD OFI TNE 7ILES. TJI INSTALLATION GUIOEL_INES SHALL E3E ON SITE FOR
<br /> , FooYiNa sec7ioN•a' ��`�� tou�idation aud ti�c lotivest lloor f�ansing,tlte bracing FRAMING lNSPECTION. '
<br /> ;- .
<br /> r/ -
<br /> . : ��� ic uircmenls for a stor slial a 1 . •• .
<br /> l
<br /> 4 Y PP Y
<br /> '�
<br /> . NA
<br /> R TATtO ND
<br /> B CED TO PREVENT L1ITERAL 0
<br /> 4. Wficre only tfie bottom oP the Foundation is steppe�l IRC R802.10.3 7RU I SES MUST BE RA
<br /> S: nch=25.d mm 1 toot=�0-3.8 mm.
<br /> ForS t�
<br /> � a��d ihc lo�vcst ltoor fraa�iug rests directty on a sill PROVIDE IATEf2AL ST,'ABILITY IN ACCORUANCE WITH THE INDIVFDUAL TRUSS DESIGN
<br /> . , ,• ,
<br /> a e a e wa d bra in
<br /> i n Sec�ion" "�s less Ih n 8 toa lon in a 25(ct tot t I n h 11 co i e s at c�t lo s v �vall.
<br /> :1Y ee ooi i1 ( J
<br /> Note h c t 8 g g �e s vv boltcct to thc Fouudalions tlic re uircn�cnts of Scciion
<br /> . �
<br /> �1 OR/�WINGS. �
<br /> RG02.1l.i sliull a� �'
<br /> 1
<br /> IPY• _
<br /> f-CJUNDATION WTTH NOT IFSS THAN �Iz"S!"EE�
<br /> ED O
<br /> �tauRs aeoz.11.3 'F�pid F'tAT�S MUS"f BE BOLT �
<br /> DA .
<br /> IRC R403.1.6.1 FflU1V .
<br /> . s7�Pp�o FOUNtia�nor�coNsr�ucnoN IRC R6a2.7 FOR PRESCRIPTIVE EX7ERIOR WALL NEADER 5I2ES, SEE TAaI.E R502.5(1). CED N�T MORE'i'tiAN 6'APART. TH�RE MUSC 6E AT
<br /> U I 0 CONC
<br /> REC
<br /> EA
<br /> ND SPA
<br /> _ DED "MINIM M l�iT
<br /> 60LTS EMBED 7
<br /> • INTERIOR 11ND EXTERIOR NON-BEARING WALLS DO NOT REQUIRE LOAD BEARING HEADERS. � "AND 12"FROM EACH END OF EACN PIECE.
<br /> _ B EEN 3 /z
<br /> B LOCATED EfW
<br /> 0 E OLT
<br /> - . O BOLTS PER PTECE WrrH N
<br /> I
<br /> LEASI'TW
<br /> ! I ' dG PA TI7T
<br /> DSL]QIST UND
<br /> ER AL�
<br /> BEARIP R ON5 _
<br /> FLOOR TRuSSES t°I t�" p/� 14-�� I(tC Ft6U2.9.1.1 STE�L pLATE WASti�RS A MINZMt1M OF�3"X�" '/a"MUST BE USED ON EACH ANCHOR BOLT. . ,
<br /> I _ EjOT-�IPPED
<br /> D ST 9
<br /> E OF
<br /> LATE TO D D FIRE REi'ARDAM'WQO MU
<br /> � SEA�P SLIRE 7REATE AN
<br /> � ES
<br /> _ ENE .FOR PR
<br /> ZRC R319.3 FAST RS
<br /> ' I� l4 TIMBERSTRAND RIM JO1Sl' PLYWOOD FLQOR
<br /> �R w�i2.z pORCNEs,BALCONIES,OR RAISED FLOOR SPACES IOCATED MORE THAN 30� GALVANIZEO 5TEEL, STAINLES5 SCE��OR COPPER. EXCEPTIOIV.• '%z-I�iCFi QIANSETER�R GREATER STEEt BOL�'S. r
<br /> �,.
<br /> ABOVE TNE F100R OR GRADE MUST HAVE GUARDS N�T IESS 7HAN 36"IN HQGHT. OPEN
<br /> ' SIDES OF SrAIRS Wllft A 707AL RISE OF MORE T}iAN 30"A80VE THE FLOOR aR GRADE i � � �r} �- MINIMUM REQUIREMENTS FOR FOUNAATIUNS AHD �OTINGS: � . '
<br /> �� 0�.1,& ARI.� R443 � .. .
<br /> HA D B S EXCEEDS
<br /> MUST VE GUAR F M THE SOLI IOrKIN TING
<br /> DS NOT D VERTI Y RO G
<br /> IESS THAN 34"IN HQGH7 MEASURE C1�u. D WIDTH OF FOO
<br /> E UIRE
<br /> NG
<br /> FOOTINGS MUSt BE A MINIMUM OF 6 INC}iES I�!THICiC('tESS. .WHEf�THE R Q :;' "
<br /> NOSI OF TNE AL R MUST NOT
<br /> TRFADS. ItYTERMED T OR ORNAMEhti CLOSU ES
<br /> T!1 RAI s
<br /> E lS
<br /> UST BE A MINIMUM OF 8 h INCH�S IN THICKNESS. ' �, +
<br /> ALLOW TNE PASSAGE OF A 4"SPHERE OR MORE IN DIAMEfER. THE"IRIANGULAR OPENING � 17 INCFiFS, P�R TABLE R903.1,Tt-{E �OOTZNG M .
<br /> , � ,
<br /> ' I fdf2MED BY THE RISER TREAD Al�tD BOTTQM RAIL OF A GUARO AT TNE OPEN SIDE CAN --- -- •
<br /> _ HA A
<br /> VE SP WHER A ' PH R N T P N.
<br /> A.CE E b S E E CAN O ASS TIiRQt1G
<br /> � R OCA7ED 3"FROM BOITOM AND AT TOP OF STEM
<br /> A L
<br /> z
<br /> FZC 403.I.3 FO
<br /> OTI Ct
<br /> GS: i- lf46 .
<br /> , . e
<br /> /
<br /> nN� . ,
<br /> , ' F�-42� �'�I NG AS���16LY 4�! R CARA�� & CARPORT. wa��orc�uRr���oowN �oo
<br /> !
<br /> � 0 5EPA
<br /> RA7el Y PR O V I D E t-#4 VEk2TtCl�l l3AR A7�i8"OC '
<br /> 1 - fF STEht WAII POUR�
<br /> HANDRAI _. .
<br /> IRC R3 J..S 6 1 LS MUST BE PROVIDED ON AT LEASI'ONE 2 G�
<br /> SIDE OF EACH � Y� r ,.
<br /> C 5� .
<br /> E B B PER I
<br /> C ESR 11
<br /> S M LY
<br /> 0 CE LING AS ,
<br /> OUR Fl..
<br /> 0 R i
<br /> 1 N .
<br /> A
<br /> l ��
<br /> M W LL.
<br /> CON7INUOUS RUN OF TREADS OR FLIGHT WI7N FOUR OR MORE RISERS. HANDRATL , I
<br /> « �RADE WITH STANDARD HOOK AND EXTEND�D 14"INTO � � z
<br /> XPOSURE 1
<br /> �
<br /> RATEp SHEATHING E a
<br /> �S 24 T. '& G. 5PAN )
<br /> � � L � o
<br /> , NEIGN7,MEASURED VERTICAILY FROM THE 7READ NOSING MAY NOT B T A tU D I �
<br /> E LESS H N 34" �
<br /> , . .
<br /> allo TJI FLOOR� JOfSTS IPER FLOOR FRAMi�lG PLAN � �
<br /> I
<br /> NOT MORE THAN 38". HANDRAILS MUST BE CONTTNUOUS�OR 7HE FULL FLIGfiT OF
<br /> �!
<br /> �
<br /> � �
<br /> y
<br /> n
<br /> , ECE WUNDATION WALLS ��
<br /> STAI Ot1CR �t
<br /> RS FROM T Ct C .
<br /> HE T P P PCAI
<br /> 0 RIS 7 ST XNE
<br /> ER T G � A
<br /> 0 HE LOW � U . .4 R
<br /> EST RI E H E K RC 4 4 1
<br /> S R. ANDRAIL END M B Q YERS OF 1 TYP
<br /> S UST E RETURNED � �.A �2 n Z - W l NEIGEiT 8 FT.WS7H Mt1X. �'.�, p�r�
<br /> R ALL MAX. Al ii�
<br /> 0 M ('W
<br /> USi'TERMINA7E IN M AR IN TOP 12:O ,
<br /> EWEL PO N 1-Jf4 E3
<br /> STS OR SAFETY T RM N MI .
<br /> E I ALS. HANDRAILS ADJACEKT TO A O.C. APP i�D TO . I�
<br /> RESILIENT�,CHA�lNELS � 16 l..
<br /> WALL SHALL HAVE A MINIMUM DISTANCE OF -+ "B
<br /> 1 /z ETNiEEN THE WALL AND HANDRA1l, UNE3AlAt�CEO E3ACKFILL 4 FT:M1P�.WAIL 7HICKNESS 7.5 AND Vz OIAMETER
<br /> F OIST
<br /> SIDE 0 J S . t�oR
<br /> T NDER n�
<br /> PERPENDiCULAR 0 t1 E UIVALESIT t c
<br /> D NUT'OR
<br /> H WASHERAN Q s;�-
<br /> ' S.�� ^ �a _ ANC4i0K 801i S RT 6 QC WIT tKh'l1�AD F.PATtERSOH
<br /> 5TRAP5. A.B.U.Cat Na Wh di7
<br /> �
<br /> � I >8 FI...MUS(COMPLY TO TABLE5 oEsi�r�sEawce �
<br /> , I ,�� IF UNBAIANC@D OACKFULI OF>�!�.OR WAII 1-CT )f728UTLERH4tAp. I
<br /> , R404.1.1(2)-9(}4.1.(4)ANO HAVE MIN(2) #9 E3AR IN TaP 12"OF WALL REF3AfL eu�.u�eToe,.rru'+:antorisazu ,
<br /> " All 6_75 FOR 10
<br /> "WAII AND v�or+e�s��o-»s '� '< "•
<br /> BAR 5"FOR 8 W
<br /> F R� r
<br /> � ROM SOII TO Cl 0 ,
<br /> CLFARANCE F
<br /> ' 8.75 FIR i2"WALL.
<br /> �V 1'T`�-� T�SM`�`
<br /> 5�
<br /> �
<br /> � _ . 'i"bC����L �. �`�"��tY 'V��L� �E�t�t� . . . '� �
<br /> l�
<br /> ��
<br /> T AT ftEfAl
<br /> N EAR]"F3 A ��'
<br /> D U D UNDATIONS N
<br /> pA7ION DRAI S MUST BE INSfALLE ARO N FO
<br /> 5.I OUf'3 N
<br /> C R40 F
<br /> . . � ��-.� i� I,��,,, �'j���"`�" � ENCLOSE HABITABLE OR USABL�SPACE BEI.OW GRADE. TILES, PIPES ANQ OTttER APPROVED MATERYALS MUST _ �
<br /> �
<br /> � �
<br /> ' � ' '_ D SCHARGE BY GRAVTtY OR MECHANICAL MEANS 70 AN APPR�VED DRAINAGE SYSi'EM. �� . � .
<br /> X
<br /> � - !t� �' SE ARE M� TMl1PY1 fi[QTES At�U DEfA'Il.S AS PER 2Qt5 �RC
<br /> rva �t� t� .
<br /> . �
<br /> � �
<br /> . . . �
<br /> �
<br /> . 1�'Y � �:: �.���'�'
<br /> f. �' ,
<br /> _ �
<br /> . ��
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<br /> I�
<br /> 'UVV���
<br /> ��� ����ill�'
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<br /> �� . ,
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