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: �RC R6U2.8 �IRE BLOCKING SHAi.I.BE PROVIDED TO CUT���CONCEAI.ED QRAf-T OP�NINGS(BOTH V�RTTCAL �RG R$q.$�2 �NCL:4SEq ATTIC AND RAhTER SPACFS MUST NAVE CKOSS VENTI[.ATiaN FflR EACH SEPAftATE I��.Q�..A t tCENSEU WA 5TA7E STRUCTURA��NGIN�ER SHALL OFSIGN TT2U5S�S IN ACCOftDANCE WT7H
<br /> AND HORI�OfV1�AL)7(7�Q(ZM AND �FF��V��IRE�A�I�I�R�$�iVtWEEN SfC1Et1�5,ANb �ETW�EN A TOP Si"ORY AND SPACC�Y VENT OP�NINGS PROTECTED AGAINST T�iE ENTRANC�OF RAIN AND SPlOW. TN�N�T'FRE�VEh�i"AREA ANSI(TPIZ STANDARbS, 7RUSS ENGIN��fZING SHALL 6� 01�SIT�FOR FRAMING IN5PECI�ION. lYCJ7'E.• �t'RUSS�5 FOR
<br /> . �i'NE ROOF SPACE. MAl(NOT BE l.FSS TFlA�i 1/1S0 OF TH�SPACC VEM�StATED. EXCEP770N.• TF{�AREA MAY BE 1/300, PR�VIDED AT TIL.� ROOFS SHAt.I.SE�NGINEERED FOR TNE EXTRA QEAD LOAD OF 1`FiE TIL�.S. TJI INS7'Al_LATION GUIbELiNES
<br /> . INSCA[.t,�IRE BLOCK�iNG 1lT; LEAST SO PE�ZCENT AND NOT MORE TNAN BQ PERCENT OF TH� REQUIf2ED VENTS ARE IN THE UPP�R PaRi�IO(�OF SHALL SE ON SI7E K?R�RAMING INSPEC(ION.
<br /> 1. I�E CONCFALED SPACES OF SFUD WALLS AND PARTITIO(YS, TNCLUDING FURR�D SPACES AND PARALLEL THE SPACE Ai�lD A7 LFASf 3`AE30V� E11V�VENTS OR IF A VAPOR SARRIER WITH A UNE PERM MAXIMUM f�7�NG IS
<br /> ROWS OF STUDS OR STAGGERED 5(UDS;AS FOLl.OW5: APPCIED TO TH�WARM 5IbE 0�TNE CEILING. TFiE OPENINGS MUSf'BE COVf-.€tED WITN C4Rf�OSION-RESIST�A(�iT ����$�2•�p ���11�5�5 MIJSr BE BEtACED TO PRFVEt�iT LATERAI RO-i'ATION AND PROVIDE IATERAI. Si'ABILZfY
<br /> A. V�R�CFlLl.Y AT THE CEILiNG AND FLOOR LEVELS. '/a"SCE2�EN. IN ACCORDANCE WITH THE IhiDIVIUUAL TRUSS bESIGN DEu1W(NCS.
<br /> B. NQRTZUNTALLY AT It�"T'ERVALS NOT ECCEEDIN� 10 F�Ei�.
<br /> ��[R�R642.7 FOR PRESCRIPTIVE DCrERiOR WALt.H�ADLR SIZES,S�E TABLE R502.5(1). INTE_RtOR AND EXT�R[OR
<br /> ' 2. AT ALC.IN�t'�RCOt�NECIIONS B�TWE�N'CONCEAL�O VE�tTTCA�.AND HORIZON7AL SPACES SUCH AS IRC R5q2.7!JOIST'S, RAFTERS AND TRUSSES MUS7 BE SUPPORTED TQ PREVEM"ROTATION BY INS7�ALLING SOl.ID NON-BF�IFZING WALlS DO NOT REQUTRE LOAD-BFAFtING HF�DFF2S.
<br /> OCCUR AT 50�f-TtS,DROP CQI..I�SGS ANO COVE CEILINGS. BLOCtCTH6 A1'FACN B�P,RTf�aG POINT QR AS REQIJIRED BY MANUFACIURER. ' � �
<br /> 3. iN CONCEA�.ER SPACES BETVJEEN S['AIR STfZING[RS A�I�'THE TOP AND BOTTOM OF THE RUN. �R� R8U�.2.1.�. PLYWOOD R(lOF SN�ATHING, I� DCPOSED ON UNDERSIDE, MUST 8E�XTERI�R GRAD�.
<br /> 4: AT�PENINGS AROUND VEt3TS, FIPES, AND DUCTS AT CF�LING AND FLOOR LEVEL,W�H AN APPRaVED IRC R602.7 IN WALL CQNSTRUCITON, SEAMS�1ND HEADERS MUST HAVE EEARING O�!J�CK OR TRIMMER STUDS �
<br /> , f''IATERIAI..TO R�SIS��I�H�FREE PASSAG�QF FtAME AND Pf20DUCTS OF CQMBUSTIafV. AS RC-QUIRED BY YRC T'A�LES RSQ2.�(�.)�IND F2,5q2.S{2). Z�t MQST C'��ES, 2 OR 3 TRIMM�RJJACK STUbS ARF �RG R�QS$��RppF VALLEY Ft.1�St�IF{G MUSi'NOT SE LESS-F'HAN HO.26 GAG�COFtROSION-RFSISTAM'SH�EI'
<br /> 5. FOR SIT�E-BUI�T CHIMN�'(S AND FiREPLfICFS, FIRE BLOCS<ING MUST B�A MINIMUM OF 1"7HICK AND REQU[RED. MEFAl�AND 5HALL FJC�I`�ND I1 INCHFS FROM TFIE CEI�fTER I.IrJE EACH WAY.
<br /> � SUPPOR7ED ON ME7'A�ST'Et�€'S�R MET'At�IArFi. •
<br /> 6. F€RE BLOCKING OF CQRhiICES OF A TWO-FAMILY DWEL�ING IS REQUIR�D AT THE LIN�OF DWELLING XRC EZ905:2 ASPH�ILT SNxNGl.ES REQUIRE UNDERLAYN{EM"(15LB FEt�T PAPER OR EQUIVAI.EM�)AND A MIN1MUNi
<br /> UNIT SEPARATION. 4:12 P1��CH (7N SOI�Q SHEATHED DECKS. ASPHALf 5htI�tGLES MAY BE IP�STA[.LED�h!S�OPES AS[�OW AS 2:12, IF
<br /> � �' PROVIDED DOUBLF UNDERLAYMEfVT. f\SPHA�l"SHINGES SHALL 8�SfLF SEA(ING OR BE It�i'ERLt}CKIt�G.
<br /> IR,__C�t311.5.6.1 HANpKAZLS MUST B[PROVIDED OfV AT IEAST'O�tE S�DE 0�EACH CONTINUOUS RUN OF TREAOS 17_" MW R� C R9�5.8.2 K905.8.6 WO�D SHAKES REQUIR�UNDERLAYNiENT. WOOb SHAKE WEATHER DCPQSURE SHALL
<br /> OR�l.IGHT WiTM f4UR OR MORE RiSER5. NANQRA��.NE�GEiI', MEASUREO VERTICAI.LY FROM THE'TREAD E3E INS(At_!_�Q PER TABL�R905.8.6.
<br /> NOSING, MAY NOT B�LESS 7HAN 39"AND �tOT MOR�TH�N 38". NANDRATLS MUST BE CON7�NUOUS FOR THE PITCH �
<br /> FUIL FUGKi'OF STqIRS FROM TFiE TOP RiS�R TO THE I�OWESf RISER. HANDEZA[C.ENDS MUST BE REfURNED OR `i`''��„` .` MIN 1"AtR SPACE WIND BAFFE�.
<br /> MUST TERMINAT�IN NEWEI.POSTS OR SAF�Y TERMINAtS. t-iANDRAItS ADJACENT TO A VJALI_SHAI.L HAVE A �_
<br /> MINIMUM DISTANCE�F 1-Yz"BETWEEN THE WALL AND HANDRAIL. `\ 2 x VEN7E0 BIRD BLdCKING EIJERY SPACE
<br /> BAFF�L �0 EXTEND 12"VERT ABOVE INSlJLATION � � ..,`,`\`�
<br /> xRC a312.2 f'ORCN�5, BAI.CQNIESr OR RElISEO FL�OR 5PACES LOCATED MOR�THAN 30"ABOVE TNE FLOOR OR BLOCKING VEN7ED
<br /> GRAD�MU5f HAV�BUARDS �tOT LESS THAN 35"IN HEIGEft'. OPEN SIDES OF STAIRS WITH A T07'AL RI5E O�MORE �---------- � 1 x 6 (5/� x 6)CEDAR�R P.T. FASCIA BOARD
<br /> TNAN 30"ABOV�THE FLOOR OR GEZADE N1U51"HAVE GUARQS�l01'LESS THAN 34"IN HEIGNT MEASURED R38 MIN INSIlt1�T10N IXCFffT R30 IN VAUL7EU CEtLING `�\�: Hi EACH 7RUSS 1�, �.
<br /> VERTICALtY FROM'i"NE NOSING OF TH�TR�ADS. INTERMEDIA7E f2AItS QR QRNAMENTAL CLO5URE5 MUST NUT ''�`� 4 X 5 COMIN GAl_V. METAL OR EQ GUTTER � ` �
<br /> ALI.OW THE PASSAGE OF A 4"SPFfERE OR MORE IN DIAMEi'ER. THE TRIANGUlJ1tt OPENING FORMED SY TNE f2ISER, �-�
<br /> . TREAD, AND B07TOM RAIL QF A GUARO AT TNE QPEN SIDE CAN HAVE A SPACE WH�R�A 6"SPH�RE CANNOT PASS WJ2"0 DOWN TO DftAIN SYSTEM �' '
<br /> � THROUGH.
<br /> '/z"G.W.B. OR DE3L 2x PLATES TO PIATE MIN 48"(AP `� T/z"G.W.B. � �
<br /> IRC R3Ix.2.1 REQEJIRED IXTERIOR IXIT BALCONIES, STAIRS,AND SIMiIAR EXIT PRCIt.ITIES SNALL BE POSITIVELY GARAGE gENh�1TN FiAgITABLE ROOMS 70 BE SEPARfII-EC) E3Y SJ�3"GWB TYPE X i 5CREEN VENT IN
<br /> ANCHQR�D TO TH�PRIMARY STRUCi(1R�TO RESIST BOTH VERTIC�i�AND LATERA�FQRCES. SUCH ATTRCHMEN�1� €'LY OR VINYI.SOFFIT
<br /> SHAL�NOT 6E ACCOMPLISHEQ BY USE OF TOENAILS OR NAILS 5U6JECT'TO WITHDRAWAL. WALI.TO 8E 'f�"GWB
<br /> IRC R602.7' �OR PRESCRIP'tIVE EXTERIOR WAIL NEADER SZZES,SEE TABLE R502.5(1}. HEADER W/7_x6 f301-1�OM PLATE
<br /> IFtC R�t�19.1�� COf.UMN5 AND POS7'S LOCATEQ ON CONCRETE FLOORS IXP�SED TO TNE WEAT!-iER,WATER INTERIOR AND EXTERIOR NON-BEARING WALIS QO NOT REQUlRE €.OAD-BEAftING HEADERS. \
<br /> SPLASH OR IN BASEMEM"S MUST BE SUPPOR�EO BY CONCREI'E PIEFtS OR METAL PEbFSi'ALS PRO)ECTING ABOVE 2 x 6 S`RJD WALL.@ O/C 2 X 4 S7UD WALL @ O/C '
<br /> FLOORS� UNLES5 APPROVED WUQD OF NAtURAL RESI5TANCE TO DECAY OR TR�ATED WOOD IS USED. THE �
<br /> PEDEST'ALS MUST PROJECT AT LEASt"6"A60VE IXPOSED EAFtTH AND AT lEASf' 1"ABOVE SUCH FLOORS, t�RF:SFi rIIR W1L1,I31;SUPP[.i6b F3Y A WHOLE FiOUSE FAN,OR A CENTRA.t.1=0RCGD AIR FURNACE SIDING AS PER ELFVATION OVFR HOUSEWf2AP OVEfZ '/z"PLY (OSB) SHEATHING
<br />_, SYS7EM, OR WAI.t,Oit WiNDOVJ VEM'POtt'F�S it�l EIAf3iTABLE ROOMS,OR�l 1{EAT-R�;COVERY
<br /> IRC R319.1#4 WOOD MEM6E�tS Ft�t"ERIHC CONCR�TE WALLS MUST BE PROVIDED WIl`H A Yz"A1R SPACE AT V�NTfl.ATlON SYSTGM. �
<br /> T�P,:SEDES AND ENDS. �C R6o2.io�11 EX(ERIOR AND INT�RIOR SRACED WALL LINES ARE REQUIRED FflR ALL EiUZLDI(VGS.
<br /> �'A.R�2 TYPICAILY I[�ff�ERIOR BRACED WAt_l LIiJES t�tLFD 70 BE BRACED AT 25 FEEC ON CEtYTER, OTHER OP7IONS iviAY
<br /> �RC R6fl2.9(6Q2.10.2 CRIPPC�WAl,tS MUST BE fRAM�O OF STUpS NOT LESS IN SIZ�7HAN TNE STUODING fnsulaxion and 1�t'indows: EXISI". INTER[OR BftACED V�/AlL LINES MAY 8E LOCATED AT 35 FE�1'ON CENTER TO ACCUMMODATE ONE 90Q SQ.
<br /> ABOVE. WHEN IXCEEDING 4 FE�T IN HEIGHT, SUGH WAllS MUST BE FEtAMED OF STUbS FiAVING TNE SILE fT. ROOM. WNEN AKY WALL UNE OF�f't#E BUJLDING IS OVER 50 FEEF l.ONG,THE ZM'ERIOR BRACED WAL�MUST
<br /> . R�QUIRED�OR AN ADDIiTUNAL STORY. CRIPPLE WAl1S LESS TNAN 14 ZNCHES HTGH MUST 8E SHEATHFD ON AT f=raming Glazinq%o U-factor Ceilinq Vaulied l�Yalls �fo�r Slab HAVE A CONTI�'UOU5 �007TNG AND FOUNDA7ION OR A E3RACED(SNFATHFD}CRIPPLE WAtI BFLOW. E?:1'Ek2IQR
<br /> I_�1Si'04VE 5ID[AND�AST-ENED TO Tt�P AND BOTi'OM Plr�TES OR'tHE CFtIPPLE WALLS HAV�SOLTD BLOCKING. �--- � � BFtACED WALI.I1NFS MUSf HAVE A BR/10ED WALI.PANEL A'i' EACH END. BRACED WALI.PANEIS THAT DO NOl'BEGIN
<br /> CFZIPPLE WALLS MUST BE BRACEO WRH �S% MOft�Sft/iQNG THAN!�S REQUIRED FOR THE WALL ABOVE,WITN ?� construction'' unlimiied 0.30 R-�l°"''' AT THE BUILDIPIG CORNER ARE ALLOWED TD E3EGIN WITHIN s3 FE�T FROM TH�CORNER IF ONE i.800 lB.CAPAC'_I7Y
<br /> R-38 R-21 R-30 R-10 HOLDOWN IS PROVIDED A7 THE END OF'fNE PANFL CLOSE51"TO THE CORNER,OR IF R 2-Ft}OT BRACFD WALL
<br /> WALl.PANEL SPAQNG NOT MORE TNAN 18 f'EET.
<br /> PAN�L IS PROVIDED AT BOTH SIDES Of=THE CORNER.
<br /> 1NHERE FOOTING SECTION'A'IS MORE THAC!e Ff., S��P��.�.�� RC R602.10 & IRG R602.1Q 4 €3RACEU WALL PAPt��CqNSF'RUCTION METNODS. THE C�NSTRUCTIOf�OF
<br /> /sPLic� PROVIQE PAETIIL 71E ta GA.SY 1.5 8Y 4 FT.MiN.,�cH R602.�1.3 Stepped foundntlons. Wfjere stepped founda- '1z"P�YWOOb (N KITCHEN & BATH OV�R BRfiCEQ WAII.PANELS MAY IN ACCORDANCE WITH 0�1E OF Tf►E FO�LOWI(UG METHODS(OTHER METHODS QCIST
<br /> SIDE OF SPUCE W(c3-Isd C0IAMOT!NAILS. tiOn5 Or.cur Ihe followi❑ re uirements a t 3 PLYWOOD �LdOf2
<br /> 7x511LP1ATE �?�t.Mit�.._._� , g q pp y: 1a"PLYINOOD Oft OSB T&G GIUE&NAiI G�UE ALL 5EAMS BUT AR[ LESS COMMONLY USED):
<br /> 2•2xPlATE 1, Wisete the height of a requited bracecl�vali panel that 1. �NOOD STRUCTURAL PANEL 5HF�ITHING I�tITFi A THICKNESS NOT LES5 THAN 5/16 INCH FOR 16-INCN
<br />- ; extends from foundatian Eo floor above vories more ----- �--`� STUD
<br /> „ �� than 4 feet(127.0 mm),ihe braced walt pauei sliali be ��"'�� �MQe���� ����T� SPAQNG AND NOr LFSS TNAN 3/�3 INCH FOR 24-INCht STUD SPAQNG, EACH BfZACEQ WAL.L PANFI
<br /> �� construc(cd in accordancc witEi Fi urc R602.11.3. ��
<br /> ;; ;, �� . g �Q' FI.�C�Q.'C"12US5 � �to`' [��G SHALC.BE FlI'LEASf 48 INCFiFS IN I.ENG7H. -
<br /> � = � _ � 2, Wtiere tl�a lo�vest fioar framiug rests dircctfy on a si!! 2. GYPSUM BOARD WITH MINIMUM �/� INCfi TN(CKNESS AND Ff�S7ENED AT 7 INCHES ON CEt�i�fER. EACH
<br /> coNCRE�E� �, „ '�� bol�ed to a foundation not less(han 8 fcet{2d�10 nun) : Sf2ACED WALL PANEL St{AL� BE AT LEA.`it'96 INCHES IN LENG(H WHFR[APPLIEfl 70�NE FACE OF A
<br /> ST&PPEO'- �„ ;; ;: �--' � ialengtt�aloog a line of brlciiig,tl�c tinc sli�!!be con- �/z"G.W.B. OR DBL 2x PIAZ�ES TO PLA7E MIN 48"LAP E3RACE0 WALL PANEL AND AT LEAST 9f3 INCHES WHERE APPLTED TO BOTH FACES.
<br /> �oo7�t�o ., ��p�PP�E sidcredasbraced,'Chedoubleplatcofti�ecripplcstud IRC R602.7 [N WALL CONS7RUCTION, QEAMS �ND HEI�DERS MUST H/�VE BEARING ON
<br /> � '� " , -��-` STu�wAu, tivaU beyond the scgment of footing thnt cxtends to tlie '
<br /> , G lawest Ccamed floor sital(be spliced by exlendi�ig the �ACK OR TRIMMER STUDS AS REQUIRED E3Y IRC TABLES R502.5(1)AND R502S(2). IN HFADEft W/2x6 BUTTOM PfATE
<br /> � ��" MOST C1�SES, 2 OR 3 TRIMMER/JACK S�tUUS ARE REQUIREO.
<br /> m � � ��` ��� upper to��plalc a minimum o(4 fcct(1219 mt�i}a(nng
<br /> � ����� the foundation.Anchor bo1�s shafl be locatccf a n�axi- IRC R8fl2.10.2 A LICENS[D WA S�AT[ STRUCTURIIL ENGINEER SHAIL DESIGN TRUSSES IN
<br /> � 7_x 6 STUD WAI.L @ O/C .OR 2 X 4 STUD WALR @ O/C
<br /> ���� mum of 1 toot and 3 fect(3Q5 and 914 mti�)frotti tl�c ,
<br /> ���� stcp in the fouz�da�ion, ACCORDANCE WITH ANSI�i"PIJ. STANDARQS. TRUSS ENGINFFRING SHALL E3E ON S[TE FOR
<br /> � �� �Rt'�"�T���T�»T:t« - f=RAM1NG INSPECTION. NOTE: TRUSSES FOR TIIE ROOFS SHALI E3E ENGINEERED FOR THE
<br /> -� ��;;� 3. 1Vhcrc cripplc tival(s accur bct�vicen Ihe top of thc EX7�RA DEAD LOAD OF THE TILES. 7JI INSTALI ATION GUIDELINES SFiALL E3E ON SITE FOR
<br /> � FooYiNa secrioN•a• ���� tound�(ion atuf dse lo�vest tloor Iraa�ing,t}�e bracing FRAMING INSP[CTION. -
<br /> ��� requiccinenls for a story sGall apply. �-
<br /> � ForSf:l inch=2s.a mm,�[oo�_�at.e mm. 4. Whcre only l(ie bottom o£the Foundation is stepped IRC R802.10.3 TRUSSES MUST BE E3RACED TO PREVENT IATERAL ROTATIOt� AND
<br /> aifd tl�c lotivcsi floor Cracuing res�s directly on a sill PROVIDE tATERl�L ST�BILITY IN ACCORDANC� WI7N THE INDIVIDUAL TRUSS DESIGN �
<br /> Nole:lYhece Cooting Scc�ion"�1"i;less than 8(eei tong in a 25(ect totet lengih wail,proeiJc bracing et ct(pp�c ztuJ�valL f101fC(I IO(ItC IVUti(I:IIi01tS,the tequiren�cnts of Seciion
<br /> �iau�e�soz.i�.3
<br /> RG02.11.1 siiall apply. ��WiNGS.
<br /> S7EPP�t3 FOIINDATION CONSTRUCTION ,
<br /> IRC R602.7 FOR PRESCRIPTiVE EXfERIOR WALL HEADER SI2ES, SEE TAE3lE R502.5(1). IRC R403.1.6.1 FOUNDt�TI�ht PlA7�S t�1US7 BE f30LTED TO f-OUNDATlON WTtH NOT LESS THAN '/z'S7EE�
<br /> � INTERIOR�ND EXrERIOR NON-BEARING WALLS DO NOT REQUIRE LOAD-E3EARING HEADERS. E30LTS fiMBEDDED 7"MINIMUM I�iTO CONCRETC AND SPACED NOT MORC TNAN 6'APART. THERE M115T BE AT
<br /> D8L JOIST UNbER ALL BFARI�dG PAFZTITIONS LEAS1�TWO BOLTS PER VIECE�!I-i�N ONE BOLT LOCATED HECWEEPI 3 �/z"AND l.2"FROM �ACH END OF EACfi PIECE.
<br /> FLOOR TRUSSES � ���� O/C 1��� IRC jt602,21.1 5TEEL F�LATE WAStlERS A MINIMUM OF �" X�" 'la"MUSi�BE USED ON FACH ANCNOR BOL,T.
<br /> �� SEAL P4ATE TO �RC R319.3 . FAST�N�RS.FOR PR�SSUR�TR�TED ANt? FFRE-REd'AfZDAM'W�OD MUST BE 0�NOT-DIPP�D
<br /> IRC R312.2 PORCHES,BALCONIES,OR RAISED FLOOR SPACES IOCATED MORE THAN 30" �'4" �IMBEf2STRAND RIM ��ISr
<br /> p������-�� GALVAt�IZEa STEEt�, S�[-AINLES5 STECt.OR COPPER. EXCEPTION.• '/z-INCFi DIAt�EI�ER 4R GREATER STEEL 60LTS.
<br /> ABOVE THE F�OOR OR GRADE MUSr HAVE GUARDS NOT LFSS THAN 36"1N HQGHT. OPEN -
<br /> SIDES OF STAIRS WITFi A TOTAI RISE QF MORE 7HAN 30"ABOVE THE FLOOR OR GRADE
<br /> MUST HAVE GUARDS NOT LESS THAN 3F}'IN HFIGHT MEASURED VERTICAt.t.Y FROM 7HE ' � �R�F2403.�&TA�l�F�qO�.� MINIMUM REQUIREMENrS FOR�OUNDATIONS AHD F40TINGS:
<br /> NOSING OF THE'iRFADS. IIYTERMEDIATE RAIL$OR ORNAMENTAL CLOSURES MUST'N07 SOC.ID BLOrKING
<br /> ALLOW THE PASSAGE OF A 9"SPHERE OR MORE IN DIAMEfER. THE TRIANGULAR OPENING Ft}OTINGS MUST BE A MIKIMUM OF 6 INCHES IN'THICKNESS. .WFSE(�THE REQUIRED WIDTH OF FflOTTNGS IXCEE�S
<br /> FORMED BY TNE RISER,TRFAD,AND B07TOM RAIL OF A GUARD AT 7t�E O�h SIDE CAN I7 INCHFS, PFR TASt�E R4�3.1,TNF f-OQTIt�lG MUST BE A MIPtIMUM OF 8 Yz INCEiFS IN TNICKNESS. �
<br /> - �
<br /> ; NAVE A SPA(�WHERE A 6'SPHERE CANNOT PliSS THROtiGH. ~ ----------- �
<br /> / IRC 403.I.3 FODTIiVGS: 1 - a4 QAR IOCJ�7E0 3"FROM BQT7'OM AND AT TOP Of ST'�M
<br /> �R�R311 5 6 � HANDRAILS MUSi'BE PROVIOED ON AT LEAST"ONE SIDE OF EACH �-QQR�C�I.�IN AS M�LY OV�R ARAG� &.�ARPORT' �
<br /> COHTINUOUS RUN OF TRFADS OR FUGHT WITN F�UR OR MORE RISERS. HANDRATL �-'HOUR F�.00R�CEILING ASSEMBLY B PER 1CC ESR�--1�I5� �x�v �-- WALL�R�URNED-dOWN C-a07iNG
<br /> -JF STEM WAII POUREO SEP/1RATElY PROVIDE 1-#4 VERTIC,kI(3AR A7 98"OC � e �
<br /> NEIGHT,MEASURED VERTICALLY FROM THE TRFAO NOSING,MAY NOT BE LESS 7HAN 34" �8/24 r. & G. SPAN RATED SHEA�CHIiVG (EXFOSURE 1) �� �RADE WITFi STANDARD HOOK AfVO EXTEND[D 14"IN70 STEM WAIL. Q � a �
<br /> AND NOT MORE THAN 38". HANDRAIIS MU$T BE CONTINUOUS FOR THE FULL FLIGH7 OF TJI FLOOR JO(57S PER FLOOR FRAMIPIG PLAN +� �'t" j o
<br /> STAIRS FROM 7HE TOP RISER TO THE LOWEST RISER. HANDRAIL ENDS MUST BE RETI.IRNED TWO I.AYERS OF 1�» TYPE X G�B ¢�, � �\c,'"
<br /> OR MUST TERMINA7E IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAiIS ADJACEM-TO A
<br /> WALL SHAIL HAVE A MINIMUM DISTANCE OF 1-'/�"BETWEEN THE WAIL AND HANORAIL. RESILI�NT CHAPINELS � 16n O.C. APPLIED `CO ZRC 404.�.4 RESTAIHED PLAIN COHCRETE FaUNDATtON WALIS
<br /> MIN. 1-i�4 SAfZ IN TOP 12:0f=WAi.L,MI�,Y.WAtI FIEiGt3T 8 E-T.WIT!{M/�X_ �b�„����i�i��
<br /> PERPENDICULAR TO UNDERSIDE OF �OISTS Ul�BAtANCEO E3ACKFiLt 4 FT.MtN.WAIL THICKNESS 7.5"AND Vi'aIAMETER
<br /> STC = 5O ANCHOK BOL75/t7 6'C1C WRIi WAStIER AND NUT OR EQUIVA�Eff'f"AtJCf{OR �,y,�ppF.PAFTERSCX4
<br /> ,_ STRAP5. A.BA,Catli�.lYh647
<br /> :�� IF UNBAIANC[D QACKFULL OF>4 FT.OR WALL tit>8 FC...MUST COMPi.Y TO 7ABLE5 DESfGN$EAVtC6
<br /> R404.1.1(2)-90�l.1.(4)ANa HAVE MI�t{2) #9 E3AR IM 70P 12"OF WAII REF3A{2 »TZeuT�eAwuAo.
<br /> e�aiweToe+.rr�sKuaiat sazu
<br /> `� �„I„� ��M.� CLEARANCE FROM SOiI TO Cl OF€2EBAR, S"E'-0R 8"WALL,6_75 FOR 10"WALI AND A�a+E�s�o�as
<br /> 8_75 f�IR i2"WAII.
<br /> � _ : . T'1(P�CAL �. �"C��tY �V�LL S��C�� . ����� �� ������� S1
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