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° IRG R�Q�`�,t3.2 A IIC�NSED WA 5TA7E 5TRUCiURAL ENGINEER 5HAtl DFSIGN TRUSSES IN ACCORDANCE WTTH
<br /> " �RC R6U2.8 FIRE BLOCKING SNAl.I.BE PROVIDED l"O CUt'OF�CONC�ALED DRAFT OPEfVINGS(BOTH VERTICAL �RC R8�}.f.2. ENCLOSEO ATTIC AND RAFTER SPACES MUST NAVE CROSS V�NTIEATION FOR FACH SEPARAT�
<br /> ANb NQft�zOiV�Ai.)Td FOFZM AfVb�FFE�.TIV��IR��Af���Eft�BE`MIEEN STOEtI�S,ANb��iW�EN A TOP STORY AND 5PAC�BY VEM'�PENINGS PROTECTED AGAINST'7NE EfJTRANCE OF RAIN AND SNOW. TN�N�i'FRE�1/Eh�T AREA ANSI/TFI1 STANQARDS, TRU55�NGIN�ERING SHALL 8�ON SIT��OR FRAMING INSPEC7TON. IYOTE.' TRUSSE5 FOR
<br /> , � 0 F SPACE. N1All N�T BE k.E5S 7NAN I/iS0 OF THE SPAC�V�NTILATED. DCCEPTION.• TN�AREA MAY BE 1/300, PR�VIDED AT TII.�RaOFS St-lAll SE ENGINEERED FaR TH� EXTRA DEAD LOAD OF TH�TiI.�S. 7�I INSTAL_LATION CUIbEI.�NES ,
<br /> THE R 0 SHALL 8�ON 5I7�FOR FRAMING TNSPECTION.
<br /> INSTALL FIRE BLOCKING d'F: �EAST 50 PERCEf�iT AND NOT MOR�THAN BO PERCEt�tT OF THE REQUIRED VEM-S ARE IN THE UPP�R FORTION OF
<br /> I. If�CONCEALED SPACES OF SCUD WALLS A(VD PARTITIONS,If�CU1DING FURRED SPACES AND PAEtALLEL 7HE SPACE A�lD AT IF�Si 3'ABOVE EAVE VENTS OR iF A VAPOR BARRIER WIi'H A ONE PERM MAXIMt3M RATING IS �RG�t$U2.14,�_'CRtJSS�S MUST BE BRACED TO PREVEPiT LAT�RAL ROTATION AND PftOVIDE IATERRL STAETLII'Y
<br /> ROWS�F STUDS OR STAGGERED STUDS; AS FOL�OWS: APPI IED TO THE WARNi SIDE OF TNE CF_tt�t�G. 7NE OPENIfVGS MUSi'B�COVERED WITH CORROSION-RFSI5TANT �N aCCORDANCE�Ml"H THE INDIVIDUAL TRllSS DESIGN DfiAW1�fGS.
<br /> A. VERT7CAL�.Y AT THE CEILING AND FLOOR LEVELS. '/a"SCREEN.
<br /> B. tiORTZONTALLY AT It�i7ERVALS NOT EXCEEi�ING 10 F�Ei�. �RG R602.7 FOR PRESCRIPTIVE EXTERIOR WALL H�ApER SIZ�S,SEE TABLE R502.5(1). INTERtOR AND EXTERIOR
<br /> - 2. AT ALC.IM'ERCONNECTIONS B�W�EN'CONCEALEt7 VERTiCA�AND HORIZQNTAL SPACES SUCN AS IRC R5U2.7 7�IST5, RAFtERS AND TRUSSES MUST BE SUPPORTED TO PREVEM"ROTATION BY INSTAt.LING SOL.ID �p�_g��{���At1S DO NOT REQUTRE LOAD-HFARING HEADERS.
<br /> OCCUR AT 50�FI75,DROP CEIf.INGS ANb COVE CEILINGS. BLi}CKING AT ERCH BEARING POINT OR AS R�QUIRED BY NlANUFACTURER. "
<br /> 3. IN CONCEALED SPACFS BEfWEEN 5TAIR STRINGEftS AT 7HE TOP ANd 80Ti'OM OF THE RUN. . �C R.$Q�.x.X.l P1.YW40D Rt}OF SH�ATHING, IF EXPOSED QN UND�RSIq�, MUST BE DREft10R GRADE.
<br /> 4: AT�PENIf�GS AROUND VEi�iTS, PIPES,AND DIJCTS AT CE.II..ING AND FLOOR LEVEI,WII'N AN APPROVED IRC R602.7 IN WALL CQNSTRUCTIOiVr BEAM5 ANd tiEADERS MUST NAVE B�ARI�EG ON JACK�R 7RIMMER SiUDS
<br /> MATEFZIAI.TO R�SISi"THE FftEE PASSAGE QF F1AME AND PRODUCCS O�CQM�USRON. A5 REQUIRED QY IFtC i'A�LES Ft502.�(2}A[VD R5Q2.5{2). IN M�ST CASES, 2�R 3�FRIMM�W3ACK STUDS ARE� �RG R�QS.$,B KOOF VALLEY FLASHING MUST NOT$E LESS THAN [�l0. 26 GAG�COf2ROSI0N-RESISi"At�lT SHEE�'
<br /> 5. FOR SITE-BUI�T CHIMNEYS AND FIREPlACFS, FIRE BLOC4CING MUST 6�A MINIMUM O�1"7HICK A�1Q REQUtRED. METAL AND SHALL IXT�Nb I1 INCHES FROM TNE CEt�fTER UNE EACN WAY.
<br /> • SU4�PORTED O�! MEf'Al STRIPS OE2 M�TAi�LATH. IRC R905:2 ASPHA�.T SHINGl.ES REQUIRE UNDERLAYNSEM'(15[.B FELT PAPER OR EQUIVAI.ENT)AND A MINIMUM
<br /> 6. FIRE BLOCKING OF CORNICES QF A TUVO-FAMILY DWEL�tNG LS REQUIRED AT TNE LINE O�DWE(�L..ING
<br /> 4:12 P1TCH��!SOLID SNEA7NED DECKS. ASPHALT SNINGLES MAY B�INSTALLED�t�Sl.OPES AS�OW AS 2:].2, IF
<br /> UNIT SEPARA7`ION.
<br /> PROVIDED DOUBL.E UNOERLAYME(VT. ASPHA�T SHINGES SHALL B�SELF SEAI.ING OR BE IN-i�RtOCKiN .
<br /> 1?_"MIN �RC R905.8.2/ R905.8.6 WOUD SNAK�S REQUIRE UNDERLAYNiENT. WflOD SHAKE WEATNER IXPOSURE SNAE.L
<br /> IRC R3#1.5.6.1 HANDRAIL5 MUST BE f'ROVIDED ON AT LF�1ST O�tE SIqE OF EACH CO(�il�lU�US RUN OF TREAdS
<br /> t}R�1 IGHT W1TH �OUR OR MORE RISERS. HANDRAIL NEIGffT, MEASURED VERTICALLY FROM THE TREAD BE INSTAiI�Q PER TABLE R9Q5.8.6.
<br /> PITCH /�,
<br /> NOSING, MAY NOT BE IESS THAN 3Q"AND �lOT MORE THAN 3$". NANDRAILS MUST BE CONTINUOUS FOR THE `� W
<br /> FUll.FLIGHI'OF STAZRS�ROM THE TOP RISER TO THE LOWEST RISER. HANdRAI�ENDS MUSi'BE REfURNED OR MIN 1"AIR SPACE WIND SAFFEi�
<br /> MUST TERMINATE IN NEWEI�POSTS OR SAFETY TERMZNAIS. NANQRAIES ADJACENT TO A WAL.E�SHAL.L HAVE A �
<br /> MINIMUM DISTANCE OF 1-'/z"BETVJEEN THE WALL AND HANDRAIL. 2 x VEf�TED BIRD BLOCfQNG EVERY SPACE �..,,`` �
<br /> BAFFEL �O DCTEND 12"VERT ABOVE INSULATiON
<br /> IRC R312.2 PORCHE5, BALCONIES�OR 4ZAISED FLaOR 5PACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR � - BLOCKit�G VENTED
<br /> GF2ADE MUST NAVE�UARDS NOT�ESS THAN 36"IN HEIGHT". OPEN SIDES OF SfAIR5 WITH A T07AL RISE OF MORE 1 x 6(SJ4 x 6)CEDAR OR P.T. FASC`IA BOARD
<br /> S. ,
<br /> TNAt�30"A80VE'i"3iE FLOOR OR GRADE MUSi"HAVE GUARDS NOT LESS THAN 34"IN HEIGHT MEASURED R36 MIN INSULATION IXCEffT R30 IN VAU�7ED CQLING ��� Hi EACt-{TRUSS 4 X 5 CONTIN GALV. METAL OR EQ GUTTER � �
<br /> VER'fICALi.Y FROM i'ME�fOSING OF TNE 7REAbS. iNTERMEpIATE RAItS pR ORNAMEM�AL CIOSURES MUST' NOT ``��.�
<br /> AkLOW 7NE PASSAGE OF A 4"SPHERE OR MORE IN DIAMETER. T'HE TR3ANGUlAR OPENING FORMED BY THE RISER, W/2"� DOWN TO DRAIN SY5TEM
<br /> , TR�AD,AND BOTTOM RAIL 0�A GUARD AT TNE�PEkV SI[3E CAN NAVE A SFACE WHERE A 6"SPN�RE CANNOT PASS �
<br /> 1
<br /> � THROUGH.
<br /> '/z"G.W.B. OR D8�2x P[}ITES TO PtATE MIN 48"LAP ,/2"G.W.g. �-
<br /> � IRC R3I1.2.1 REQUIREb DCi'EFtIOR IXIT BALCONIE5, 5TAIRS,ANQ SIMiIAR EXIT�ACELiTIES SHALL BE POSITIVELY GARAGE SENEAThi HABrTABLE ROOMS TO BE SEPARAI�ED BY S/8"GW6 TYPE X � SCREEN VEHT IN
<br /> ANCHOR�D TO TH�PRIMARY STRUCTUR�TO RESIST BOTH VERTICAL AND LATERAt FORCES. SUCH ATTACHMEN7 PLY�R VINYL SOFFIT
<br /> SHALL NOT SE ACCOMPLTSHED SY USE OF 70ENAI[.S OR NAILS 5UBJECT TO WITHDRAWAL. WAL�TO B� 'fz"6WB
<br /> IRC Et602.7 FflR PRESCftIPTIVE EXTERiOR WALL HEApER SIZES,SEE TABLE R502.5(1}. NEADER W/2x6 B(7TTOM PLATE
<br /> IRC 3i9.1.�b COk.UMN5 AND POSTS C.00ATED ON CONCRECE FLOORS IXPOSED TO THE W�ATt-iER,WATER INTER[QR AND EXTERIOR N01�-BFARING WALCS RO NOT €2EQUIRE l.OAD-BFARING HEADERS. •
<br /> SPl.ASH�R IN BASEMEtVT5 MUST BE SUPPORTEO BY CONCRETE PFERS OR METAL PEDFSTALS PRO)ECTING ABOVE , 2 x 6 STUD WALL @ O/C 2 X 4 STUQ WALL @ O/C
<br /> FLO�RSt UNLESS APPROVEb WOQD OF NATURAL RE;iSTANCE TO DECAY OR TREATED WQflD IS USED. THE � SIQING AS PER ELE1/ATION�OVER HOUSEWRAP OVER '/�"PLY(OSB) SHEATHING
<br /> PE�E�1"Als MUST PROJECT AT LEAST 6"'aBOVE DCPO5ED EARTH AND AT LFASi' i"AB�V�5UCH FLOOR5. FRESFi ntR WiLL BE SUPPLIED BY A WHOLE}IOUSB FAN,OR A CENTRA�.FORCED nIR FURNACE
<br /> _ SYSTF:M, OR WALI,OR WINDO�VEM'POR'F'S TN ElAE3lTAF3LE RaOM5,OR A iiEAT-RECOVERY
<br /> �RC R319.i#4 WOOD MEMBERS�M"ERING CONCR�E WALL.S MUST BE PROVIDED WI7i-t A�/z"AIR SPACE AT VENTILATEON SYSTEM. �RC R6o2.l0.ii IXTERIOR AND INTE{tIOR 6RACER WALL LINES ARE REQUIRED�R ALL BUILOINGS.
<br /> TOP,SIDES AND ENDS. TYPICALLY I[�tTERIOR BRACED WALL UtJES NEED TO BE BRACED AT 25 FEET Oh!CENTER, OTHER OPTLONS MAY
<br /> • �'�'•�T 2 EXIST. INTERIOR BE2ACED WAl.I I1NES MAY BE LOCATED AT 35 FEEi'ON CENTER TQ ACCOMMODATE ONE 900 SQ.
<br /> �RC R&02.9/602.id.2 CEtIPf�L�WAI.LS Mt1ST BE�RAMEO OF STUDS NOT L�SS I�i SIZE THAt�TNE STUDDING insulation and 1��indows: �T'. R04M. WHEN AHY WALL LINE OF TNE BUILDING IS�VER 50 FEET LOiVG,�H�IM'ERIOR BRACEO V�IAIL MUST
<br /> ABOVE. WHEN IXCEEDING 4 FEEi�IN tiQGHT,SUCH WA�LS MUST BE FRAMED OF STUbS HAVif�G TFtE SIZE HAVE A CaNTI{�'UOU5 FQOTTNG AND FOUNBATION OR A E3RACED(SHFA7H�D)CRTPPLE WALI 6FLOW. DC('ERIOR
<br /> . REQUIRED�OR Ats ADDITIONAL STORY. CRIPPLE WAUS LESS THAN 14 INCHES HTGH MUST BE SNEATHED ON AT �raming Giazinq % U-factor Ceiiinq Vaulied 4�Yails Floor Siab gRqCED WAII LINFS MUST HAVE A BRACED WALL PANE�AT EACH END. BRACED WALL PANElS THAT"DO NOT BEGIN
<br /> L�1ST ONE SIDE AND FASf�tVED TO T�P ANQ BOT'1'OM PI.,�TES OR THE CRIPPLE WALLS NAV�SOLiD BLOCKING. AT THE BUILDING CORNER ARE ALLOWEQ TO 6EGIN WITHIN 8 FEEf FROM TEi�CORNER IF ONE 180�l8.CAPACCf�Y
<br /> CEZIPPLE WALL5 MUST BE BRACED WITH �S%MORE BRAC�NG 7HAN AS REQUIRED FOR THE WAtl ABflVEI WI7N 2� construction'" unlimiied 0.30 R-49''A R-38 R-21 R-30 R-10 HOLDOWN IS PROVIDEO AT TNE END OF TNE PANEL Ct_OSEST TO TNE CORNER,OR IF A 2-FOOT BftACED WALL
<br /> WALl.FANEL SPAQNG NOT MORE THAN 18 F�ET. PANE�IS PROVIDED AT BOTH SIDES OF THE CORNER.
<br /> VsIHERE f0071NG SECTION'A�is�noRE tNari a F-c, SEAL PLATE TO �RC R602 10 &IRG R602 ip 4 BRACEb WALL PAPIEL CONSTRUCTION METHLIQS. THE C4NSTRUCTION OF
<br /> /sPuc� PfiOVIQE METIIL 71E 16 GA.8Y 1,5 BY 4 FT.MIN.,encH R602.�1.3 Stepped foundattons. Wi�ere slcppcd founda- '/�" PLYWOOD Ih! KTTCHEN & SATN OVER BftACEQ WALL PANELS MAY IN ACCORDANCE WITH ONE OF THE FULLOWING METHODS(OTH�R METHODS IXIST
<br /> StDH OF SPUCE W!8•16d COtAMOiJ NAILS. lion5 OCCur,the following rcquirements apply: �1a"PL`(\NdOD OR OSB 7&G GLUE&NAIt. GLUE ALI.5EAMS PLYWOQD FLC}C3R BLIi'ARE LESS COMNtONLY USED):
<br /> 2x S1LL PLA7E �2 FT.MIN,-�
<br /> 2•2x Pv�ze 1. VV�ere the heiglit of a tequired braced�vall panel that i. WOOD STRUCTIIRAL PANEL SHFATHTNG WiTH A THICKNESS NOT LESS THAN 5/16 INCH�OR 16-I�IC
<br /> extends from foundation to flaor above v�ries more , STUD
<br /> �� •� than 4 feet(1220 mm),the braced walt pattei sl�aft be �� !4� �f`'�BEiZSTRAND RIM JOIST SPAQNG AND NOT LESS TNAN 3/8 1NCH FOR 29-INCH STUD SPAQNG. EACH BRACEQ WAI.�PANEL
<br /> ;: „ � constructed in accotJance�vith Figure R602.I 1.3. �q' FL.C�Q.`T"'2USS � t 1e��� d JG SHALL BE AT LEAS`f 48 INCHES IN l.ENGTIi.
<br /> , �; �� � 2. Wl�ere�ha lowest floor frlmiug rests dircctfy on a sil! 2. GYPSUM BOARD WITH MINIMUM 'h INCli THICKNESS ANQ FASTENED AT 7 I�tCHES ON CEi�iTER. EACH
<br /> < : � - BRRCED WALI PANEL SHAL�BE AT'LF�IaT'9b INCHES IN LE�lGTN WHFRE APPLIED TO�NE FACE OF A
<br /> `\�-� bolted to 1 fouudalion not less than 8 fcet(24d0 m�n) � � • DBL 2x PLATES TO PtA7E MIN 48"LAP BRACED WALL PANEL AND AT LFJaSf-g8 INCHES WHER�APPLIED TO BOTH FACES.
<br /> �ONCRE'i'E�, " " � in tength along a line of br�ciug,llie line shalf be con- /z G.W.B. OR
<br /> STEPPEO� sr. .. �� � sidered as braced.'I'tie ctvuble late of tBe cri Ic stud
<br /> FOOT(NQ •� �� ?xCRiPPIE P �'p IRC R602J [N WALL CONS7RUCTION, QEAMS AND htEADERS MUST HAVE BEARIN6 ON
<br /> . ��� , � _�� sTu�watt �vall beyond the scgment o[CooEing th�t cxtcnds to lfte
<br /> ' lotivest framcd floor slialt be spticcd by cxtending Uie �ACK OR TRIMMER STUDS AS REQUIRED E3Y IRC TABLES R502.5(1�AND R502.5(2), IN H�qDER W/2x6 BQTTOM PkATE
<br /> ��„ MOST CASES, 2 QR 3 TRIMMER/JACK STUDS ARE REQUIRED.
<br /> - � ��, \\\ upper top ptalc a minimum o(4 fcct(1219 nuu)a(ang - �
<br /> � the foundation.Anchor bol�s sliaft be locate�f�rnaxi- IRC R802.J.0.2 A LICENSED WA STATE STRUCTURAL ENGINEER SN{iLL DESIGN TRUSSES 1N 2 x 6 STUD WALL @ O/C .OR 2 X 4 STUD WALl.@ O/C
<br /> ����i mom of 1 foot and 3 fect(3Q5 and 914 mm)froui tl�c '
<br /> ��� ACCORDANCE WrTH ANSI�i'P.1I St"ANDARDS. TRUSS ENGINFERING SHA�L E3E ON SITE FOR
<br /> ��i, sicp in flie Coundation. �
<br /> �))� FfZAMING INSPECTION. NOTE.• TRUSSES FOR T1LE ROOFS SHALI BE ENGINEERED FOR TNE
<br /> ` �� ���T�n� ���� 3. \Vlicrc cripplc �vatls occur bet�vicen tlie top of thc EXTRA DEAD IOAD OF THE 7ILES. T)I INSTAI_LA7ION GUIDEIINES SHAI.L E3E OtV SITE FOR
<br /> � FOOTINQ SECTION'A' ���� fo�rtid�tion atid d�e lo�vest tloor franriug,the bracing FRAMING t NSPECfION.
<br /> . : ��� requircmcnls for a srory st�al!appiy.
<br /> � 4. Whcre onty tl�e bottom o�the foundation is stepped IRC R802.10.3 7RUSSES MUST BE BRACED TO PREVEN7 lA7ERAL ROTATION AND
<br /> ' ForSl:linch=z5.amm,Itoot=90-1.8mm, alid 111C lo�vcst floor fr;ttni»g rests directly on asil! PROVIDE IATEf2l�L ST�ABII.ITY IN ACCORQANCE WITH THE INDIVIDUAL.7RUSS DESIGN �
<br /> . Note:Whacc(ooting Secaion"A"is less lhan 8 feci iang in a 25 fect rotal Ieng�h wall,pro�iJe brecing at c8pplo swd walL b0I1CiI(O(ItC fOUtitl;Uions,the reqaircn�cnts of Scction (��WI�`}�S
<br /> RG02.11.1 sliufl apply. .
<br /> f10URE R802.11.3 IRC R403.1.6.1 FQUNDA'F�Ot�I.P.I.ATES MUSf BE 80LTED TO FaUNDA"i"ION WTTH NOT IFSS THAN Yz"STEEC.
<br /> STEPP�b FOUNDATION CONSTRUCTION IRC R602.7 FOR PRESCRIPTIVE EXTERIOR WALL HEADER SIZES, SEE TAE3LE R502.5(1). gQ�TS EMBEDDED 7"MINIMUM IPSf�O C4NCRETE AND SPACED N07 MQRE THAN 6`APART. THERE Mt3ST BE AT
<br /> � It�TERIOR AND EXTERIOR NON-BEARING WALI.S QO NOT REQUIRE LQAD-BEARING HEADERS.
<br /> LEASC T1rV0 BOI.TS PER PIEC�WITH ONE BOLT LOCATED BETWEEN 3 '/z"AND 12"FRQM �ACH END OF EACN PIECE.
<br /> DSL JQIST UNDER ALL BEARIPdG PARTTTTONS
<br /> FLOOR TRUSSES t° !�" (}/C 14-�� IRC R602.9.I.1 STEEL pLATE WASHER5 A MINZMUM OF 3"X 3" �la"N1UST BE USED ON EACFi ANCHOft BOL.T.
<br /> ,, SEA�PLA7E TO IRC R319.3 _ FASTENERS.FOR PRESSLlRE TREA7ED AND FIRE-REi'ARDAN�'W�OD MUST BE 0�H0�'-DIPPED
<br /> l 4 TIMBERSTRAND RIM JOISf PLYWOOD FLQOR GALVANIZED STEEL, STAINLESS STE�I.OR COPPER. DCCEPT70N.• '/z-INCH DIANfETER OR GREA7ER STEEL BQL7S.
<br /> IRC R312.2 PORCNES,BALCONIFS,OR RAISED FLOOR SPACES LOCATED MORE THAN 30" �
<br /> ABOVE THE FLOOR OR GRADE MUST HAVE GUARDS NOT LESS 7HAN 36"IN HQGFiT. OPEN -
<br /> SIDES OF SfAIRS WITF{A TOTAI RIS@ OF MORE THF�N 30"ABOVE THE FLOOR OR GRADE , IRC R�3Q� 1.�TARI.� R4U� � MINIMUM REQUIREMENTS FOR FOUNDATIONS AHD �'f1NGS:
<br /> MUST HAVE GUARDS NOT LESS THAN 34"IN HQGH7 MFASURED VERTICALLY FROM TNE SOL.ID BlC3r'KTNG
<br /> NOSING OF THE'CREADS. IKTERMEDIATE RAIIS OR ORNAMENTAL CLOSURFS MU51"NOT FOOTINGS MUST BE A MINIMUM OF 6 INCNES IN THICKNESS. .WHEiV THE REQUIRED WIDTH OF FO�TINGS IXC DS
<br /> ALLaW THE PASSAGE OF A 4"SPHERE OR MORE IN�iAMETER. TNE TRIANGULAR OPENING 17 INCFiFS, PER TABLE R403.1,TNE FOOTZNG MUST BE A MIHIMUM OF 8 '/� INCHES IN THICKNE.�S.
<br /> ' fORMED BY THE RISER,TREAD,AND BOTTOM RAIL OF A GUARD A7 THE OPEN SIDE CAN ----- -�
<br /> . HAVE A 5PACE WHERE A 6'SPHERE CANNOT P{tiSS T}iROIJGN.
<br /> � IRC 403.1.3 FOOTIt�tGS: 1- It4 BAR lOC1�TE0 3"FROM BOTiOM ANO AT 70P OF STEM
<br /> F,,�,QQR l IN� ASS�M6LY 4V�R GARAG� & CARPORT: � WALLORSURNED•dOWN�00TiNG � e
<br /> � �- -IF STEM WAII POURED SEPARAYELY PROVIDE 1-#4 VERT1CAl{3AR AT a8"OC �
<br /> �RC R311,S.6.1 HANDRAILS MUST SE PROVIDEO ON AT LEAST-ONE SIDE OF EACH 1-HOUR F�.00R CElLfNG ASSE�vIBLY B PER 1CC ESR-T'I5� 2��
<br /> COMfINUOUS RUN OF TREADS OR FI.IGHT WITH FOUR OR MORE RISERS. HANbRATL / �RADE WI�TH STAhlDARD 1f00K AND EXTEND[D 14"INTO STENi WA�I. Q � � �
<br /> HEIGNT,MEASURED VER7ICAU.Y FROM THE TREAD NOSING,MAY NOT BE LESS THAN 34"
<br /> �8/24 T. & G. SPAN RATEQ SHEATHING (EXPdSURE 1) ��'� 0(L
<br /> AND NOT MORE THAN 38". HANDRAILS MUST BE CON7INUOUS FOR THE FUIL F�IGHT OF TJI FLOOR JOISTS PER FLOOR FRAMiNG PLAN � ��, � �\y
<br /> STAIRS fROM 7HE TOP RISER 70 THE LOWES7 RISER. HANDRAIL ENDS MUST"BE REfURNED TWO �.AYERS OF �n TYPE X G�B �RC 4U4.1.4 RESTAINED PLAIN CONCR�E FOUNDATION WALLS
<br /> OR MUST TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A RESILlENT CHANNELS � 16» O.C. APPI..iED TO MIN. 1-if4 SAR IN TOP 12:OP WAtL,M0.X.WAtI HEIGHT 8 FT.WITH MNC- �b.��j����+s��
<br /> ANCi K�BO� RT 6 LOC W li WRS ER AND NIfC OR EQ,U VAlEt17 At C1 OR }�,y,�ppF.PATFFASON
<br /> WALl.SHALL HAVE A MINIMUM DISTANCE OF 1-�/x"BETWEEN THE WALI AND HANORAIL PERPENDICULAR TO UNDERSIDE OF �OISTS �����w�'
<br /> STC = 50 srr�Ps.
<br /> 06SIGN SEAVICE
<br /> " �N IF UNBAt11NC[D E3ACKFULL OF>A FT'.OR WRLL tiT>B F1...MUSi COMPLY TO TABLES )»pgU7lEAN1lC R0.
<br /> R409.1.1(2)1104.I.(4)ANO HAVE MIN{2) #9 6AR 1N ToP 12"OF WALL RE�A(i eu�.urcrar.wuw�,nronsaau
<br /> CLFJIRANCE FROM SOIL TO Cl OF REBAR, 5"FOR 8"WALL,6.75 FOR�0"WAIt AND
<br /> Pn0.vE T57-0SDS
<br /> t�l 1T� I�Sl`�lT 8.75 FIR i2'WAII. '
<br /> 5i
<br /> ��IC�►L � �"��Y WAL1L S��€��V ��
<br /> ' " IRC R405.1 FOUI`sDATION DRIIINS MUST BE IfVSTALt�D AROUND FOUNDATIONS THAT RETAIN FARTH AND
<br /> " �j SM`� �D'2`�"�il� St}E�'1 � • ENCLOSE HABITAS�E OR USABL�SPACE B�LOW GRADE. TILES, PIPES AND OTHER APPROVED MATERIALS MUS7 ��
<br /> � bISCHARGE 8Y GRAVITY OR MECHANICAL MEANS 70 AN APPROVED DRAINAGE SYSTEM.
<br /> NQ�j'�!!• T�--tESE ARE.M�NTP�IUM MOTES A[�fD DEI'A�LS AS PER 20t5 �RC ,
<br /> � ���� ��'�������
<br /> � �������� ��� ������
<br />
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