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HomeMy WebLinkAboutLarge Format" ' CIMEN&ION NOTE&, ~ DENOTE& CENTERLINE DD1EN&ICN ~ DENOTE& EDGE DD1EN&ICN 5YM60L INDICATES SIDE ~ "' ·' N " ,:. ~ -+---<+---~ u ,a:. N 4'-6 1/2 11 STAIRS DOO'l 4'·111/2 11 5MoKE DETECT * 110V Ill/ 11'-11/2 11 2'-!'Zl 0 X 4'-!'Zl 0 2'·!'Zl 11 X 4'·!ZJ" RH. CA5EMENT RH. CA5EMENT 2'·!'Zl" X 41-rz>• RH.CA5EMENT ---- LIVIN'11 ROOM 11'-411 X 14'-4° CARPET FLOOR VAULTED CEILNG 5MoKE DETECT * l~W/ !lATTERY 6'·41 !;1-!'ZlM X 41-!'Zl 1 X-0 H.V. ·---·--~-·--------- ------·-···-··-------EGRE55 BEO •1 12'-1 11 X !8'-6 1 CARPET FLOOl'i -+---<'>---~ ~ 'i[ r--=--------=--------=-"11 6ATTERY ROD I l ... --------------------INTERIOR CLG LNE ----------------------=--=-------=--=--1 41-011 61-FDLD ...... 1!1111;-__ s; __ _ v- = ' FLUSH EA Tit;:; 6AR =-=--=-=-=-=-=--=-=-=-11 ---C --------------------____ g ___ _ 1!; ;,. f:cANGE HOOO NOTE, -HOOD DUCT TO OJT51DE THROl.l(lH A 51,k;LE WALL DUCT UITH A SMOOTH SUl<FACE AND 6E INSTALLED AIR Tic.HT. DUCT 5HALL 6E EQUIFED Ill/ A 6ACK DRAFT DAMPER DUCT 15 NOT -ITED TO TEFMINATE N ATTIC OR Cl<AU.L 5FACE FER IRC SECTICN MIS02 -HOOD TO 6E SIZED TO ALLOW FOR ~ CfM <MIN) H!EFMITTENT U5E FER IRC MISUJ BUIL.CING AREA& 0 MAN FLOOR AREA • e 4 i!1 5Gl. FT. 0 LIPFEl'i FLOOR • 1 9 b 5Gl. FT. IN&UL.ATION NOTE 0 FLOOR• R-31!) MN 0 WALLS • R-21 MN 0 RDDF (FLAT/ • R-38MN 0 RDDF (RAFTER/ • f'i-31!) MN 0 WINDOWS, OJ& UMAX 0 DDOR5. i!12i!1 U MAX l=LOOR ABBREVIATION& C CARPET V YHYL T TILE H HARD!ll?OD M MAR6LE P FEl<60 ABBREVIATION& ABV l'lM 61,l; CCNC D6L DF. DIA FND FTG FLR HF. HT MAX MIN oc. FCKT II! Pl.CS P.T. 5TDHDR 5Ul9FLR T«; TYP V.T.0.5. A60YE 6EAJ1 6EAR!tl:. = DOU6LE DOIJ<,LA5 FIR DIAJ1ETER Fo.NDATICN FOOTltl:. FLOOR HEMLOCK / FIR HEk.HT MAXn-1.11 MNfl'1\11 CN CENTER POCKET PLATE PLACE& FRE55URE MATED STANDARD HEADER eiJeFLOOR TCNGUE f Gl<OOYE TYPICAL VENT TO OJT51DE SHELVES V Qo! DISH! V ~ jWASHERj 5MoKE I I T.P. EX..i FAN --1 DETECT KITCMt,I I : 1oo !!I >s< 12·-ti~•xa·-s-1 1 ,_,,-~ ~ w ·-". M, -.. ·-..!..·----~ -IIIZ>V WI urn. n.r,, ,;.,"" ~ WI V.T0.5. YllllEDIUti; IOOCl'MMIN •~===::::::-1 !lATTERY l ____ _,HOOD~~A60YE~~-,[pwlsEF~RIGoo~I PLUMl3 FDR 31-0° X 3'-IZ)' X·O flV. *1 11 SILL !-IT 2'-3 1/2 11 ICE MA'<ER h!/'-3 3/4' 12'-1 V4' &'-0' Fl!lEF!,l o 1U6 / SHOWER COM6CUNIT &'-I!) 1/4' 6'-4' $ F'l...AN 1/4" • l'-e>" ~ A BEO #I 12'-1 11 X 11'-11• CARPET FLOOR EGlsE55 ... --·--·· 5''-0' X 4'-izi 11 . X-DH.V. r--------------------------------·- f--------------------------------- f------------------------------- f----------------------------------- f------------------------------- f---·---------------------------- f--------------------------------- f--------------------------------------- f--------------------------·---------- & IO E EI...EVAilON 1/4" • 1'-0" b'-611 f SHELF lilJI.I I= I R E B L. 0 C K I N a, N O T E, PROVIDE 2"X FllsE6LOCKltl:. AT ALL CCNCEALED SPACES DF 51UD WALLS WAND PARflTICNS NCLUDltl:. Rli<l<ED 5FACES, AT THE CEILNG AND FLOOR LEVELS AND AT IIZ>'·i!1" INTEl<VALS 6CTH VERTICAL AND HORZONTAL TEMF'EREC a:L.AZIN'11 NOTE WINDOWS LABELED 'TEMPERED' ON FLOOR PLAN SHALL COMPLY WITH 11'C 3'1>8.1 FOR MANLIF. LABEL DESIGNATNG THE TYPE AND THICKNESS DF GLASS AND THE Si'l'ETY GLAZNG STANDARD WITH WHICH IT COMPLIES AND SHALL 6E VISl!lLE IN THE FINAL NSTALLATION AREAS REQUIRltl:. S,>fETY GLAZltl:. SHALL 6E NOTED CN THE FLOOR FL.oN AND COMFL Y WITH SECTION IRC 3"8.1.1 &140WER NOTE& ALL SHOWER RECEPTORS SHALL 6E TESTED FOR WATERTIGHTNE55 !lY FILLltl:. WITH WATER TD THE LEVEL OF THE ROIIGH THlsE5HOLD. THE TEST PLIJ(; SHALL 6E 50 PLACED THAT 6CTH LIPPER AND LNDER SIDES DF THE SU!l·PAN 5HALL !lE SU6JECTED TD THE s J TEST AT THE FOINT ll.l£RE IT 15 CLAMPED TO THE DRAIN CEMENT, FISER-CEMENT, OR GLA55 MAT GYP5Ll16ACKERS N COMPLIANCE WITH ASTM C ~ea. C 132!,, OR C 1118 AND NSTALLED N ACCORDANCE WITH MANLIFAClURERS' RECOMMENDATIONS SHALL 6E USED AS !lACKERS FOR WALL TILE IN 1U6 AND SHOWER AlsEAS AND WALL PANELS N SHOWER AREAS N TUB IN&UL.ATION: VAPOR 6ARRIER ON INSULATION INSTALLED 6EHIND 6ATH1U65 OR OTHER SUCH AREAS, WHElsE THE 6ACKNG DF THE N5ULATION DOES NOT FRE55 />6AINST THE 6ACK DF THE GYFSUM WALL6CARD OR OTHER COYERltl:., MU5T 6E UNElACKED OR HAYE A !lACKNG WITH A FLAMESFlsEAD RATltl:. NOT TO EXCEED 2& AND A SMoKE DENSITY RATltl:. NOT TO EXCEED 4oi!1. IF UNeACKED Nei.JLATION re USED, A MDl51UlsE 6ARRIER MUST 6E NST ALL ED WITH THE SAME SAME FIRESFREAD AND 5MCl<E DENSITY RATING5 STATED A6CYE &MOKE OETECTOR NOTE, ALL 5MQ<E DETECTORS MU5T 6E LNKED TOGETHER 50 THAT IF ONE 15 ACTIVATED THEY ALL 5DL.ND DETECTORS SHALL 6E PLACED N ALL 5LEEPNG ROOMS AND ONE DETECTOl'l PER FLOOR IN AN ADJACENT COMMON AREA VAULTED CEILINGS THAT CAUSE A CHANGE IN HEIGHT IN EXCE55 OF 24" SHALL HAYE AN ADDITICNAL DETECTOR EGRE&& NOTE& ALL UINDDIOO LABELED AS EGRE55 ON PLAN M115T MEET THE MINUMUM REGJJIREMENTS FDR EGlsESS UINDCIOO EGRE55 WNDDW5 SHALL HAYE A MINIMUM NET CLEAR OFENltl:. AREA DF !i.1 eaFT. THE MINIMUM NET CLEAR OFENltl:. HEIGHT SHALL 6E 24' THE MNIMUM NET CLEAR OFENltl:. WIDTH SHALL 6E 21!)" HEilHT TIMES THE WIDTH SHALL NOT 6E LE55 THAN !i.1 SQFT. ALL UIINDOIOO LA6ELED AS E<,RE55 CN PLAN SHALL HAYE A SILL HEIGHT DF NOT MORE THAN 44" A60YE FINISHED FLOOR LEVELS PER IRC 3li!1.I '11ARAGE NOTE, GAR.'6E SHALL !lE SEPARATED FRa-1 THE lsE51DENCE AND 115 ATTIC AREA 6Y NOT LE55 TH.oN (I) t,• TYPE 'X' (;116 APPLIED ON THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 6E SEPARATED FRa-1 ALL HABIT Alll.E ROa15 A60YE 6Y NOT LE55 THAN (l) LAYERS If." TYPE 'X' (;116 OR EQUIVALENT WHERE FRArllNG EXCEEDS 16" OC. WHElsE THE SEPARATION 15 A FLOORICEILltl:. A55EMllL Y, THE 5TRUC1URE SUPFORTltl:. THE 5EFARATICN SHALL ALSO 6E PROTECTED 6Y NOT LE55 TH.6N \' TYPE 'X' (;116 OR EQUIVALENT GU.13 SHALL 6E NAILED Ill/ 6d NAILS T' OC. AT 60TH FEILD AND EDGES TYPICAL ALL OFENING5 SUCH AS DOORS AND ATTIC ACCE55ES SHALL 6E MIN. ~" SOLID CORE DOORS DR A JI!) MNUTE RATED A55EMllL Y AND SHALL 6E EQUIPT WITH SELF CLD51tl:. AND SELF LATCHltl:. HARDWARE ALL FENETRATION5 SHALL 6E &TEEL, FERROJ& OR COPPER PIPE&, OR STEEL CCNDUIT, OR ONE (I) HOUR LISTED A55EMllLIES 6' SCALE 1/4' Ci;ENERAL. NOTE&, 0 ALL DIMENSIONS ARE FRArlltl:. TD FRAMNG AND 6A5ED ON AC1UAL MATERIAL THICKNE55 0 ALL WINDOWS UNITS TO 6E MILGARD VINYL FRAMES Ill/ Af'ilG1'I GAS AND LOJI 'E' COATNG PROVIDE 5ClsEEN5 AT ALL DFERA6LE LtllTS O VERIFY ALL ELECTRICAL W/ Dlll'IER/BI.IILDER ON SITE PRIOR TD INSTALLNG V.I.A.Gl. C O C E N O T E, flVA.C. CCNTRACTDR TD PROVIDE INTEGRATED FRESH AIR SUPPLY SYSTEM WITH FUfit-lACE DUCTNG PROVIDE OJTSIDE AIR DUCT 51ZED FER CODE AND CONTROLLED 6T A MOTORIZED DAMPER CCNTROLLED 6E A 24 H0JR TIMER (LOCATE N UTILITY ROa1! l=URNACE NOTE&, IN 5E15MIC ZONES 3 AND 4. WATER HEATERS SHALL 6E ANCHORED DR 5TRAFF'ED TO lsE51ST HORIZONTAL Dl5FLACEMENT DUE TD EARTHGIUAKE MOTION. &TRAPPltl:. SHALL !lE AT POINTS WITHN THE UPPER THIRD AND LCUER THIRD DF ITS VERTICAL DIM!;N610N APPLIANCES CAPABLE DF PRODUCNG A 5FAf'K DR FLAME LOCATED IN A GARAGE SHALL !lE INSTALLED WITH THE PILOT AND 6UfsNER5 OR HEATNG ELEMENTS AT LEAST la" A6CYE THE FLOOR eiJl<FACE ALL DUCTING WITHIN GARAGE (GROUP U') TO 6E CCNSTRUCTED DF STEEL Ill/ MIN WALL THICKNE55 OF l!).019' (NO. 26 GALVANIZED SHEET GAGE) AND HAYE ND OPNENING5 INTO THE G!ARAGE AREA NA1URAL GAS FIRED FIJri!W:E AND WTl'i HTR TD VENT TO OJT51DE WTR HTl'i TD HAYE M55UlsE RELIEF VALVE TO DRAIN 6Y GRAVITY TD OUTSIDE IN ADDITION TO lsEQUIRED FlsESSURE RELIEF VALVE, AN APPRCYED AND LISTED EXFAN&ICN TANK SHALL 6E INSTALLED PEF< THE MANlF. 5PECIFICATION5 B' 12' 1'-f)II TOPE WNDOW RD.fl !ll ' s "' !il ' ., SUeFLOOR TOPE • "' ' i,, SUeFLOOR -- ~ •• ~ L.J D D = r r ~ - 4'-6 t,711 EI -----, I I I I • ____ _J ---@---- --~---- &TAIRSUP 60u 4&• CONC TE PAD 2'-611 2'-0 l/2 11 4'-6 1/2 11 - - 41-111/2 11 3'-01 2·-a· . ~SR 5 DI I !=~ONi \'j'-2· 2'-!Zl' X 2'-IZl 11 PIClURE EIU·I TWO CAR GARAaiE 16'-10 lt1 11 X 23'-1 11 INT DIM 4" THICKI CCNC 5LA6 9'·6' CLG /TYPJ 'Q'-ll l/2 11 Jg'-2' $ MA I N 3S'-011 35'-011 ~ l... . . - - - - - - - - - - - - - - E!..EVAilON 6'-2 1/2 11 '3'-2 112• 0 0 ~ 114" • l'-e>" W-3 L':11 !Iii-I 3'-0° DOORIII/ DEAD6CLT ONE CAR GARAaiE 10'·6 I;" X 23'·1".INT DIM 4" THICK/ CCNC SLA6 9'-6' CLG (TYF) &'-3 l/2 1 11'-3 l/2 11 F'l...AN l/4" • l'-e>" 6'-(tl• - - - - - - - - - - - - - - CRYER VENTINa: NOTE: DOMESTIC DRYER MDl51UlsE EXHAUST DUCTS SHALL NOT EXCEED A TOT AL CGl"llllNED HDRIZCNTAL AND VERTICAL LENGTH DF 14'-I!)', INCLUDNG (2J 90!>• EL6CW5. 2'·i!1" SHALL 6E DEDUCTED FDR EACH W' EL6CW N EXCE55 DF (2) • - Dm?TE5 5n"ll'5Gl< HOLDDIN FE< FLA'l FS'ER TO FO.MlATK;t,i FLA'l FOR STRAP CALLOJT AND NOTES Dm?TE6 5n"ll'5Gl< HOLDOIIN FE< FL.oil FS'ER TO FLOOl'i ~II:; FL.o/l5 FOR REQUIRED HDLDOII.N DENOTES SHEAR WALL REFER TO SHEET Ll.0 FDR REQUIRED SHEATHING AND NAILNG G PRANCHINI e l7~7liAN e iARO\AI" Q•flaN I Qi<AnlNa 1708 f ACOMA l'f. PR. •. fUMN•~, WA 98290 206.425.46!1-4 & CAL E, 1/4" • 1'-12)" ENGINEERING, HODGE ENGINEERING ElLPG PE FT: CIT!' OF RENTON CHECKED 13 y, FR INT PATE, 1224.112) REVISION& 12.212).112) PRELIMINARY 136F 12.22.112) ENGINEERING l35F 12.24.112) 13LPG DEFT 136F ElUILPER AFFROVAL, DATE DATE HOMEOII.NER AFFROV AL, DATE DATE FLAN NUMElER PROJECT HOLMES RESIDENCE c· ,_1ly Of ,..,c1nri· Ae11t in9 D· . on 'l!l1sior, j,',N 1 J {UJ/ ll{j ~"" ,~ t;:Rlf£1tp~ N -v.;~'@ WASHING, · N &HEET TITLE, FLOOR FLAN& 5HEET NUMElER A= 1." '' ,,e,',;.~.,,, .• _, ·' ,.,,., ..... ,.,, .. ,·.,~, 4'-8 114• 11:l'-2 11 NOTE, YfRIFY MUSILL 5FI ICE LOCATIONS ON 51TE AT TIME OF CON5"f"ROCTION EACH 51LL SECTION TO W.YE A MI-IIMU1 OF (2! ANCI-IOR 60!.15 '-'-to v4• 3'-3" '-W 112" ' ,.----------------------------------------------------------------------------------------------------------, FROYIDE 24" L® '4 l<E6Af< 51UllS 24" OC. TO TIE FORCH TO R>ID Gl<ADE -. FIFE V 5LEAYE I . -~ . . --- SECTION VIEW :.. ~ "' "' • i .. '· ELEVATION VIEW I 1 . .i• , •· '" .... • .i •!' " • I SOOl4 i .. , ',,'',,,, ---------------------------------------------------1 STHD~'Xb' P.T.111lSILL llV '+XIII" All. : • -.,, I , I . . •'·"' o.c. MP WllHN a• "' CD !=OUNDATION FENET~~~~~~ I ', 4" THICK = ilLA!l 1 ·• ~ll.END& MP COFIIEJw ~™ 1 • ', OYER 6" MIN. ' • 01-ee NOTED I ·• ',,,,',,,, ~:i::i~~ • • , ' ' Of< Fl6Ef<MEeH l<EIM'Gl!"Cltl<. - • • • r-------, I I I I I I I I I ~ I I I I I I I I I L----------J ', ll>IDER ilLA!l W/ (4) '4 f<E6Af< EACII WAY ',, '-, ',.,.,.,. r--, ---1 ' I I ~'-. I I ' I I '-,,,,, L __________ J ~~ ~ ', t-~ '-.~ "'"'' UNDER 6LA6 W/ (4! '4 f<E6Af< EACH WAY ~ ~ i ',,,_ mE c~w <I'. ~'<"',' i~o_ ~ ~ '-,,, __ • <, MIL SLACK FOL Y MOl6TUl<E , 6Af<f<1Ef< TYPICAL ON Clf<O.i'ID ·, . I 51HDl4 - 5THDl4 50LID 131:ARING &HO~ Ff<OM 131:AM Of< Glf<DEf< Tl<IJ5S ENDS A!lOYE 5THDl4 &THDl4 6" ~DE FaWATI~ WALL UV ~"Xh' FOOTttl TYPICAL IWER ~ESo 01\IE~ISE NOTED 1" MINlt1J1 EMeEDMENT FOf< ALL #ICHOI< SOLT5 .. • "' .. . "' mi:J CD 6" 311><3nx1411 SQUARE re ~ER5 TYPICAL ~-(I) •4 cONUIIIOll5 HOf<IZONT AL f<ESAI< 24u OC. ,,,--'4 YE!<TICAL l<E6Af< 4a11 o.c. I rit--~ (l) '4 c0NTl"-IOIJ5 HOf<IZONT AL f<ESAR !!Qig, ALL FOOTltl<,5 TO 131:Af< ON IIND151URelED &olL (1600 F.5.IJ ~ ALL f<E~fi.:; TO 131: FER LOCAL CODES w !=OUNDATION DETAIi- ~ ---------------------------------------------------------------------------------------------,_"'-,_,_ ::: I 5THDl4 1 .. • • ~ 1 &TH_D_l4 _____ =----1c--1s- -'!<---'!<-----:z,;---~----------------------------------------------------------------------------------------------------~ NOTE, FRQYIDE MINIMUM cor.:RETE 6-T CF 2!>00 F61 UNLE55 OTHEf<WIDE NOTED ALL cONCf<ETE TO HAYE 4\-2% ~ 101/2 11 NOTE, ALL UIQQD fEl'MANENil.X EXPQ6EP TO UEA™ER MU5T 131: DECAY f<ESISTANT HEA!<T WOOD OF f<EDWOOD, 6<ACK LOCUST, • I .3'-.311 .. CEDAI<, Of< FRE55URE Tl<EATED FER I.RC. 5=C 1<31~ ALL Ff<AM[i.:; MEM6Ef<5 MU5T 6E CAPAeLE OF f<ESl5Tfi.:; A MI-IIMU1 UNFOf<ML T Dl511<1fllJTED 40 F.5F. LIYE LOAD FEf< IRC. TA!lLE l<Ull.& NOTE, ALL DIMEN8ION5 GIVEN AT 51i<AF LOCATION& Af<E TO THE STl<AF Of< HOI.DGUN CENTER AND TAKEN TO FOJNDATION CCllil<ER 6' 8' SCALE 1/4' • I'·"' i'<t sq-::t~ ~ ~ ! ~ ' • I :;; • 2•.3• •• t..J LI Ll = = = = 12' Ii, I ~ 16'-.3· 1'-9~ 9• • .311 35'-0~ F'J..AN -$!=OUN DAT I ON 1/4" = l'-0" f--~ ~ ~ ~ f-- f--f-- f--f-- f--~ f--~ f--~ r--- 1111 1111 ~ -$ _P:_R_O_N_i _5_l.._E_V_A_T_11~-,,~-1._N_011 :;; 1'·4 1/l' NOTE: ALL FOOTING5 AND FOUNDATION WALLS DE51GNEP E3A5EP ON A55UMED l!:>00 P.5f. 501L Alf< ENTf<AINMENT I +I· f,:.J ALL cONCf<ETE 6UFFL1Ef<5 GENERAL. FNl? NOiE& 0 ALL DIMEN510N5 Af<E Ff<AMl1'kl TO Ff<AMltl<. AND 6A5ED ON ACTUAL MATEl<IAL TH1c:KNE55 SATCH TICKETS TO 6E AVAILA!lLE ON Joe SITE FOf< fllJILDI-IG "'5FECTOf< YERll'ICATION NOTE, 18" MNIMJM DEPTH 6ELOW Gf<ADE MEA5Uf<ED TO THE SOTTOM OF THE EXTEl<IOf< FOOTIN<,5 f<EQ'D FOf< Ff<OST Ff<OTECTION 0 ALL FOCTl1'kl5 TO 6EAR ON IINDl51Uf<SED &oil 0 YEl<IFY ALL UTILITY 51USOUT LOCATlctlS ON SITE Ff<Of< TO POURING cONCf<ETE NOTE, GIRDER POCKET& !' USED &w.LL W.YE 3' HIN 6EARltl<. NOTE, FER IRC 3203.I Flap CUT END, NOTCHES, AND Dl<ILLED HOLES OF FRES6Uf<E Tf<EATED WOOD &HALL 6E f<Elf<EATED "1 THE FIELD IN ACCORDANCE WITH 'All.PA M4' STANDARD& NOTE, PER IRC 3ls.3 FASTENERS FOf< Ff<ES6Uf<E Ff<E5=RVATIYE AND Flf<E f<ETAf<DANT Tf<EATED WOOD &w.LL 131: CF HOT DIPPED GALVANIZED STEEL, 5TAINLE55 STEEL, 51LlcON ~ZE Of< COFFEi< WI \.'2 11 AIR eFACE ON TOP$ SIDES, AND ENDS NOTE, EXTEND CONTli'lJOUS 1-iTERIOf< FOOTltl<,5 6" eELOW I-ISIDE EXCAVATED <iri<ADE FOf< 5El6MIC 5TA61L!;ZATION &ITE ORAINAC!IE NOTE: 6UFfACE Df<AINAGE SHALL eE DIYE!<TED TO A STOf<M 5EII.Ef< CONYEY ANCE Of< OTHER AFFROYED POINT OF COLLECTION {f<EFEf< TO SITE FLAN! 60 A5 TO NOT Cf<EATE A w.iAf<D LOTS &HALL BE Gi<ADED 50 A5 TO Df<AIN WATER AWAT Ff<OM FC\NDATION WALLS Gl<ADE eHALL FALL A MINIMll'1 OF 6" WITHIN THE Flf<ST 10'·0" WHEf<E LOT LINE5, WALL5, ilLOFE5 Of< OTHER FiaYSICAL 6ARRIER PROHIBIT 6" OF FALL WITHIN 10'·"", Df<AI-IS Of< SWALES &HALL 6E FROYIDED TO EN6Uf<E Df<AINAGE AWAT Ff<OM 5"f"ROC!Uf<E WALL FLA&MING NOTE: AFFROYED COl<l<OSlctl f<ESISTIYE FLA5Hltl<. &w.LL 6E Fl<OVIDED IN THE EXTERIOf< WALL ENYELOFE 1-1 6UCH A MANNER A5 TO Fl'<EYENT ENTRY OF WATER I-ITO THE WALL CAVITY OR l'!:NETRATION OF WATEI< TO THE fllJILDINu S"f"ROCTUf<AL Ff<AMltl<. cct1FONENTS. THE FLA5Hltl<. &HALL EXTEND TO THE 6Ufi!'ACE OF THE EXTERIOf< WALL FINISH AND &w.LL 6E INSTALLED TO Ff<EVENT WATEf< Ff<OM f<EENTEf<l1'kl THE EXTEl<IOf< WALL ENYELOFE. AFFROYED COl<R05ION-f<E51STANT FLA5Hltl<.5 &w.LL 6E INSTALLED AT ALL OF THE FOLLOWll'I:, LOCATION5 A5 AFFLICA!lLE. A AT THE TOP OF ALL EXTEf<IOf< WI-IDOW AND DOOf< OFENl1'kl5 IN 6UCH A Mm-lEf< A5 TO 6E LE.« Fl<OOF EXCEPT TWIT 5ELF FLA5Hltl<. WINDOIU5 HAVm A cONTINUO.I& LAP OF NOT LE55 TllAN Iv," OYEf< THE SHEATHltl<. MATERIAL ARO.W THE FERIMETEf< OF THE OFEltl<. I-ICLLIDltl<. COl<N!:f<S, DO NOT f<EGl'Jlf<E ADDITIONAL FLA5Hfi.:;. JAMS FLA5Hfi.:; MAT AL&o 131: OMMITED WHEN 5FECflCALL Y AFFf<OYED SY THE fllJILDltl<. OFFICIAL 6. AT THE INTEf<SECTIOl'I OF CHIMNEY5 Of< OTHEf< MA50Ni<T CON5TF!.ICTION WITH Ff<AME Of< 51UCCO WALLS, WITH ffiOJECTltl<. LIF6 ON SOTH SIDE& IMlEf< 51\ICCO COFfi.:;5. C. UNDER AND AT THE ENDS OF HA50Ni<T, METAL Of< WOOD COFltl<.5 AND SILLS D. CONTli'lJOUSL T A!lOYE ALL Fl<OJECTltl<. 11.1:?0D Tl<IM E. WHEf<E EXTEl<IOf< FOl<CHE5, DECK5 Of< 5TAlf<5 ATTACH TO A WALL Of< FLOOf< A55EMBL Y OF WOOD Ff<AME cON5"T"ROCTION F. AT ILIALL AND ROOF "1TER5ECTION5 G. AT 61JILT -IN GUTTEf<S $ --------------COMF051TION ROOFltl<. MATEl<IAL (YEf<Fr TYFEJ I&' BUILDltl<. FAF'Ef< STAPLED TO 1~6· o.se. f<ATED 5HEATHm NAIL eHEA™ltl<. TO Tl'IJ55E5 WI !ld NAILS 6' OC. AT EDGES AND 12" OC. AT FIELD (UNLE55 5FECFIED OTHEf<Wl5EJ Ff<E·M#l.l'ACTUf<ED ROOF Tf<U55ES l4" OC. FEf< OOINEERING Fl<OVIDED 6Y 1l<U55 MANIJ'. TYPICAi-e>SCTION f<EFER TO ROOF Ff<AM[i.:; FLAN FOf< T1'iU55 LATOUT ,----------IN5ULATION 6AFFLE TO EXTEND 12" MIN A60Yf ROOF IN6ULATION --------f<-38 Fl6E~A55 6ATT IN6ULATION ------61MF60N 'H-1' Of< EQUAL CLIP AT EACH END OF EACH T1'iU55 ~----VENT BLOCKS BETWEEN ROOF Ti'IJ55E5 2"X4" SI.JeFA5CIA (OPTIONAL! 5/4 11 X 611 FASCIA YERIFY ALL GUTTEf< AND DO\INSFOUT LOCATIONS ON SITE AT TIMI' OF cON5"f"ROCTION DO\IN5FOJTS TO TEf<MINATE WI SFLA5H 6LOCK5 Of< INTO TIGHT LINE Df<AIN AT FOOTltl<. ~--4'~10' DF.'2 SEAM STANDAf<D HEADEf< /STD HDFV WI 2"X6" FILLEf< IINDEf< IN6ULATE VOID '------">" GYF5!11 WALLeoAFiD CEILltl<. TYPICAL (OPTIONAL v," COMF051TE CLG SOARD! r--lF""-:::41-------INTERIOf< 6A5E MOIJLDfi.:; -----f<·21 MIN Fl6Efil;LA55 6ATT IN6ULATION -----211Xi.M OOTIOM IE: ~--14" TJ.I. FLOOR J015T FER FLAN f<EFEf< TO Uffif< FLOOf< Ff<AMltl<. F'LANFOf<LAYOUT 34' TIGFLTWOD 6UElfLOOR GLUED AND NAILED UI/ !ld NAIL6 6' OC. EDGE6 AND 12' OC. FIELD UNLES5 OTHEf<Wl5E NOTED '------114" X 14" W.5. 13E TIM6Ef<51RAND i<IM JOl5T TYFICAL AT FEf<IMETER ~-----(2J 211 ><&11 tOF te '--tt---tt-------~ ">" GYF6ll1 WALLSOAFiD CEILltl<. . I . I . ~ I • I TYPICAL (TYFE 'X' UI/ Flf<ET AFE AT GAf<AGE CEILfi.:; Af<EAJ '-------1~6' APA f<ATED 066 eHEA™m NAIL TO 5TUD5 UI/ !ld NAIL5 <,• oc. EDGES AND 12" oc. FIELD UNLE55 OTHEf<Wl5= NOTED 5oLID 6LOCK ALL PANEL EDGES b" HAf<Dl·FLANK SIDI-IG TYPICAL OYER ----v," GTF5UM WALLSOAf<D UI/ F.V A Ff<MEf< TYFICAL /OPTIONAL 4 MIL VAFOI< BAl<f<Ei< AT NTERIOFV ----211><6'' 5TD/BTR 51UOS 1611 OC. ,----TYYEK fllJILDfi.:; FAFEf< ,,---4" ™ICK cONCf<ETE 5LA6 FLOOf< a Z OYER 6' MIN CRU&HED AND COMPACTED Gf<AYEL Fl<OYIDE Fl6Ef<ME5H Of< I"~~ ~ WELDED Wlf<E f<El1,FOf<Cltl<. TYPICAL "' 'i: FINISHED Gf<ADE ~---211><6' P.T. HUDSILL WI ifa 11 RClND #ICHOI< 60LT5 4'·0' OC. AND WITHIN ~· OF SILLENDS AND COl<NER& ALL "11 A.6. TO HAVE 311X3 11X3/1h" ie WA5HER6 ~ 4" ROUND T~T LINE DCl!N5FOJT Dl<A"1 /OPTIONAL! ilLOFE i,' IN 12" ~ 4" ROUND FEf<Faf<ATED FOOTm \..7 Df<AI-I WI FILTER FA!lf<IC OYff< '----,,--_,___ ~----l<EFEf< TO FOUNDATION FLAN FOf< FOUNDATION WALL AND FOOTltl<. f<En-lFOFICltl<. f<EGl.lll<EMENT5 ~-----ALL FOCTltl<.5 TO SEAR ON IINDl51Uf<SED &olL 2'X6' STD AND 611< MIN STUDS 16' OC. R-21 Ml-I IN6ULATION (2) 211Xb 11 TOF te T'r'Flc.AL LAP 5FLICE5 4'·0" MIN. 1~6" APA f<ATED 0.5l3. TYYEK VAFOI< SAf<f<Ef< FEf< MANlF. 5FECIFICATION 6" COLONIAL 1<0U(lH 5PIIN HAf<Dl·FLAN< EXTERIOR 51Dfi.:; TYPICAL 11" GTF61J1 WALL SOARD F.VA ffilMEf< Ol'ff< IIA™ FAINTED FINISH EXTERIOR WAI-I- 2'X6" STD AND 611< MIN STUDS 16" OC. f<-21 MIN IN5ULATION (2) 2"X6" TOP re TYPICAL LAP 5FLICE5 4'·0" MIN. !;' 111'£ 'X' GYP611'1 WALL llOAAD UITH Fll<ET/!Pf JOlllTS P.YA PRl'ER O'&R WllH FAINTED FINleH f<E51DENCE SIDE (GROUP f<·DIV 3) GARAGl:51DE /GROUP 'U' OCCUPANCY! 2 3 4 '::::11"'---11" GTF61J1 WALL SOAFiD F.VA ffilMEf< Ol'ff< WITH FAINTED FINISH INTERIOR WAI-I- 211><6 1 COl1'1CN WALL ~/4 1 • 1'-i'11 2"X6" 5TD / 611< MIN STUDS 16 11 OC. ---v,' GTF5!11 WALL SOARD F,VA ffilMEf< OYEf< TYPICAL NAIL Of< 5CREW FER LI.SC. '--v,• GYF5!11 WALL SOAFiD F,VA Ff<MEI< OYER TYPICAL NAIL Of< 6CREW FER LI.SC. INTERIOR WAI-I- 211><6' INTERIOR NON-6Fir, WALL 3/4 11 a l'-01' 2"X4' &TD / 6Tf< MN &TUD5 16' O.C. v," GTF5UM WALL SOAf<D F.VA Ff<MER OYEf< TYPICAL NAIL Of< 6Cf<EW FEf< LI.SC. --1,,2 11 GYFSIJ1 WALL OOARO F.VA ffilMER OYEf< TYPICAL NAIL Of< &cf<EW FER LI.SC. INTERIOR WAI-I- 2"X4' INTEf<IOf< NON·!lf<G WALL 3/4" , 1'·0' G !"RANCHI NI e J;;>l;,~lc:iN e aROUI" P•,lllN / .PRAf':11Nll 1708 fACIJMA l":f. PR. •· ,UMN,W, WA 98Y!O 206.+n.4644 5 CAL E, 1/4" = l'-0" ENGslNEERINC:s, HODGE ENC:slNEERINC:s BLDG DEPT, CITY OF RENTON CHECKED BY, PRINT DATE: 1224.10 REV1510N5 1220.10 PRELIMINARY E35F 1222.10 ENC:slNEERINC:s BSF 1224.10 BLDG DEPT E35F BUILDER APPROVAL, DATE DATE HOMEOII.NER APPROVAL, DATE DATE PLAN NUMBER PROJECT HOLMES R E,e;1D ENCE :YofA Ptc1nri1(] _enton g Dwts;0 (] J.4N1z. . '"ii !ht~ <C}{gff !Vi ,, /J:;:ftjJ RENTON WASHINGTON 5HEET TI TL E: FOUNDATION/ 5ECTION5 5HEET NUMBER, A=2.~ 0/MeN&ION NOiE&: t DENOTES CENTEl'll.lNE DR-IENSI~ ~ DENOTES EOOI: DR-IENSI~ NOTE: ALL G:Af'I E END I81Je§E5 TO 6E BRACED WI 2"X4' Mo-I. BRACES TO EXTEND BACK 48" MIN. PROVIDE /:lJ 131<ACES AT EACH GAeLE GIENERAL. ROOP NOiE& 0 ALL DR-IENSl~S ARE FRAM11'. TO FRAMING AND ElASED ~ ACTUAL MATERIAL THICl<NESS 0 PRE-MA1'1..f. ROOF 11'1J55ES 24" OC. 1/16" APA RATED O&B /MIN/ 6HEATHING IS' llUILDING PAPER COMFOSITI~ ROOFING 6 IN 12 ROOF FITCH FER FLAN 0 PROVIDE &11F6CN 'H-1' OR EGlUAL HU!<RICANE CLIPS At EACH END OFEACHTi'11155 0 211X6 11 EXTERIOR FR.6J'1E lllALL T'l'!'ICAL U>IDER UNLESS OTHE~ISE NOTED 0 ALL ElARl,E AND FASCIA MATERIAL TO ElE S/4' X 8' \1.HITEIUOOD' lRESS OTHE~liiE NOTED 0 VERIFY ALL <lUTTER AND DOWN6FOOT LOCATIONS ~ SITE At Tl"IE OF CON51l<UCTI~ 0 STANDARD HEADER (STD HDR! TO eE 411Xlit1 11 Df.'2 6EAl'1 WI 21X6 11 FILLER II! U>IDER INSULATE VOID I 0, ,2 I I j=> I "' I 0, ,2 I I j=> I <O I 0, I D. I ct I j=> I <n REQ'O ROOP YENilL.AilON NOiE, ONE HALF TOTAL REG'D VENT AREA TO 6E PROVIDED IN UPPER I\ OF ROOF AREA SY CONTINUOJ6 RIOOI: VENTl1'. ONE HALF tot AL REG'D VENT AREA TO ElE PROVIDED IN LOWER ~ CF ROOF AREA er VENT ElLOCKS T'l'!'ICAL 6ETU.EEN Ti<U55E5 TOTAL REQ'D VENT AREA 2<!>11i>~ SQFT. / :lOO , 6.1<!> SQ. Ft. (?64.8 SQ. INJ TOTAL REG'P LIEFER YENI AREA /RIDGE \/ENT! :l3S SQ. Ft. ( 482.4 SQ. IN.! WAL F!EGl'R LOIi.ER YENI AREA <W BLOCK5J :l.3S SQ. Ft. ( 482.4 SQ. IN.! ROOP O'HANG NOiE, ALL ROOF O'HAi..5 TO 6E l'·b" Ul/ 1'·6' GABLE END O'HAi.. T'l'l'ICAL l111.ES6 OTH~ISE NOTED ALL 50FFl15 to 6E OPEN UNLESS OTHEl'i!lliiE NOTED PROVIDE ~," AC. FL YUl:lOD 6HEATHl1'. AT ALL O'HANGS AND ATTACH ROOFING Ul/ 'if." Loi.. NAILS ROOP L.OAOINGI NOiE: ALL ROOF t1'!U55E5 TO 6E DE51<1NED FOR 2S' / SQFT. SNOW LOADl1'. AND St AND ARD COMF051tl~ RQGfl1'. 4'-1~11 $ SHADED AREA TO 6E VAULTED WI SCISSOR Tl'!U55E5 24' OC. Ti'1ll55 MANI.F. TO VERIFY MAX INTERIOR CLG FITCH ·-·-\·-----------------·-· <lUTTEisS 5HOII.N DASHED YERIFY ALL Dci1N5Fcilf LOCATIONS~ SITE RO O t= I SIMF~ 'H·I' OR EG\JAL HURRICANE CLIPS T'l'!'ICAL EACH END OF EACH ll<USS 11'-411 ~RAMING; Ill 211X6" EXTERIOR Ell<!, WALL U>IDER TYPICAL AT GARME TYPICAL 6ETU.EEN 11'1J55E5 REFER TO REQ'D ROOF VENTILATI~ NOTE & HDR ROOF OyfEffi.!MING NOTE, lRESS NOTED OTHE~liiE Fl<OYIDE 2'Xle>" Hr.''2 RIOOI: BOARD AND FRAME ROOF AREA 6ETIIEEN RIDGE AND FLAT VALLEY WITH 2"Xb' Hr.'l JACK RAFTEl'S 24" OC. ALL OVEl<FRAME AREAS TO <Xt1FL Y WITH IRC Rae>2.3 NOTE, RIDGE AND VALLEY BOARD DEPTH SHALL NOT 6E LESS THAN THAT OF THE END CUT /FLLl'16 HEie.HT! OF THE RAFTEl'S. ~---ATTACH R•31l Fl6E- 6ATT INSULATI~ TO TOP OF ACCESS LID ,,---2'Xl2" Hf.'l UFl<IGHTS AT EACH END OF ATTIC ACCESS NOTCH ENDS ARO.ND Ti'1ll55 BOTTc:;11 CHORD ~---R-:18 Fl6El'!:ll.A55 BATT INSULATI~ T'l'!'ICAL AT ATTIC ~~~~¥~1/f-.!\f..!\-f-J., ~--'if," SHEETROCK CEILING T'l'!'ICAL 3i1?>11 MlN ~----WRAF SHEETROCK 2lt2 11 MIN INSIDE CRAU.l. ACCESS OPENl1'. ~----'if," SHEETROCK ATTIC ACCESS LID 24" OC. 1/lh" AFA RATED O&B ROOF SHEATHl1'. IS' EllDG FAFER Cc;11FOSITI~ ~---~---ROOF TRJ5SE5 24' oc. ROOFi,1,:; b IN ~ ROOF FITCH 114" = 1'-12)" .......... )... . & IO E ATTIC ACCESS LWER REFER TO FLOOR FLAN 22'Xle>" MIN 12'-J~II 1111 51...EVAilON 114" = 1'-12)" I: A YI: IN~L.AilON 6AFFL.E NOiE, I WHEN EAVE VENTS ARE INSTALLED, ElAFFL11'. OF THE VENT OPENING5 SHALL BE PROVIDED 50 AS TO DEFLECT THE INCOMl1'. AIR ABOVE THE SUl'<fACE OF THE INSULATION ElAFFLES SHALL l'lE RIGID MATERIAL, RESIST.ANT TO WIND DRIVEN MOISTURE. !lA/fl.ES SHALL 6E INSTALLED FRCM THE TOP OF THE OUTSIDE OF THE EXTERIOR WALL, EXTENDi,1,:; INWARD, TO A POINT 6" VERTICALL 1' ABOVE THE HEie.HT OF N~ Cc;11PRES5ED INSULATI~. AND 12" VERTICALLY ABOVE LOOSE FILL INSULATI~ OPEN·ElLOWN OR POURED LOOSE FILL INSULATI~ MAY 6E UiiED IN ATTIC 6FACE6 WHERE THE SLOPE OF THE CEILl1'. 16 NOT MORE THAN :l FEET IN 12 AND THERE 15 AT LEAST :le>" OF CLEAR DISTANCE FRCM THE TOP OF THE BOTTOM CHORD OF THE T!il.l55 OR CEILING JOIST TO THE U>IDERSIDE OF THE 6HEATHl1'. AT THE ROOF RIOOI:. F' L.UMB1N4 NOTS, ALL CON51l<UCTI~ SHALL C0MFL Y WITH We>6 UNIFOl'!1 FLLIMEll1'. CODE WITH WASHINGTON STATE AMENDMENTS UFC SECTION :113.12 F<ATEl<QOFIN(; .3lli2J STRAINER PLATES~ DRAIN INLETS SHALL ElE DESklNED AND INSTALLED 50 THAT NO OPENING 15 GREATER THAN v,• IN THE LEAST DMENSI~ I 31:l.122 ME1icR BOXES SHALL ElE CON51!<UCTED N SUCH A MANNER THAT RATS CANNOT ENTER A ElUILDING er FOLLOWl1'. THE SERVICE PIPES FROM THE eox INTO THE 13UILDl1'. :ll:lJ2.3 IN OR ON SJILDINGS WHERE OPENli.:;5 HAYE 6EEN MADE IN WALLS, FLOOlsS, OR CEILINGS FOR THE PASSAGE OF FIFES, SUCH OFENli.:;5 SHALL ElE CLOSED AND PROTECTED er THE INSTALLATION OF AFFl<OYED METAL COLLAisS SECURELY FASTENED TO THE ADJOINl1'. STI<IJCTURE 2l.m,I rue WASTE OPENli.:;5 IN FRAMED CON51!<UCTI~ TO CRAWL 6FACE5 At OR ElELOW THE FIRST FLOOR SHALL 6E PROTECTED 6Y THE INSTALLATION OF APPROVED METAL COLLAisS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING 51!<UCTURE WITH NO OPENING GREATER THAN v," IN THE LEAST DIMEN61~ ",c---51~ 'H·I' OR EG\JAL ,---",,--VENT BLOCKS TYPICAL REFER TO I / 61£) DETAIL FOR Sl!<UCTURAL NOTES -----EXTERIOR WALL 01:iAI~ l/2 11 a 1'-rtl11 s "' ' in SCALE 1/4" • I'·<!>" .J L ...J L .J , C, C L 0 L ( f', r , r (2) 211x1iz:,u " , r , r , TD H R ----- 12' $ 0 L , r CL 0 L 0 L 0 L "L 3!ZI'-& 1/2 1 STD DR 2'~11l>' Hr.'2 FLOOR JOIST 16" OC. '•" Tiu FL YIUOOD SUl'lFLOOR GLLED AND NAILED TYPICAL OVER $ ROO~ 6 HD 0 L 0 L CL 0 L -L ..JL .JL .JL .JL ...JL ...JL , r \, r , r , r ,]Ir 'llr s,)x 1,.."~Le Fb,2.00 , r , r , r ,r , '-r ,r ,r ,r ,r ,r "r ,r SET 6EAM TOP FLUSH WI JOIST TOP POCKET INTO WALL LNDER i>i, REQ'D r -, ,,.~ .... I I 1 \ I 1! J L J , ... .,,; I ElLOCKOOt FOR TOILET ABOVE AS REQ'D I '/ ------- II-< .... -------- DASHED AREA INDICATES'4" TlG PL YIUOOD &IElFLOOR LAYOUT !=~AMING 114" = /'-(2'" / .,,. ....... · P~AN 118" = 1'-12)" NOTE, FER If,'.'.; :i2e>.:i.1 FIELD CUT END, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED IUOOD SHALL 6E RETREATED IN THE FIELD IN ACCORDANCE WITH 'AILFA M4' ST ANDA RDS NOTE, FER If,'.'.; ;iru FASTENER$ FOR PRE55URE PRESERVATIVE AND FIRE RETARDl>Nr TREATED Ul:lOD SHALL 6E OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILi= ~ OR COFFER Cll<CLE DENOTES 6EAM FCKT I / WI (4) 2'X STUDS MIN U>IDER ~ lRESS OTHE~ISE NOTED -I "' - 5!11 11 X 1&1 GL6 Fb:12400 SET 6EAM TOP R.USH WI JOIST TOP POCKET INTO WALL LWER AS REQ'D START JOIST LAYOUT HERE NOTE, DE51(jN LOAD FOR FLDOR5 TO 6E 4i/ l'5F LL AND Iii> l'5F DL DESk.'< 6A6ED al Li:lb" DEFLECTI~ AL TE"'1ATE JOIST MAHlE 1IEB) TO lml'.:E DEltECT~ 4ENERAL. FRAMING NOiE& 0 ALL DIMEN51~5 ARE FRAMING TO FRAMING AND BASED ~ ACTUAL MATERIAL THIO<NESS 0 211Xk2)11 I-If.ti FLOOR Jol5T 16 11 OC. )4 11 T 4G PL Y1JJOOD SUl'lFLOOR GLUED AND NAILED TYPICAL OVER O REFER to FOONDATI~ FLAN FOR ADDltl= N01E5 AND DETAIL& TYPICAL THIS AREA 0 HANG ALL JOIST WI SIMPSON 'LU621e>' OR EGlUAL ll1LES5 OTH~lllE NOTED G fr?'.ANCHINI e 17iiflc:iN e uROUI" rn,ltlN/WAl'11Ntl 1708 ~ ACOM~ P'.f. PR. "· ,WMN•R, WA. 98"310 ZOM·Z~.46'1-;i. SCALE, 1/4" = 1'-0" ENGINEERING, i-lODGE ENGINEERING BLDG DE PT, CITY OF RENTON CHECKED BY: PRINT DATE, 12.24.10 REVISIONS 12.2/ZI.I/ZI PRELIMINARY 65F 12.22.10 ENGINEERING 65F 12.24.I/ZI BLDG DEPT 65F BUILDER APPROVAL, DATE DATE HOMEOII..NER APPROVAL, DATE DATE PLAN NUMBER PROJECT HOLMES RESIDENCE City of Rf) . Planning D_-nton IV1sion JAN 11 2011 {f!j ffe",' ~ = C~ff'rfff![!;» RENTO'/) WASHINGTON SHEET TITLE: FRAMING PLANS SHEET NUMBER, A= ~-a, •.,,, "' ,,! -''··•-''• ,.,, •'• ''=''"'' -.,~,, • ',,,, • "h • •• 'a'""'-· ~>, J. I•,'~ '"'' "'"'•"•"••-.,,,, "''"'''"' •• .,, '""''" ' Tt-!IS ENGINEERING IS FOR: 341 WELLS AVE N RENTON 1 WA - STf-lD14 DD~ -11t==111--------oo; -· -· - .... -~ ~ -------j ~ --------a - 00 Dl - w Dl 4 ,--------------------, 1------------, Dl STf-lD14 I I I I I I I I I I I I I I : 5TRAF HEADERS TOGETHER WITH : I M5T31 OR COMMON TOP PLATE I I I I I I I I I I I EXTEND HEADER I I EXTEND f-JEADER OVER Sf-JEARWALLS I I OVER Sf-lEARWALLS I ---------------------- STf-!D14 STf-!D14 STf-lD14 STf-lD14 STf-!D8 5 @ SHEATH BOTH SIDES 5 @ SHEATH BOTH SIDES MAIN FLOOR LATERAL ENGINEERING DO NOT SCALE(l/4"=1') 51-!EATI-I ALL EXTERIOR WALLS AS g UNLESS NOTED OTI-IERWISE. BUILDER TO DETERMINE IF STI-IP OR STI-ID/RJ 15 AFPROFRIATE. ADJUST CRAWL SFACE VENTS TO BE 12' MINIMUM AIUAY FROM I-IOLDOWN5 w Dl STf-lD14 STf-lD14 STf-lD14 STf-lD14 i---------8 Doi 6 STf-lD14 Dl I I DO I I L _ _J i<EfRIG FLUM!l FOR ICE MAKER o TUB / 5HCUER cctll30 UNIT STf-lD14 2 UPPER FLOOR LATERAL ENGINEERING DO NOT SCALE(l/4"=1') 51-!EATI-I ALL EXTERIOR WALLS A5gUNLE55 NOTED OTI-IERWISE. 20091BC SHEARWALL / ANCHOR SCHEDULE 2X.B0TIOM STUD ANO PLATE SILL PLATE ATTACHMENT APA RATED BLOCKING RIM JOIST OR ATTACHMENT SHEATHING (1) NAILSJZE& SIZE@ BLOCK APACITY{PU LABEL SPACE@ CONNECTION 2) (4) (14) (i5 EOGES{4}(6) ADJOINING TO TOP PLATE EISMIC/WIN {21) EDGES ANCHOR BOLT SILL PLATE {3X6)(16J (7) (8) NAILING TO TO CONCRETE MASAPAZ SIZE@ WOOD BELOW BELOW(10) ANCHOR FOUNDATION (9) (12) {17) (20) OPTION (19) ~ 7/16" OSB 8d@8" o.c. ,, 16d@4"0.C. 1.6d @8" o.c. 5/8" @48" o.c 48"0.C. " 240/335 ONESIOE g 7/111" OSB 8d@4" o.c. ,, LTP4®32" 16<1@4"0.C. /8"@32" o.c 32"0.C. " 350/440 ONE SIDE o.c. ~ 7/16" OSB 8(1@3"0.C. ,, LTP4@12" \2) ROWS 16c1 /8"@12" o.c 12"0.C. ,x 450/730 ONE SIDE o.~ @6"0.C. /8"@24" o.c 24"0.C. " A 7/16" OSB 8d@2" o.c. ,, LTP4@8" O,C. (2) ROWS 16<1 5/8"@ 8' o.c. 8"0,C. ,x 560/820 ONESIOE @4"0.C. /8"@16" o.c 16" o.c. ,, ~ 7/16" DR 5/B"GWBONE Bd@7"o.c. ,, 16d @4" o.c. 16d@8'o.c. 5/8"@ 60" o.c. 60" o.c. " 75/145 SIDE ~ 7/16" OSB 16d@4'0.C. 8(1@3" o.c. ,, LTP4@6" O.C, &LTP6@12" /8"@12' o.c 12'0.C. ,, 900/1460 BOTH SIOES o.c. SHEARWALL NOTES: (1) INSTALL PANELS HORIZONTALLY OR VERTICALLY -DO NOT BREAK AT RIM UNLESS STRUCTURAL RIM JOIST. (2) WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2X FRAMING SHALL BE STAGGERED SO JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. (3) BLOCKING IS REQUIRED AT ALL PANEL EDGES. (4) PROVIDE SHEARWALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. (5) SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. (6) INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. FJELD NAILING IS 12" O.C. UNLESS NOTED OTHERWISE. (7) BASED ON 0.131" x 1-1/2" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131" x 2~1/2" LONG NAILS WHEN NAILING THROUGH SHEATHING. USE A35 OR RBC CLIPS IN LIEU OF LTP'S FOR ROOF BLOCKING TO TOP PLATE. (8) 16d @4" O.C. TYP. UNLESS NOTED OTHERWISE (9) WHERE PLATE ATTACHMENTS SPECIFY (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER DETAILS. (10) ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS %" x3" x 3", EMBED ANCHORS A MINIMUM OF 7" INTO THE CONCRETE. (11) PRESSURE TREATED MATERIALS CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO PLATING NOT PERMITTED) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. (12) WHEN USING 3X PLATES FRAMING SHALL BE NAILED USING 4" X .14B" 20d BOX NAILS. (13) 1 o/,2" PLYWOOD SHEATHING MAY BE USED IN PLACE OF THE y',6 ' OSB SHEATHING PROVIDED THAT ALL STUD SPACING IS 16" O.C. MAX. (14) WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G) CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. (15) AT ADJOINING PANEL EDGES, (2) 2X STUDS NAILED TOGETHER MAY BE USED TOGETHER IN PLACE OF A SINGLE 3X STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER BY NAILING WITH 3" LONG NAILS SPACED CONSISTENTLY WITH PLATE NAILING. (16) CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO GAST IN PLACE ANCHOR BOLTS. (INSPECTION MAY BE REQUIRED) (17) DOUBLE 2X PLATES MAY BE USED IN LIEU OF A SINGLE 3X PLATE PROVIDED HOT DIPPED (2) 8d NAILING® 6" ON CENTER IS STAGGERED BETWEEN THE TWO PLATES. TOP MUD SILL MAY BE HEM.f!R. (18) WHERE NOTED 2XSILL PLATES MAY BE USED FOR SW3, SW4, AND SW6 WALLS INSTEAD OF 3X. SHEAR LOAD TO THE CONTINUOUS MUD SILL IS LESS THAN 350 PLF. SHEARLOAD TO THE WALLS IS GREATER THAN TO THE MUD SILL. (19) TWO MAB MAY BE USED EQUAL SPACED TO REPLACE 5/8" ANCHOR BOLTS (20) USE 5/8" GWB FOR SW5 WHERE SPECIFIED BY DESIGNER. (21)SHEARWALL DESIGNATED WITH AN ASTERISK(*) MAY BE SHEATHED WITH 7/16 SMART PANEL OR 5/16 HARDIE PANEL HOLD DOWN SCHEDULE SIMPSON PRODUCT MODEL FASTENERS NUMBER (1,2,3) ANCHOR BOLTS CAPACITY# NAILS SCREWS HDU2-2215# N/A (6)-SDS Y.,•x 2'/," TO (2) STUDS o/," ATR W/8' EPOXY EMBED ""' HDU5-4065it N/A (14)-6DS -Y,"x ::,-;l TO (2) ~TUD~ o/," ATR W/8" EPOXY EMBED HDU8 -HF MEMBER 5651!# N/A (20)-S~~,Zi~ ::.-:l TO (3) SSTB28 OR SB 7/8"x24 HDUJ;1:-DF MEMBER 7R7•'"'" IINO HDU14-10745# N/A (36)-SDS %"x 211," TO 6X6 PER PLAN me STHD8/STHD8RJ-2210# (2) STUDS W/ (24) 16d N/A N/A STHD14/STHD14RJ -5025# (2) STUDS W/ (38) 16d N/A N/A 18" END LENGTH+ CLEAR (30) 10d N/A N/A SPAN • rc;:14. 24un# MSTC48B3 (2) STUDS W/ (38) 16d HOLD DOWN NOTES: (.1) INSTALL ALL SHEAR ANCHORS PER MANUFACTURER INSTRUCTIONS (2) ALL METAL CONNECTORS COMING IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE SIMPSON °Z·MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION PROTECTION. (3) SUBSTITUTION WITH NON-SIMPSON ANCHORS WITH ENGINEER'S APPROVAL. (4) STHD14RJ INSTALLATION AT RIM JOIST LOCATIONS ONLY (RJ•RIM JOlsn (5) HDU2 MAY BE USED IN PLACE OF STHD8/STHD8RJ (6) HDU8 MAY BE USED IN PLACE OFSTHD14/STHD14RJ LEGEND POINT LOAD KEYi ~ ~ EN'.a!INa:R U&c c.tiL Y MEMBER R1 ITQTAU-DEAD 100°J"Toocn LIV~ 2000 E>EAM DESIGNATOR! FOR PLAN fiE'.VIEW U6E CNL Y ® BEAM 51 /TYP 4'x8' PFll2 3-l/8'xb' GLB 3-l/2'xS-1/2' F5L [SHEARWALL DESIGNATOR! 6EE 6f..lEARWAU. 6CHEDULE &>!~ f.lOLDDOWN/STRAP J ~ c:&14 .,-( !DESIGNATOR ea; HOI..D~TftAF ecJ.ll=OULE $THD8Rl ), DETAIL CALL-OUTI &SE ·or a+-1EETe FOR 1;;.c~&FQNDIN::.:, DETAIL (1\ ~ 0 t; ::> c:: Iii z 0 () in ~ ...I I-0 1i:i ::c ::::; <( C) UJ 0 0 C) CJ t!l CD z-om ...I 0 ::J 0 (lJ ('II l;j w :c (/) (.!) z ii: w w z (.!) z w ::::> C UJ <( ~lfi z~ sa a. :::c ~ z 0 iii Gi 0::: n I ...I • 0 C ·rl ~ 0 (.!) C) ~ -<( ::1:: C) (/) z UJ (.!) (/) - u I!] C !!:! 0 ~ 0 w 0::: ~ UJ (!J 0::: .... a. LATERAL F=NGINEERING ONLY GRAVITY LOAD ENGINEERING City of Renton Planning Division (BEAMS, f=OUNDATION, ETC) BY OT!-IERS JAr\! 1 l 1011 COPYRIGHT @,OIO f.lODGE E'NGINE'ERING, INC. PO NOT A=EPT FOR PERMIT UNLESS AN ORIGINAL RED SEAL ; \ 10 SITE PLAN STRUCTURE LOCATION, AND SITE WORK ARE THE RESPONSIBILITY OF THE BUILDER AND CIVIL OR GEOTECHNICAL ENGINEER f IRC FIG. R42l3.l.ll FOUNDATION CLEARANCE FROM SLOPES 11 STRINGERS SPANNING OVER 0 STEPS MUST BE SUPPORTED Wi4X6 BEAM ON 4X4 POSTS. POST TO 18' CONCRETE FOOTING OR STUDWALL 12 13 ST AIR LANDING CONNECTION NOT USED NOT USED CD FACE OF FOOTING Q) TOP OF SLOPE Q) H/3 BUT NEED NOT EXCEED 40' MAX @) TOE OF SLOPE @ H/2 BUT NEED NOT EXCEED IS' MAX @ FACE OF STRUCTURE CD FLOOR JOIST OR LANDING 10 Dl (1)2X4 LEDGER UK2! lelel., 6' o.c. @!3! 2Xl2 STRINGERS @)B-1/2' MINIMUM MATERIAL<> DIAGONAL BETWEEN R15E AND RUN @UPPER FLIGJ.JT OF STAIRS SUPPORTED ON 3/4 HG Bel NAILED " 6' O.C " PANEL EDGES 12' O.C. FIELD @2X4 THRUST BLOCK Wilelel ., 6' O.C. NAIL TO LAND ING JOIST G)3i4' HG SUBFLOOR @2X8 LANDING JOISTS fa\ leld " 6' O.C. RIM TO 121ToF PLATE @A34 FRAMING ANCHORS " STRINGER TO JOIST OR LSCZ CONNECTOR @NOTCH 5TRINGER TO REST ON LEDGER @2X TREADS W/!3J lelel EACH STRINGER 5 . . . . . . . 3 @ .. .. . . . . . 4 IRC FIG Rb02.103.4 I IBC FIG 23e>8.93.2 8 CD 6'-18' EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED PANELS! 4 ®- ----, I . r . . I· . I I ]·: I .. I 11 )-11E· E· ·s·s·3j· . . . . . . . ______ .J PORT AL FRAME 6 NOT USED 9 CD ·-· . .. ·' ... --, ..... _,,. ·' ... , .. ._•. -· ,. ,, __ , - INSIDE OUTSIDE CORNER 2 ' I ' 4 CD 8 Dl CD GYPSUM WALL BOARD INSTALLED W/5el COOLER NAILS • B' O.C. OR TYPE S/W SCREWS • 16' OC. (1) 16el NAIL • 12' O.C. (UNO.! @ Bel NAIL • l2'0C. ON ALL FRAMING MEMEBERS NOT AT PANEL EDGES !UN.O ! @) ORIENTATION OF CORNER STUD MAY VARY @ Bel NAIL• 0' O.C. ALL FRAMING MEMBERS AT PANEL EDGES l 12" O.C. ON ALLFRAMING MEMBERS NOT AT PANEL EDGES @Bel NAIL• 6' OC. /ALL PANEL EDGESXUN.O! 7 4 >----11-o-1 SECTION A-A SIDE ELEVATION CD I ®: CD FOR 5HEAR MIN. 3'XII;\' NET HEADER PER PLAN MAY BE LARGER (1) FA5TEN SHEATHING TO HEADER W/ 13d COMMON OR GALVANIZED BOX NAILS IN 3' GRID PATIERN A5 5HOWN AND 3' OC. IN ALL FRAMING /5TUD5, BLOCKING, AND $ILLS! TYP. Q) FASTEN TOP PLATE TO HEADER W/ TWO ROW$ OF 16D SINKER NAILS AT 3' OC. TYF. @) L5TA24 OPPOSITE SHEATHING @MIN. WIDTH 0 l6' FOR ONE STORY STRUCTURES, 24' FOR USE IN THE FIRST OF TWO STORY STRUCTURES @FORA PANEL SLICE /IF NEEDED!. PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24' OF MID-HEIGHT. ONE ROW OF TYF. SHEATHING TO FRAMING NAILING IS REQUIRED. IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH !3! 16d SINKERS. @ HEADER EXTENDED OVER SHEARWALL @ MIN. !2! 2x4 -ALL DF'2 STUDS OR !2!2X6 G) 1/16' OSB SHEATHING MIN. @ STHDl4 OR HDU8 WISB~O 2 @ STHDB SINGLE PORTAL FRAME @ ~· ANCHOR BOLT W/ MIN 3'x3'x229' PLATE WASHER 12 5 Dl CD 30' FELT EA. COURSE OSB SHEATI-IING UN.O. MANUFACTURED TRUSSES /OR 2X RAFTERS• CLG. JSTS.! BLOWN-IN IN5UL /PER ARCH! 1/2' GWB CEILING l'l\ GJ GUTTER ON !'i/4X8 \.V FASCIA !FER FLAN) (}:) SIDING !PER ARCH! IS' BLDG PAPER !OR TYVEKJ 1116' 5HEATHING !PER PLAN) 2X6 I-IF '2 5TUDS " 16'0.C. BATT INSUL !PER ARCH! l/2' GWB WALL IA\ STRUCTURAL 2X RIM OR ~l-3/4' LVL (2\ FLOOR FINISH 3/4' T 4G \::'.) SUB FLOOR W/lelel NAIL$ @FLOOR JOIST !FER PLAN! BA TT INSUL. !PER ARCl-1! /OVER UNI-IEATED SPACES! 1/2' GWB CEILING G)2x BOTTOM PLATE ATT ACI-IMENT TO STRUCTURAL RIM FER SI-IEAR WALL 5CI-IEDULE ® OSB SHEATI-IING W/ LONG DIMENSION PARALLEL TO 5TUD5 Bel NAILS" 6'0.C. A EDGE$ AND Bel NAILS " 12' O.C. IN FIELD UN.O. ON $HEAR WALL SCI-IEDULE ® STRUCTURAL RIM ATTACI-IMENT TO TOP PLAT FER SHEAR WALL SCI-IEDULE @MUD SILL TO STUD WALL !2! 16el TI-IRU NAIL TYF !3! 16d TI-IRU NAIL FOR 5W3 4 SW4 51-lEAR WALLS ® 2X6 PT MUD $ILL WITl-1 ANCI-IOR BOLTS FER 51-lEAR WALL TABLE !MIN OF 2 FER PLATE 4 W/IN 12' OF ANY CORNER! MIN !;' FROM EDGE @cRAWL SPACE @sLAB ON GRADE OPTION 6 TYPICAL WALL SECTION AND Sl-lEARWALL NAILING Dl @ CD ~ @) 3 "' 3 cc, ____ __,.... "' cc, ® 3 0 CD PLAN VIEW CD WATER HEATER Q)WATER I-IEATER SEISMIC STRAP& LOCATED l/3 AWAY FROM TANK CAP AND BASE. @LAG BOLT PER SEISMIC &TRAP MFR ANCHOR INTO 2X STUD 4 PLACE& @) DRYWALL PER FLAN @ 2X STUDWALL @VENT FLUTE G) ANCHOR BASE TO WALL 1 2 3 16C TA6LE 23"4.':l.1 4 GRADE • • • • • • CD CD ® TYPICAL ROOF Sl-lEATl-llNG CD 4 CTI) ' BEAM! AND 1-lEADER END SUPPORT Bel~ 16el--- @ @ @ • SEE SHEARWALL TABLE FOR ADDITONAL NAILING CD IS/32' OSB W/SPAN RATING 16/32 UNO STAGGER SHEATHING 1/B' GAP REQUIRED BETWEEN SHEETS (1) 8d NAILS e 6' O.C. AT 'BIRD BLOCKING' SJ.JEATHING BREAK @ EXTEND WALL SHEATJ.JING TO TOP OF DOUBLE TOP PLATE @) SIMPSON. HI /UN.OJ I-IURRICANE TIE TYPICAL " EACH TRUSS/RAFTER TO TOP PLATE INTERSECTION ® MFR TRUSSES e 24' O.C. WI PLAN ROOF SHEATJ.JING NAIL W/ Bel ., 0' O.C. FOR PANEL EDGES AND 12 O.C. IN FIELD @ SHEATH ALL GABLE ENDS CD CUT TOP PLATE OR DROP BEAM DO NOT CUT BEAM (1) DOUBLE TOP PLATE Q) SIMPSON STIB STRAP TIE W/!14! lelel OR DROP BEAM W/ CONTINUOS TOP PLATE @) /0! 10d NAILS @ !2! 16el NAILS " 16' O.C. @ BEAM PER FLAN G) 2X CRIPPLES @ FL YWOOD FILLER !AS REQUIRED! @ HEADER PER PLAN (@ !2! 16el NAILS ® DOUBLE 2X CRIPPLE STUDS MIN. FOR >6' OPENING UNO 2 Dl 'CD 2X SOLE PLATE TO RIM W/16el " 6' O.C. UNO. • (1) 3/4 HG TO RIM, Bel "6' O.C. Q) 2X OR MFR FLOOR JOIST ,@) RIM TO TOP PLATE Wil6el ., 4' O.C. UN.O. • @ JOl5T TO TOP PLATE !3! Bel TOENAILED •@ SHEATI-IING TO STUD SEE SI-IEAR WALL SCI-IEDULE R\ DBL 2X TOP PLATE 4 TOP "-V PLATE TO STUD W//2! 16el " 16' oc. @ 2X ALIGN STUD W/ FLOOR JOIST @ MULTIPLE STUDS FOR POINT LOAD FROM ABOVE (@ $QUA51-1 BLOCK$ REQUIRED UNDER ALL POINT LOADS @ RIM BOARD TO FLOOR JOIST W/(3! 16el @ L TF4 FER SI-IEARWALL TABLE TYPICAL FLOOR TO FLOOR CONNECTION G) ®· .. .. 4 .. A .4 j • A. • A • A - 2 j CD WALL FRAMING (1) MST60 OR (2! CSl4 BETWEEN PONY WALU WALL ABOVE WI-IEN FOUNDATION I-IOLD DOWN SPECIFIED Q) WI-IERE FOOTING SECTION 'A' 15 MORE TI-IAN B' PROVIDE 4' CSl6 EACl-1 SIDE OF SPLICE W/B-16el COMMON NAILS @) TOP PLATE SPLICE LINE @ !2! 2X PLATE @ I-IOLD DOWN PER FLAN G) PONY WALL SI-IEATI-IING 4 SI-IEAR NAILING TO MATCl-1 WALL ABOVE @ 6' MAX 14' MIN PONY WALL -PONY WALL>0' REQ . 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City of Renton Planning Division JAN 11 1.ul1 1RJ {F 0, n; !4v;&; ,S>- ""~ __ujl ~~l \ \ I~\.--1/__z._ \ \\ 0 (.'J -\ 12 ' HIN @ J.JDU I-IOLD DOWN OPT IN · LIEU OF STRAPS • -~ 4 !~\{~f~i\\ ~~":\ \ \ J.IL--;::,,,, 1' t I "---""\J,,,,,,,.,.ffl " 0 Cl) OUTSIDE CORNER DETAIL I I ,...-"1 ~ ~ '-'-...j I 1 " 1---------------------------------+f:1"f3~~;C:Otc,,:!:~eeLE"2""R1""-':.aic.."'"-------:------------------------r;::9:':;-,rlR..;:Cc..;M_;;l3:.:0:..;1:::.2 ___ __. ____ -:--:=-:---:::-:-::=--:=---:---:------------t-;::'":;--jf"'-"''""="°"'°'''='"----===---=-=-:=~=-~-==-=-:--:::--:--:-:-:--;-;--;--::=---:-:--:-::--;-::-----+~4~I COPYRIG!-IT©2010 Dl Dl HODGE ENGINEERING, INC. INSIDE/OUTSIDE CORNER (TYP) WATER 1-lEATER STRAPPING STEP FOOTING $ PONY WALL FRAMING Dl DONOTACCEPTFORPERMIT L--------------------------------..:::::::::..L ________ ..:::::::::::::::::::=::::::::::::::=:::::::::=:::::::2::::::::::::::::::... __________ ..::::::::::::....L ___________ =:::::::::::=::::::::::::::::::::::::::::::::::::::::::::::::::::::::=-. _________ _.::::::::_i_ ______ ..=::::::::::::::::::::::::::::::::::::::::::::::::::::'.:==::::::::============----_:::::::::::_JuNLE66 AN ORIGINAL RED SEAL