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HomeMy WebLinkAboutPermit D99-0014 - Dreamcraft Homes (NEVER ISSUED)d99-0014 dreamcraft homes never issued LEFT SIDE ELEVATION SIDING PER BL DR'S. SPECS. 4" g/S TRIM Canc B ROW dD TO LIVE AWAY :QO aw6r.1Y. M 'NPi i AL DIRECT \/ENT F/P " /OPT IONAL TV NICHE Ix 2 pis "veg. I%IOf -/5 DfaND D ?T• 2 ° 2 SKYLIGHT 1° SIDINV PEA , 6LDRs.SPECS. 6,8 RoorjNc PER bLDR'S SPEG'S 1° 4 ° 3 4 1 f EVA !/b " = (' -O 2x3 SILL w/ 4 STOOL 1ONT ELEVATION I D` I T SIDE ELEVATION 1/8" = IN STALL "'/ 6ATH RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER 0c1q-Cati 0:3 al 0 c=1 DRAWN P'C'1 DATE 6 - 23 -94 SHEET NO. 1 OF 1 SHEET JOB NO. PLAN N.. 1814 P IN6 LE1JOOD IO' /z" x i 4 H F2 4 - ----1 1 REF I I I- - - t - PLUSH k 1FI t' -o' 1x12DF2 ° Cob SL GL. D 1440 HF2 fL 4 -N — — 4x12 DF2 -- w / 5.v- 5 4 x 0 vIN1L LINE WITH PALTERNATE KITGNEN , CANKIET PI.AN 131 REGT v EN'T F/P, Lml■tsq I?E& U& INSTAL..i, Per SI 56,q.i.3 MFG- DIREG T' ION ',5 II' ON(, 4x L'; 3Cv 36," j , 2I :L T.,4.II J zdI. 1TGNEN GANNET EL EVAToN5 I / 41 ,1 = 1 ' _ � - 12 ' 4 12 Or / s Z 4 °3 x1 A,TERNP 1 ■ N PLA• I/ 4" I' -o" SEE SHEET 5 OF' FOR ALTERNATE KITCHEN CABINET ELEVATIONS IVC/1* E SEE SHEET NO.b.OF i FOR S HEAR wALI_ HWLDOLJN SCHEDULES LAZY 5USAN 4x DF2 5°40& 51. &L.pR. o 0 a ' 4O' SPACE LINE OF FLOOR A T-- - --- -- 4x12 DF2 --- -- 4 ° 3X0 tL W tn _SEE DETAIL ON SHEET No. I °5 'ix k i i G Ft (2)4 °5 °SH w /(2)9 ° -PD. QTR. RHO TRN OVEP 4x 4 HORIZ. MULLION 4x-1-DF2 O v E(Z. C ( 2)'I ° l °SN w /CI) 2° RAD Et. A HM-F -FN) O V -ELEv..'F' 9 _41 121-to" 5 20' -o" :. oil 14110 NS S\TE • RtDUtR.5 4x ' H 3 C.0' - f'I�O V 1 f✓� 3() V I I I, I - > 6 0 , 1 i71 4 f IR- Li 04- 5 EG 003,3.1, Co 50' -o" 5/8 • Ty PE 'x' &W8 COMMON WALLS corer. TO UNDER -51DE - OF ROOF SH EAT HIN& 8 ° 1 ° O.H.P. 5 , 5) ,_ c7 11 MAIN FLOOR r'.AN, I� LINE. OF FLOOR 6-130 E J 1 IMPACT tBARRIER / ELEMENT54 SWI ;GHES 10" ^lIN.P'SovE SLAP, SEE PET•SHT. �& 302.4 NON- BE #RINi‘ COLU 12 . 20' - 6 7 " 8 - 7 ° 0 1-1,D � 0 ., SEE DET, SHT #'] 1 2.' 24034 24%31. 1 •=)0. j POW DES M,6, I Iii -GP01z GAFF: @4E. ' 8 7 0. H.P SEE PET. SHT #1 OPTIONAL TV N 464 E FIR 1= P 4_.A. GE I / (}nil'.. 1- MAST ER- O RECEIVED CITY OF TUKWI JAN 2 5 19 PERMIT CENTEI MAIN 989- S. F. IJPPER- FL- 830 5, F 6a4-4-E 44o s. F 3 - GkR C&A2A6Em(o 0 1 JOB NO. PLAN NO. 1514 INL LET! OOP Fan T.u./ cFu 630.26 W.O. lAWn en Roo Onrrota M alaaoe Lays F991 Nlabmaw into.. OWSaetr llosInawn Lawn Fos; tAanhrnn 61 bows 60 4 inch 26 4 Inch 70 2 60 6 inch ISO Slack 100 3 6 c7 Q inch hie Urnif .. _ . 1 loch 4 Inah No LI. 20 3 IMIN ' © !0 4 W.ch• NA l0 6Inh t. - 100 111101=IIINFIIIIII ® �� FERMI No Lin* so Inch + inch , 100 NA 12.12 100 !inch 4 6 6InaA 116 !Inch 11 1 120 7 Inch 70 7 Inch Nufol r of BoOleones MlaIn.nt /enW.m Our I4Ydn..m M.wWarfl Nssir Ouct law& , IIIIIIMMINIMM11111.11411111 t_ 11111ING•1111101111M111•11W711,.! 1111111F1111 4et ww. l IIIMIIMIIIIIIIIE211111111111111111 e'D6rEq: MIL / *p a. b.1 CQH "- 4a.. FT. ad g t3A . ' etA4444 ('.r w/•'fv.i) boo vs 1) VAULTED Ol Fffirpfoict) 292 185 i 272 NILT v/Au.s(n ► WIN9o,JS (I1,1,'F,L4l4l,l,elAl F=4 (eau• 14JI16•tIO vp a4 o•o,4 9.93 0.044- 114.7(0 o.4 S 174. 2) 44.77 �IjL •�rl/►?� 79 2 .029 eti C. TH- uuast, 30 29 2 .033 HtT *Lu. ("w�"1.... a ) 13 1533 •0 as W w Wows (.w.i, w /4w.1 H 21'O 343 .51 Jo92 j .oki 8 •L • Z 1. 4 ,s3 los; 22.7 9 < 150.31 134.1f1 44.7? rt. 4.6 13.53 ouo%ET g.a/10414 391.4(. ° 377 • 7 I3. 4 ar1* and War AW W.ria CAN TANG 3-1 MMlraa /w.3. 6.o.M. VNt6oeWM Copocky Mpiwoonns Blillocom9 KMCINn. k'tIM ll.•"k won*. 60 Cho 1G0 oho centWaeoew os.•.d..n 20 Chn 26 cim TAIL! 3.2 whole Nouse VooM.drn Is P.qukaww 4 buxLT• IdA (tot) 391,4, 141+1.x4. 6 pcoidu1 tr ?D4 Minimum 60 10 100 fa.IT x U = LiA d'FOR &L. Lek ttivho 377 •°17 1T0 cF.l 1901 loos." Ow. M dram 76 120 160 1/0 L. MN labs Ow. roe to mod Oat Iwo/ho .OW. containing mom than 6 Winsome. TAN! 2.1 pro_. I.h.U.t WW1 MAIO 1. Foe Wick .d.Ndonel .LMw wIIlroat 0 I.11 krone room. 5. Nos Cutts of "as Wor n.lr M. not p.rmM$N with Woo of this am. TA/L, }l Froao.r_MO h.aspstod F.roao AW W!M O.• Win/ L. Rs 10•Or swot 20 her Were... low tlom.w 1 Inch. 3. Fr elbows nes•W•W mote INA 3 Wawa duet *mow i •ah. o' 4 1 4 d 1.1O TE . 14 -a SEE. SHEETNOJDAOF'i FOR S H EA R t.! A• L L- SCHEDULE 4x(o HF2 4 ° 4 ° go 2 -0 fl 10" '! x HF2 4 x0 sot- I -8" 10 t-� UrrEK 1:1001 P 1/4 ' - 4 BYPASS 13E aRoM 4 ° BYPASS 5'- Co' /V 2' -2 St 2" O 5.D. PSE 2R 9M 4xl3HF2 S.D. (IIOV' 4X-0.5. :'l - = v- 4.L6o HP2 CA, bLE. (if 5 os WATER - RESISTANT I,W6 T0 410 F A5V. s PRA-IN 1N -ET' nuu•6112•12 1101111.12110111112 • 1111101111.0111112110 ._•1261.12 LLLL33 -ia.��312\l12 a12F SIMS. .11 IMMO t d- i47'', R- R TC t 2 R fr.DIU S PICTURE. 1xCoHF2 RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER 0 `ct .108 NO. PLAN NO. 1814 IN4LEWOOD Q cr R45 13EPOQM 'i'xtO Pr! BI- FOLD 2 Rpp11 -15 PIGTUP -E 4x1.0 H 1 q r 1 5 r' ■ -3 4c ) eE DKOOM 9x(GHF _ 1l: PHO'NE NOTE 10'- 10/2." 4 x(P 11 F2 4 ° 4 ®XO 0'- 10 h" 2. 2 SEE SHEET WO. CoAD F °1 FO SHEAR WALL SCHEDULE o'° 1 4x(0 HF2. 4 ° 4 °Xo l. IV1Nh 12-H4 ENTF- ( 6ELP -J 1p 36, -o" 50'-0" 5 ' °01 ,1 CA6t,E $' - (p /2" 4- I' /Z" 42 "x6,0 TLi B (104 "lii& H PLATFoRrm -VEKI rr)) vP•RP.v E RooF OPTIO NiAL UPPE FLOOD PL. A\1\4 1/4 - 141° 011 PI WATER'- KE515TANT awe) To t 7o " a6v. MAIN INLET RECEIVED CITY OF TUKWILA .i AP- - 2 5 1999 PERMIT CENTER P L A N' N i81 q' » Pn0 N INGL PIE-S le;x.1 (E.XCEPT /k5 NOTED) POSTS-4x 4 H (4x( . BEAM SPLICES) BEAMS- 4x lf- EXCEPT WHERE NOTED Fout-op• N VENTS - v gE.c:2'P) 3,9'x )46`' -206Nt-11-; TU.N ,1015 4 CANT'L e - n-115 Izo0 FOR. FIR •'-&" A'-O' 4'-C," ,. 4 5-0" f 1 ir - --i • i — t — , , , , , -•-• -4- -- I ' --'---1-- -- , i 1 I t - 1 - --- -- ' t ' I —i— I- —L-I- —1— H--- -4 -4-- --i---1 -4-- .4-- + -+- -4- ----+ -4- -h - --4- -4- 4-1f1 , _ ___ __I • _. _I • __ _ i.__ __I 1... __ _ t 9,7 --- 24E, H F2. FLOOR- JOIS & i(D'o,c,. (TYPICAL.) I j• Ig 8- / 1 14_ 1 $ 1_,, i IA 4 , -2 ,, / ,...,.. ; - 4' - Vs"serBov15 r f goei'Afr.• BO .T i FRAME.OVERf C GQ" SUNK EN @ST AI F-5 LIN KEN FL 't FLOC7R- I/4": 1 fti2. 2.50t, qg4 6Q Fr c L, • 5(f) 3k REAV,Ik_.:- El - 7'5( IL" 12■1 0• 14ET Ik 0. 554 = 1. L r IS I-o" FOUNDATION FLAN - NT (2 ST - kDe , EA EA1 e • 'b" IO 0 ' 4 011 1 RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER 1 z o DRAWN DATE 5-23- SHEET NO. CAR •fr- 1 SHEETS JOB NO. PLAN N.. 1E319- INC2LZ140C2P ✓I { � I-- o c- �tiv - EDGC e.. __ -2 .._.• offs E.f 21" Cox120F I DFI W /BC4(o 0 /C II) 16, Ca/celled PSI,. 2 x Io'S E5EL0 I.I WINDOW SIDES . 1Mi tr A -- (2)2x » 2 FLUSH 44" CAN FRp.MF '� /SI. r 2-x 10'5 ". k.l®T AyDUT SEE SHEE.T N® (p,,oF1 Fog FLOOR TIE. SCHEDULE UPPED- FL-00F Ff<AV1ING PLAN I /4n =I'-C"ll° CAN'(IL EVER- 1 S0L1D 61.06 le- IIJ6. @ 13F"A - T 24'' c," L" SUSAN IN I.- 1.1 EI -NA - I r REN Cfr IN ETS RECEIVED CITY OF TUKWILA JAN 2 .5 1999 PERMIT CENTER • o • cc • z z Z o w cC U 0 U 0 D ti ccs o lc= DRAWN I "y DATE 5 -23 -c,4 SHEET NO. 5 OF SHEETS JOB NO. RK SHEATHING FASTENER SPACING CALL EDGES TOP ANDBOTFTOM PLATE NIMLUNGIOR ANCHOR BOLTS FRAMINC1 ANCHORS LLOWABLE - SHEAR NOTES .. 11 7/16 MIN APA RATED SHEATHING 6d C 6' OC OR 16 GA C 6 OC 16d 6' OC OR 1/T A 8 C 4' OC A34 18` OC 200 PLF • 112" GWB . BOTH SIDES 5d COOLER OR GWB ( r OC i.e.. OR 1/2'A.8 a 4'OC A34 g 18' O 200 PLF 1/2' GAB � - t ONE SIDE Sd COOLER OR - WALLBOARD g 7" OC 16d C 12" OC OR 1Q° AB ¢ 4' OC A34 C 24" OC 100 PLF 1 7 /I6' MIN APA RATED SHEATHING 8dC6°OC . OR- 15 GA C 5'OC I6dCCOG • 'OR 112 A 8 C 4' OC A34 a 16" OC 240 PLF ® 7/16' MIN APA RATED SHEATHING 8d a 4' O C. OR 15 GA a 3 1/2' OC 2- I6d c roc. OR 1/2' A B C 3'0 C A35 C 12' O C 853 PLF 1. .2 f � 7 /16'MINAPA 6 RA TED SHEATHING • 3° OR 15 GA C1 2 1/2 Ot 2 -16CC 6'0C OR 1/2' AB 'C 2' O C A35 C 12' O C 451 PLF 1. NOTES 1 BLOCK ALL HORIZONTAL EDGES W.TH 2X BLOCKING 2 WHEN SHEARV.ALL 15 24° OR LESS IN LENGTH, REFER TO V N.'MIN LATERAL RESTRAINT PANEL DETAILS • EXTEND 2 >< `t 7PI LS TO WALL, PROVIDE FL"RRI1.1 FOR 1 INSUL. LINE OF2'CLIP w /'G' EL V O N LY iii I2 "o. H. ROOF F A IN& la" O. H. 7 2' FT 24 iJ t- II 812 , !� i► � 2' N FA LS VFLL H F2 FILr 24 "a LINE W/2 MO TfU o .(. ! *2 I1\ �VI . i LINE. O F ei' c: L4f' E.L.E.V. ON LZ'- PROV i2E o f PUA p Tie-Liss E-S N— ff) 'G Doi LEV• IONS VENT8LO Ti-USS NOTES - INSTALL 4 f5R.AG E PER- M/°►NUF SPECS. - HO FIELD MODIFIc,"TION WrrHOUT PE-SIGN I=.NGIivE,ERS APp .OVAL - ENV !NI E.R.fNG TO AcCQ I+I Pik NY APPROVED PL.A J5 ATTIC VENTILATION 1092 SQ.FT.@ 1 /300 = S.F. izEQI 28 VENT (31.06,1 @ .06 S.F EA = 1.83 S. F 2 GABLE VENT @1.125S.F. = 2.25 6. F. p 7 / i F c. 'Y5 t; ?. !.J _ 2.413 6,.F e,' ,, AcTUAL VENT hg-E" 4,08 5.F 12" O. H .IS 12" O.H 3 °Cfr GARA&E@ E L EV. ONLY 12 "O•H. CITY OF ETUKWILA JAN 2 5 1999 PERMIT CENTER z 0 LLI '2 0 0 dr 13 O � 0 Q 1 • z o R- 0 W N z`.‘2 W Q� D 3 W J DRAWN DATE 5 -23- 94 SHEET NO. 6 OF • SHEETS JOB NO. PLAN N. . I� I 4 IN ‘LE14OOP . N0i6S: 2" DIa. coNTIHU0u5 HANDRAIL, g. E ?URN ENDS TO 1.1A L L, P'I IN . M." GL.E/t 14_( - MtzAX RISE 8 " MIN. RUN 9 ", MIN. HEADRot 6 - 2- 10 er1 W 1TH 2 x s - r - ' v BAG K - FIRE.ELOCK ST/AIRS ONCE IN MIDDLE OF RUN 5ET14 EEN STRINGERS + 4 -LON6 RUN (3ET1-..1EEAI STUDS. - USE,A6L.E SP,QGE UNDER- S rp.IRS TO 6E l - HOUR- FIf;.E CONS, 5/8" Type.' x'6 TAPED 4 FINISHED, TIP G /L- ST 7 iZ S E-C,T ION 1/2 ''= I -011 : LAT-2,4— E EL MIA IL IJ�"�• - br -1; tidy 6E LKEO wJPA11EL Palk ovtf cpr+wt h�l►CI FLY 10 LA I R11-1 4 Ht10 silt. - M ALL 7* OLkIt.1Ct e 11.'1(.101144 CotljlllUOU`� T° Iz 1 4PADrR W /rop p1./+(L Ar FPrw �I�F�TtlltJct 3/6" MIN. 24/0 E )4r. 1 , 8d,iJait € 5'o.c..a. WA ( '14 ALL 5,1400 #STUDS 4 r„ -r 2- 2>< S (NAIL 44 - STup) S ob ►jOLDarM'7 (IN PER t t P IU . srl,it ) 3- 2 r pi S olz ItlaviEtlul4 f 41 4 MP- ,' /L Y2 4A •IS., H. lrll-l6LDh t44T �Il it1UoU� �(IFL w/ j- } MRS ALso f -L��' LE r ‘ 7 MIDI 4 P le VELUX [oounung bracket tvauxstep flashing roofing - IIO RiZONTA.L CROSS SECTION Sk3/I6". rfit,l;l Lhll 1111191 111 51.„or50 5No14 LOA IM3G 94417512 160 Stc . 2401S to x10 401.5 to x1O PF 1 t2 "NMt.l. 12: I? I / - I' -Or' MANUFACTURED STPMPEP ROOF TRU5SE.5 MIN. 5 /4 "C LEATS @ POST/ DE/ AM bijiLpiw., S EG T I OIL 1 /2" G 1..16 R -13 INSUL. I R -19 INSULIS.TION :Q I .VAPOR 5' KJE .. 2x I2 RA - TERS @ 2 4"0.c.. 1 INS Li CATION w /VAPOR E50.- g. IER- 4 I" &IRSPAG E, INSULATION $AFFLE TO MAINTA I" MIN. /kHz-SPACE VENT PAL K'G Ie EXTEND TRUSS TPILS TO 2x 12 F. FTER - L_ CONY. t5M OVER GARAG E DOORS' (OPTIONA -L 3 %$x 10 '/yl , 145) �-- GA E 5 /a "TY PE. 'X TO UNDERSIDE OF ROO SHEATHING 0S5 0104 4 "GONG. S L,AB 1 31 06r $D4E,S SLO TO FRONT 12 "0.4. INPlELO 2" Nt1J. Cor 2x 4 P.T. MULL WITH I /2" % I0 " ANC.HQF- bQLT5 c 4' „ o.c.:f- W ITHIN 12.” FRC? ENDpF PLATES!, UNLESS NOTED OTHERWISE IZ 2 2x4 PL.,ATE (=rS" t i►.t . LA ^r) 1 /2"6 , 1F.J E (z-13 INSULATION w /VAPOR BARRIER STU25 @16,"0 2 x 4 6Tt • PL (L2 -2x TOt9 PLATE (48 MtN- LAP) 14 /(a)140.1 (PEA. C>BL. ToP PLATE LAP E, U I L b1NZ7 S xl0 S/8 ''&1-15 s/4"0.5.5. ocp "o.4: 12 "o c.IN,,Fat_ HFZ & I(o "o . . 4" LDoWNSPoU• DQAt ■L1tsW TIC.4tT Ur- D To APPIWt/ED S_ oenn C , -)P i s'sT r" Lit3G. sEG•' 180+1 , f4D 15649.2 COMPOSIT10N ROOF IN& OVER 15 ;' FELT OVER , /tPo " O. S. B. SH 4THtNl� W /8d C�(p''o.c E0bES I2 IN FIELO INSUL. EAFFLE VENT 61-O6KINe, IPIN& PER- 5.L122'S. OVER -' MIN. 7# BUILOItJ& PAPER 1 /Q. "0.S.B. S H eA - rH INS w /gd Cfo "o•c. EPC E5 1 2"9. 6. FIELD - TYR UNLESS NOTED oTHERW ISE 500-'4 PER. EN R • SPECS ovER MIN.7 *f3LDL, PAPELZ 7 /149'0. 5.0, SHEATHING ►� /8d c a c , "O c. EDG 12 "o.4. F1 EL. D- TYP UNLESS NOT ED o 'T HER WISE - 3A R5 Co N T FTv 1 1- bAK CONK co BRCKr1tz. F0(77 16" OK' WAIL 4 V5.RTIGALSC& I [e% c Mi TO R-esT ON UNDISTUREE.D SOIL. MIN. SOLI. 'BEARING' 1�P LUIE /Zdo PS F RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER 16•- w 0 c:=4 z o 0 PLAN NO. IS 14 IN&LEWG7D G ENERAL NOTES -1997 UBC 1. Contractor shall verify all dimensions in the field. Any varsaticna from the drawings shall be brought to the attention of the Designa or Engineer. 2. Adequate shoring and bracing of all eteut.tutal members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. FRAMING NOTES FRI. Frame nailing to be in compliance with ABC Table No. 23- 11 -B -1. FR2. All wood exposed to weather, such as wood used for deck framing, including decking, railings, joists, beano and posts shall be pressure treated of wood with natural resistance to decay. FR3. When docks, landings or porches are more than 30 m. above grade, provide guardrails not less than 36 in high. FR4. All attic spaces with 30 in. or more vertical height shall be provided with an access opening 22 in. by 30 m. The opening shall be located in a corridor, hallway a other readily accessible location and have at least 30-in headroom pa UBC Sec. 1505.1. If an opening penetrates the garage ceiling, the occupancy separation should be maintained with a self - closing access. pa UBC Sec. 302. FRS. All corridors shall not be less than 36 in. wide. GARAGE Gl. Provide an occupancy separation between the residence and the garage with materials approved for 1 -hour fire - resistive construction on the garage side. Garages and carports with living area above shall have i -hour protection for both ceiling and structural members G2. Doors between the garage and residence shall be 1 3/8 in. solid core wood door that is self - closing and tight - fitting and have a fire protection rating of not less than 20 minutes. G3- In addition to the garage-house common wall, the walls and post supporting the second floor framing shall have 5/8" gate "X" gypsum board on the garage side of the wall. G4. Posts supporting second floor framing will need "column jacketing" pa UBC Sec. 704.2.5 to protect the "fire resistive" ntatcriaL As an alternate, heavy - timber posts may be used without 1 hr. protection (min. size 8 "xS "). STAIRWAYS SI. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1-hour fire resistive construction. S2. Stairways to have a maximtmn rise of 8 in. and a minimi n run of 9 m: head room minimum of 6 feet 8 inches, minimum width of 36 in. Handrails to have ends returned and placed a minimum 34 in. and a maximum of 38 in: above tread nosing. The hand grip portion of the handrail shall not be leas than 1 '1 inches not more than a inches in cross - sectional dimension or the shape shall provide an cqu alent gripping surface. The handgrip shall have a smooth surface with no sharp co Handrails projecting from a wall shall have a space of not less than I-% inures between the wail and the handrail. S3. Intermediate rails of the stairway guardrails shall be spaced so that a 4 -inch diameter sphere cannot pass through, per UBC Sec. 509.3. HEATING SYSTEMS 131- All furnaces shall be labeled and listed by an approved agency and installed per listed specifications. H2. No warm' air furnaces shall be installed in a closet or alcove less than 12 inches wider than the 'furnace or furnaces installed therein with a minimum clear working space not less than 3 inches along the sides, back and top. H3. Appliances installed in garages or other areas where they nay be subjected to vehicular damage shall be suitably guarded against such damage by being installed behind protective bathers or by being elevated or located out of the normal path of such vehicles. 1114. Every factory built chimney: Type L vent. Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing and manufactwers instructions. HS. Furnace air ducts in the garage that pass through the living/garage common wall shall be No. 26 gage steel or thicker. 116. Openings around gas vents, ducts, pipes, chimneys and fireplaces at ceiling and floor levels shall have fireblocking, per UBC Sec. 708.2.1(4). 117. Provide firebloc king at l0 -foot intervals in the wall both horizontally and vertically per UBC Sec. 708.2.1.1 MECHANICAL AND PLUMBING MPI . Domestic kitchen range and clothes dryer vents shall be of metal and have smooth interior surfaces. Exhaust duds shall tdminate outside of the building and be equipped with back draft dampers. Length limitation (unless otherwise permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 fax including two 90 degree elbows. Two feet shall be deducted for each 90- degree elbow in excess of two per UMC 504.3.2. MP2. Water closed compartment minimum 30" wide with 2' clear space: in front of stool. Mi 3. When gypsum wallboard is used as a base for tile or well panels for tub, shower or water closet compartment walls, water - resistant gypsum backing board shall be used. Ceiling framing must be min. 12 "oc to support water resistant gypsum board per UBC Scc.2512. MP4. Water closets not to use more than 1.6 gallons per flush per WAC 51 -46.47 402.3.1.2. MPS. Strap the water heaters at points within the up 1/3 and lower 1/3 of its vertical dimension. Lower points shall be minimum 4" above controls per UPC 510.5. MP6. Showerheads to have a maximum flow rate of 2.5 gpm per WAC 51-46- 402.3.2.2. MP7. Provide non - removable type backilow prevention device at all hose bibs per UPC 603.4.7. MPS. Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub/shower combinations per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE II. Indoor design temperature shall be 70 F for heating and 78 F for cooling, 'WAC 51- 11-302.2.1 12. Provide bat insulation when the ceiling slope is greater than 3:12 pa WAC 51 -11- 502.1.4.5 13. Provide whole house ventilation per UBC Sec. 302.2.2 and 303.1.2. MISCELLANEOUS 1411. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story or a basement, a detector shall on the upper level, except that when the lower level contains a sleeping area a detector shall be placed on eat level. Wlee sleeping rooms are located on the upper level. a detector shall be placed at the ceiling of the upper level in close proxinnty to the stairway. Where the ceiling height of a room opens to the hallway serving the sleeping rooms exceeds that of the hallway by 24" or more: detectors shall be placed in the hallwt. and the adjacent room. Deteetors shall sound an alarm audible in all sleeping areas of the house per UBC 310.9.1.4. The required detectors shall move their power from the budding wiring and be equipped with a battery backup pa UBC 310.9.1.3. The detector slat! snit a signal when the batteries are low. M2. Provide minimum 36" landing at all exterior doors per UBC Sec. 1003.3,1.6 and 1003.3.1.7. M3. All exit doors shall be openable from the inside without a key a special knowledge or effort (a night latch, dead bolt, or security chain mounted at a height of 48" or less above finish flo may be provided) per UBC Sec. 1003.3.1.8. exception 82. M4. AS skylights shall be'+nouered at leant 4" above the plane of the roof per UBC Sec. 2409.4. The sloped glazing and finnan provided should resist snow and wind loads pa UBC Chapter 16 and Soc. 2409.5. 5 k, ` . rs 3 n o ` of t + t �ao1 e lase FOUNDATION NOTES FOUNDATION FI. Minimum 2 "x2 "x3 /16" plate washer shall be used on each anchor bolt per UBC Sec 1806.6.1(2). F2. Interior stud bearing walls may be supported by isolated footings- The width, length and depth shall be 24 "x24 "x6' for 1- story, 30"x30"xT' for 2- stones and 36 "x36 "x8" for 3-stories. All pies shall be placed 6 feet on center maximum F3. Provide 18" minimum awl space under wood joints and 12" under wood girders or wood to be pressure treated per UBC Sec. 2306.3. F4. Provide minimum 18"x24" crawlspace access. F5. Provide crawlspace ventilation of minimum 1 square foot for every 150 square feet of under floor area. P6 Foundation walls enclosing a basement below grade to be damp proofed by approval m ethod and materials F7: All footings and slabs' shall bear on undisturbed soil or 611 compacted to 95;vp Modified Proctor. F8 Assumed allowable soil bearing pressure =1200 psi F9, Slabs: Perimeter insulation installed, on the bride of the foundation wall shall extend downward from the top of the slab for a'miaimwn of 24" Insulation installed on the outside of the foundation wall shall extend downward from the top to the bottom of the footing Thermal breaks shall be placed in the slab between conditioned and unconditioned *ac F10. Grand cover. Grand ewer of 6 mil. Black polyethylene or approved equal shall be laid over the ground within crawlspaces." The ground cover shall be overlapped 12" min. at the joints and shall extend to the foundation wall. EXCEPTION: The ground Dover may be omitted in crawlspaoes lithe crawlspace has a concrete slab floor with a minimum thickness of 3 'h " FI1. Duct construction: All heating ducts uncondiuoncd shall be insulated to a minimum of R -8. All ductwork scam joint both longitudinal and transverse shall be taped and sealed: Non - recirculating hot and cold water pipes located outside of the conditioned space shill be insulated to R -3 minimum: cd STRUCTURAL NOTES CODES AND SPECIFICATIONS 1 Uniform Building Code - 1997 Edition 2. • AC1318 -83 Building Code Requirements for Reinforced Concrete. 3 HILT' Foaming Technical Guide. 4. Western Products Use Book 5. Simpson Strong Tic Connectors Catalog - 1998 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2. Basic Wind Speed = 80 MPH. Exposure B 2- Seismic - per Uniform Building Code Zone 3, 1 = 1.0 3. Roof Load - DL 10 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Deck Load - DL = 10 PSF LL ac 40 PSF 6. Soils - Assumed 1200 PSF Allowable Sal Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI (4 28 days Grade 4ft reinforcement Minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S - TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on Man: Glu -tam ham= 24F -V4 Fb -2400 psi t %_' Micro-lams E =1800 ksi Fbac2600 pi 2 1 1/16" Parallams E-2100 ksi Fb=3100 psi 3 ',/ . 5 Y. & T' Parallams E =2000 kai Fb=2900 psi AITC Certificates for the. glu -last beams to be provided to the building department. 2. When header interrupts top plate. header shall have strap connectors to the top plate each end - Use 2 Simpson MSTA24 connectors. UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shew wall stele. All exterior walls shall be considered shear wails. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8e1 common nee 6" cc, UNO. 8d cornmeal nails shall be 0.131" Ox 2'/a" minimum 4 Floor and roof diaphragm nailing shall be 8d common (4, 6 "oc at all supported panel edges and 8d rte 12"oc at intermediate supports. TABLE 23- 14- 11- 1- HANJHfs SCHEDULE caRrmcnun 1 kno aril s,r girder. memo( 1 - Mu*, to mot. toenail each i I' . 6 ( "• mm a 181 ann) sadr0osr'or Ices a cxh rase 1s2 marl subpar p. each _> - (5 1 mat, what. 1a past or. girder Mtrd and face nail 6 Sok plate to ens or block,. .,peal face mil Soak plxe to raq Of Mocking. at braced wall meets ' .,, H T "- 7 Top plate to mad. end nail R Stvd M arok piatc �a IlcW s,mk: (sec eel F in lJrnrhled (op purer ix(Aeat hoe mil Double top (lout lap splice 1 11 Bkatrng between rcists m rakers m cop plate. toenail 12 Run men to t.p p4k. recoil 11 cop plates. loam and,nerscOaas, Ines na11 4 Comma. header. two piaxa F I5 Ceding rwal.Ill Owe monad I6 t fartmison5 herder in •end. toenail X 17. C eilirtg t0iq_s surer pacrl0orslaa na.1 I R ( Ceiling raps m parallel alters, face: nor,! 10 Rahn to (late meas;l 2r F' (25 marl brace of ex; crud and plate. (ace art 21 1 x R (25 arm '. 2(15 mm) sheathing or leas to each bearing. lac: mil r '22 Wider than 1' + re- (25 me > 2113 mm) sheathing to each hearing, 1.e nail 21 Budt. op corner pads Ind at 24 Ruitt.up girder end hexm 2.1 a! 32 1813 mm) n.c. a1 lop and Manor. and staggered 2 20,1 at en. .ml al r-26 a(rnctoral pants aM twncichca,nf SM,IImx anelwa0 a6rMtsind tam Iramuhgl. (1 2.7 inter and leas _ s ram.10mmt 1 " (22 mm•25 chat 1 �a r,-. I'!r" (20 tom -12 mini Combination .. m scriber a .Augment In. framing! (IYamt . and has "(2225 coal (Pt mm•12 marl 27 Panel siding (m (r,mghgi'. 112 7 mm) nr leas `µ f lu mm) 28 Fiberboard sheathing ' 1 6 (12.7 army Nd , OW or Rd -ao ) 20. Interww paneling . .r l marl 4c1. 4 N5 mm, lap 'Common or .or nails ma, he used except where therwise slated :Nader spaced 6 uches (152 marl tin eenler st edges. 12 inches (30 mm1 a1 intern...1We e11,l1. except h rte hr. ; 1 s2 mall al all aapprms whcsc spans a,c aN inches 1121 marl m mar Fur nailing of wad structural panel and particleboard diaphragms and shear malls. reler to Sturm. 2115 ' 1 and 2315 4. Nails Ito wall shar ma, he mmmrm. bps m c 'Commits or delofined shank `fkr coed shank , rmsrr, resmant siding or Ca., maok conforming ro she requaemenn of Section 2104! 'Fasteners spared 1 inches f7ft marl on center st eater. edges and 6 tnehes (152 marl on center ar tmermedmur .upivro ^ ('01705 mresestant ring naibwNh'6,inch- diameler (I I ) head and I I/yiach (1R mm) I.,111 Alf t'yanch (12.7 amt sheathing and 1'0s inch 144 mm 1 lenp Ito - . nroh 120 corn) al,e v, th negv nun) 11 s n( Seakm 2A?/ 1 ° ('nrrtnka- resNan1 gapks ai(h m m inel ryn.+nrn (I I mm) nano* and I /q -inch (29 mm) length (ns � t.�ine h f I'_ i marl sheahmg and Ir ,inch 1 Vf marl length rte ' inch (H) m I sheathing conforming 10 the requirements of Seenna an1.1 lop 1 suploorta at 16loch. (.06 man) 2{I inches (5011 mm) if attempts ash In a. long direction of the panel. unless mherwue ,narked!. Casing w finish nails spaced 6 Inches (152 mar inches l on panel 12 ines (305 mm) ac intermediate supports Panel supports al 24 Inc. (610 wink - ring or finish mita spared 6 inch. (152 ann) nn panel edges. 12 inches 1105 mm) et intermediate supra.. RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER rft - - IIII1i_= 1 0"0.t. 6061, HOR/e. if KEBAri 15'o.G. VET co>tr: Pe, &AR PLAiG EMEre PAR U6G 1907.2 16" axaA6 FL 6 'o I I �Il= lilt = II I fit= . Few 00 I = IIII= 11II =1111 III! . (JNDTS'>ti Iz 9 Sod- 1„110110 v4AS ER ►tL ' - 1III-1II 18 aG.. Carr Hoak. #4 14bAR r8" O.G. V'1 (( )itk R EBAR WAR 1107.71 III °1111 =11� FILL- 6 E tIJ illl= lilt= IIlI IIII� =JII �P10 it o" 1UNPI51UR$60 L S6 9 AN S41 r-- c5rfcv( cavYI(1 Tye, - co CI= Ilia: I} 1. RF9AP CN'(RP UNDisluM3E9,--, =111 = I I III III III I =III Ili PEEP PAR P v1A9fi4 vA1?IE5 RECEIVED CITY OF TUKWILA 2 5 1999 PERMIT CENTER