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HomeMy WebLinkAboutPermit 6954 - Griffin Residence - New Single Family Residencer4 l; k f R 5S? 0 (001 —47 0 1 r 1� �o �,/? 11 0: 0t -4 %2" 4 T 0 1 4o3(0 41. r!c'4o 4'I. 6,4574 42 0 N dYVy 4 2,x315 H.F.#_ \ �� WI•G• NEAT G6.THEDRAL CEILING VANITY, LIGHT — ,I EN:yiet.m, IK�oI2 TOILET 0oR MOLP:h1G _1 Z�� l�J� /� 5MIPPED "' J LOO4E.A14IP _ ' N If•J57ALLEG (8`f-OTH1 =Q5� �- G0�12 A1s� �9 �4'-3i�2t► 31 -8'I 13, RETURN of : 4TR•i LI aJ F.Lve t.ivi1-1 c, Tece2NA HEAT RE.61 TE2 X70 C-a© P16 ELCW 1NE 11 PitiNt✓4 IN51G■1AIWI 2'%2 12)6117 Po INE UL. f;EHIN eL-a6. PANE�.I izla.25 i 3'14 A.BS. ScHER 40 A.i?Clal VENT z /(,4 41/414 41 -3 /.11 � A} fi DATE AEVISiON EVENT IM x40 RE-VENT 31- -5127" t 1► 2 -1 4/2 ,z& - ea" 11_43/11 MAILING SCHEDULE : LEFT ENt2 WALL: iod @ &' ,.c. P/ E.L EDGES AND 12 "0.G. 114 F1ELD. R16.-!-iT ENID WALL: 8 d e ''c. P4.f -4EL. tPGES AWL? 12 "D, C. If4 IELt7. FROI.IT 51DE WALL: I ©d c ;o" o, c, PA,:e.iEL EQ6E , At4P 1211o, c, Iti; 1'tEL E3A.CK 511:2E WALL: ed @ Co "o,c. PA.NE± EDGES AND IZ "O,G,I1J i =1ELP. r Ut11 T ,IG" NOTES: 1.) c C:10 Ft i? klf DESIGN LOAD CRITERIA: 40 lbs. P.S.F. LIVE FLOOR LOAD 25 lbs. P.S.F. LIVE ROOF LOK 21 LBS. P.S.F. WIND LOAD (9' M.P.H.) 2.) TIMBERLAND HOMES CERTIFIES TO BUILD TO THE DEPARTMENT OF LABOR AND INDUSTRIES GOLD SEAL STANDARDS. 1 ur.d r.�i r i %� li '.i'•z 'tii: j. Cfi(w* Z!11�rP•t' s Fsft >.)jec i, �Y''yr� +c�'t,: q:..i5. c?5 o$K.i.appa'cv J.o p!e: ^s does nc, . a�tii?r,> : � tile ic)a#im .oi- any adopted crJe or .ci'Cii:lc ;ce. •R ccipt of contractor's copy of approved r, fans .acknowledged. � ,r '( PLAN uN1'c 11^11 CITY OF TUi WlLA APPROVED DESIGN NO. IVIS!!ON JOB NO. 3.) DBL. 2x10 H.F. #2 FLOOR JOISTS TO BE INSTALLED BELOW ALL WALLS 8 -O" AND LONGER, PERPENDICULAR TO RII.GE, ON ALL 14' WIDE MODULES ONLY. I� RECEIVED CIIYtl :TIUKWfl_A DEC 5 WI 4.) INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL BE PROVIDED PER 1991 WAC. SEC. 302.6.2 Date Permit No iiJi�l�lll�l���lll�l�l�illjlll�lli�lll�l�l�lllIi�lJl�I Hit1,1pj`F�I �I�` I'il�l�i1hIf`�I�ij`III�IIitl�i� I�I�I�I�I�lll�if I�I�I�1�1j(i 1.ftt1It-Ii O to 7145 INCH 1 2 3 PERMIT CENTER p.':r �. � _' .,r �: v' 7' Vii.. � i�":;•ay J / 7 i n7 r7 i.7 ? r7 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the Qriginal document. 77 17 /. 9 1 10 11 MADEINGERMANY 12 0 71 ,1 n , 01 -0 s1r,51`�y & — er r- WOW MOM ,o..s 11111010 wwr...NN. arse, 4a(iL, WWII* 1 . WNW MEW/ MONK. NNW.? ..Pro WIMP WOW. arero ..■... sr.•■ 01..0.0 .».o..101111. ..... •s.e.., itV s ..... MOMS, s■ u..... arr.• 113,0410 a.r 01■•• ...nno ■Mary .r... stye• cv.M•• w.• 03040 410 vi c.740 41, dvo4v 41. 0 N 200 CFM (v.'r.0.G) 220V !NW 1 1EAT Ra6,1 aEQ r LJA. Y PRAL G�IL11.lG (v. T. 0.5 Mitroieg ft ■■■■raetra.0 Yowls / V AJJ 17`0, L.14 N T dK, hd 1 Eno Or 'I0.1M.,'4SILa4' v ag 4AelsiNgP Loo.56. Amp WiTA.1.14 (161- ri { ,1 1 so gf 1,444figege t I 1 1 44344'4 41. 41) LIul N Yd VE5 H HEAT gf.61hTg.g #l4, 1. FLQ. L 0111162117, 01=1,00. mamma AMID WOW LOW MINIM Worms IN Mere= ( fic-- eh" ISO Ih16UL. e.E1..11 :Ig19.2s CITY OF TG4,4" I APPRO APR 15 r. Yr• n i irtG L 00:;14,9 1,v 1 it ;Ca 1 11 4 l 4 *MW 71.67.11T GENERAL NOTES 1. ALL RECEPTS, SWITCHES, LIGHTS, FANS & HEATER LOCATIONS SHOWN ARE FOR REFERENCE ONLY ACTUAL LOCATION MAY VARY SOME DUE TO CONSTRUCTION OBSTACLES, EASE OF INSTALLATION ETC., SO LONG AS CODE COMPLIANCE IS MAINTAINED. 2. BREAKER LOCATIONS IN ELECTRICAL PANEL TO BE DETERMINED BY LICENSED ELETRICIAN IN ORDER TO ENSURE EQUAL. DISTRIBUTION ON PANEL LEGS. EQUAL DOES NOT MEAN EVEN. 3. BREAKER SHOWN ON PANEL ARE MAXIMUM SIZE BREAKERS. FOR EXAMPLE, BREAKERS SHOWN ON FURNACE IS 60 AMP SO THE FURNACE BREAKER MAY BE SMALLLER, BUT NOT LARGER THAN 60 AMP. 4. HEAT TO BE IN WALL TYPE ZA CEILING EX. ET: .R. i r C3 Co ER. 5. ALL KITCHEN RECEPTACLES SHALL CONFORM TO 90' NEC. 7. ISOLATE BATHROOM G.F.I. CIRCUIT TO CARRY NO OTHER LOADS PER WAC 296 -46- 21008. 8. ALL SMOKE DETECTORS MUST BE WIRED TO SOUND SIMULTANEOUSLY PER WAC 296 -46 -700. BASEMENT SMOKE DETECTORS TO BE WIRED TO MAIN FLOOR SMOKE DETECTORS WHEN APPLICABLE. 9. ADD LIGHT TO ILLUMINATE CROSSOVER J -BOXES WITH A SWITCH AT POINT OF ATTIC ACCESS PANEL SHALL BE PROVIDED PER WAC 210 -70 (a) & (c). 10. ALL BATHROOM FANS, SWITCHES, THERMOSTATS AND RECEPTACLES TO BE INSTALLED PER "1990" SEC. 680 -41, 5. ALL PERMANENTLY CONNECTED APPLIANCES TO BE ..CONNECTED TO A BREAKER LOCK -OUT IN THE ELECTRICAL PANEL. .a ^x'r'.:.. •sT..y y= `<•vy. Orr. ::?";.: 13. EXHAUST VENTILATION: a. KITCHEN FAN b. MAIN BATH FAN c. MASTER BATH FAN d. UTILITY 14. ALL WIRE SIZES 11. CRAWL SPACE ACCESS: SAME RULES APPLY AS NOTE #9. 12. EXHAUST AIR QUALITY PER 1991 WAC SEC. 304.1. - X11 LA ,INT 11'-- I o RECEIVED - -- --If.- CITY OP T i -M A. DEC 5 1 91 TIMBERLAND HOMES (PANEL "C ") PEW/WI-CENTER = 200 CFM = 94 CFM = 80 CFM = 80 CFM .1WG. .1WG. .1WG. .1WG. BROAN 590 BROAN 684 BROAN 684 PEP "` °'F1NA'L"P'LANS FOR ELLECTRICIAN t�A H t o 1E' ffF` H�L CT C CIR.. IT LISTED ABOVE. HOWEVER, THEY MAY NOT EXCEED THE NUMBER OF CIRCUITS LISTED (EXAMPLE: THERE ARE 9 -20 AMP SINGLE POLE CIRCUITS LISTED ABOVE. THE ELECTRICIAN CAN HAVE LESS THAN BUT NOT MORE THAN 9 -20 AMP SINGLE POLE CIRCUITS FOR THIS ELECTRICAL PANEL.) ALL 220V APPLIANCES TO BE CONNECTED TO BREAKER LOCKOUTS AT PANEL. 40 AMP RANGE 40 AMP RANGE 20 AMP GAS FURN (BLOWER) 20 AMP KITCHEN /DINING 20 AMP KITCHEN /DINING 20 AMP FREEZER 20 AMP DISPOSAL 20 AMP MISC 20 AMP MICROWAVE 20 AMP MISC 15 AMP MISC 15 AMP MISC 15 AMP LITES & RECEP'S 15 AMP LITES & RECEP'S 15 AMP MISC 15 AMP BATH GFI CIRCUIT 30 AMP HOT WATER HEATER 30 AMP HOT WATER HEATER 30 AMP DRYER 30 AMP DRYER 30 AMP HEAT PUMP 30 AMP HEAT PUMP 20 AMP WASHER 15 AMP GARAGE 15 AMP SMOKE ALARM 15 AMP MISC 15 AMP MISC 15 AP MISC 15 AMP.LITES & RECEP'S 15 AMP GFI 15 AMP MISC 15 AMP BASEMENT (LIGHTS) 15 AMP BASEMENT (LIGHTS) OESIQN NO. JOS N0. m.2: > >�F rYT:ydF a4Y SHEET NO. I' j'►' j' i' j' �' �' I' jI�' j' it �' �' jll�' j' I' +Iitjlitjl {ij;�Ij,���- r -jl��l 0 16THS INCH 1 / 3 '111111111mji1IJ11111il,1F •tI11Ijtitj11111J j1 11'1'111 ftru1i-!t 4 5 6 7 8..... _._ 9 t 10 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the original document. lI 1 Li111111111111111I111'1 11111' 111111111111jl1 11 °ADE INDERMAS(( 12 0 1::15 WO) viinio I. igja 2x2 S4S WINDOW TRIM FLOOR LINE 1201 • 37th M.W. AUBURN, WA 98001 PH: 1.800.828.3803 CONC. STEPS BY OWNER FRONT ELEVATION APPROX. GRADE LINE 12" a. 18" LOUVERED GABLE VENTS .°--- COMPOSITION ROOFING ---' 2x6 TK CEDAR SIS2E BARGE BOARD W/ !x2 TRIM REVISION II m.1I IIA�91 2x6 TK CEDAR — SIS2E FASCIA 2x3 x 2x4 S4S CORNER BOARDS 1111111111111 L.P. SIDING W /GROOVES 0 4" O.C. PERMIT REVIEW BLDG. PERMIT SKIRT BOARD I/ $. MIN ■ . u. Sq. Feet No. Bdrm. SIDING: L.P. W /GROOVES ® 4" O.C. TNDO : VINYL/WHITE NOTES: TIMBERLAND HOMES CERTIFIES TO BUILD TO THE DEPARTMENT OF LABOR AND INDUSTRIES GOLD SEAL STANDARDS. CITY OF TUKWILA APPROVED APPS 1992 Drawn By DESIGN NO. NG •DIVI ON JOB NO. RIGHT SIDE ELEVATION RECEIVED CITY n ;KN /ILA DEC 5 1aJi PERMIT CENTER SHEET NO. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIILILIIII1IEIrl •.Cjf 1111 IItLI.III111 ,IIJltIIIttiIi ELI . III IlII�,��Il���fitili` ` +tt1I1li lIji . 1�lIi�i�f, ljillIiIlI (iiIlilIlilIIIIII11III,IIi 0 16 YHS INCH 1 2 ,> 3 ' 4 5 i 5 7 ,. , . I8 9 10 11 IHoR .Y 12 NOTE: If the microfilmed docuraeut is less clear than this notice, it is due to the quality of the apriginal document. r al_ o" 8'J& .'Z. o. AI T.S. Bfox S/o ovr-_12NE.Ap I 9/O x 3/a ovERHEAW GALA GE 17R, Gp.RAC_ t7R . 5040 SL, WORK SHOP I (ollx 6" T14IGKEWED GONG, — FTC. w/ 3 - #4 L.ARS 4"MIN. CONG. SLAS OVER .000o MIL, VIS61UEE1.1 VA1'CI , 2 "5AMt' CEASE 4" CRUSHED ROCK BASE St /BIlx 131/211 24-f V3 211 H3/41t pF /pF�LAM. SM. Gb1A1vlE2 41- 102'1) 81 -311 1 01-11h" IO1- 111/411 BED 00M * 4 J 3B' 3f3" I D "COt i w/A Iq SP.RS irA , A ___ 51/81'x 1011.11 2 -f Vei L.A. M I NGAT . 12 E3f=A. w/(4)11 4 B WAY BELO GA1:ZA.GE V2." 3 J 1 111 (4" 5.3K PT.LD. 1201 •37th N.W. AUBURN, WA 98001 P11: 1. 8004284803 I ,,4, ,1 r. _Cox C, Po5TS("1- PLAG.ES) 74 91-51/4" 41- 01` L 4. �= G. P D -- A 1''CaST N. STORAGE GAME ROOM REVISION 12 -3 -91 STRUCTURAL NOTES: LIVE LOADS ROOF 25 P.S.F. FLOOR 40 P.S.F. '_ OUNDATION EXTEND FOUNDATION TO SOLID BEARING 2,000 P.S.F. BEARING CAPACITY, 1' -6" MINIMUM BELOW FINISH GRADE. CONCRETE ALL, CONCRETE SHALL HAVE ULTIMATE 28 DAY STRENGTH OF fc = 2,500 P.S.T. BLDG. PERMIT c,101/4" Style REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 40. EVERGREEN tic loCo THREE. WOOD FRAMING SCHEDULE OF LUMBER GRADING (W.C.L.I.B. BOOK NO.116) KILN DRY' A) HEM -FIR NO.2 (1,000)f) FOR JOISTS EXCEPT AS SHOWN. B) DOUGLAS FIR NO. 2 FOR ALL SILL PLATE MATERIAL & POSTS. C) HEM -FIR STUD GRADE FOR STUDS, WALL PLATES, AND BRIDGING. D) PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE. NOTES: 1) FOR POSITIVE CONNECTION BETWEEN POST AND PAD USE SIMPSON PB -46. POST BASE. FOR GARAGE USE SIMPSON CB -66. COLUMN BASE. 2) FOUNDATION VENTING PER UBC. Drown By IS,NoV,91 DESIGN NO. 3) FOUNDATION CONTRACTOR RESPONSIBLE FOR SEWER, WATER, POWER AND GAS LINE KNOCK -OUTS IN FOUNDATION. 4) 13ASEMEWT E' T. FRAMED \WALLS: Tae. QEQ:t2, LENGTH MUST C3>~ ONE CONTINUOUS SHEA12.WALL. A SIMPSON WI? ?. A 1-4oLVOWT -4 w/ S /Sj1 4 THf�EAPEt7 BOLT W/ NUTS 4 AS E12 I5 R?EQ119, EACH EW77 or SHS.ARWAL L WHaRE SHEAIZWALL EXCEEDS 4` IN HEIGHT. USE t2OUIELE 6TOVS p.T Ht72A LOCN-riONS AN17 NAIL EAC.N STUB P.S Fo;z EDGE. UWLE5S I+IOTEp OTHERWISE, EM8Et7 L3oLT 12" INTO GONGrTETE. ` . II1I1I1I1I1I1i1lii1l1 I1I(111; 1111 11l,l,lil1l1I'I1.1111)19LEri ll r��� iii1 i i1IIIIIiiIii ii IIIttI pifalir►lI i+ ttlr: 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 18 MIS INCH PLANSa n,ill0 JOB NO. CITY (` ' , + i t.',r;';t.:A SHEET NO. 1'ERWI CENTER 0 2 3 5 � ; 1i`H. 1111111 I1I1I11i1111I1I1II111p 1l`i1li111111li� 9 10 11 MAQENGER6Wf 12 • —3/4" PLYWOOD MARRIAGE LINE SIMPSON (L-50) EA. SIDE RIM JOIST OR COMBINED RIM JOISTS & FLOOR BEAM MAKE UP CENTER SUPPORT FOR FLOOR SYSTEM FLOOR BEAM IF SHOWN ON FOUNDATION PLAN. (FLOOR BEAM ADDED TO ALLOW INCREASED SPACING BETWEEN POST 2x10 FLOOR JOISTS 3/4" PLYWOOD MAIN FLOOR EXTERIOR WALL "Z" FLASHING 7/1 tr L.P. INNER SEAL SKIRTBOARD NAIL W/10d 0 3" O.C. INTO 2x12 RIM JOIST & TOP PLATE OF FRAMED WALLS 2x10 FLOOR JOISTS 0 16" O.C. CONT. 2x(AS REQUIRED) 4N4 FILLER STRIP 3/4" PLYWOOD MAIN FLOOR EXTERIOR WALL "2" FLASHING POST PER PLAN INTERIOR WALL LINER PER PLAN IF BASEMENT IS TO BE FINISHED 2x6 BOTTOM PLATE CONTINUOUS 1x6 BETWEEN MUD SILL & BOTTOM PLATE TREATED 2x19 MUD SILL-- - 3/4" P.W. SHT'G DBL. 2x6 TOP PLATE 2x6 STUDS 0 16" O.C. 2 -2x4 TOP PLATES TREATED 2x6 SILL PLATE 7/18" x 12" L.P. INNER SEAL SKIRTBOARD NAIL W /10d 0 3" O.G. INTO 2x12 RIM JOIST & TOP PLATE OF FRAMED WALL & SILL PLATE z APROX. GRADE EXTERIOR SIDING PER PLAN 5 /8" T -1 -11 SIDING, 9/16" L.P. SIDING OR 1/2" CDX P.W. SHT'G (SEE ELEVATIONS) (1.) Rao mu_ MACH% o :)10d COMMON NAILS 0 If O.C. 0 EDGES AND 12 O.C. IN FIELD. (2.) o i d COMMON I r O.C. ® EDGES AND 12 O.C. IN FIELD. THICKEN CONCRETE SLAB BELOW POSTING FROM ABOVE .006 MIL. VISQUEEN VAPOR BARRIER 1 q x / MtcnOR TS a 2RK o.c. et r FROM ENDS OF EA. PC. OF 2x TREATED SILL PLATE 1 . P x 1 NICFfOR eOLIS 41 • O.C. & FROM ENOS OF EA. PC. OF 204 TREATED SILL PLATE 2x4 FRAMED PONY �D WALL W /R -19 INSUL. INSUL. 25 FLAME SPREAD RATING 1/ 0 12" ANCHOR BOLTS 0 21' O.C. & 6" FROM ENDS OF EA. PC. OF TREATED 2x6 SILL Zo PLATE Sig WALLS; z 1/2 0 x 12" ANCHOR BOLTS 0 ,'-O "O.C. & 6" 4- FROM END OF EA. PC. lie OF 2x6 TREATED ° SILL PLATE o CONT. #6 BARS ® 1ta" O,C. (HORIZONTAL) 1- #6 BARS 0 14; O.C. (VERTICAL) R -19 BATT INSUL. W/ 25 FLAME SPREAD a RATING 0 1/2" G.W.B. (OPT.) 2x4 STUDS 0 16" O.C. b EXPANSION JOINT o R -10 24" CONTINUOUS INSULATION- P.W. FILLER STRIP ISM •37th N.W. AUSURN, WA SOSOI 1400 2" SAND BASE 4" CRUSHED ROCK BASE 1'l* 111. i'i i'' Y,1`1,t�rll,�rlA1rl 1Wly19' N1VlrlINWIhVAW1 111 _111 =ME- I EI 11E111El 1 111E1 1 1_111_ I I ICI 11E1 I �_� 2x4 TREATED PLATE 1._..-.111=111=.1 10 C. 0 E6" F M O NDS 1 1 1—I 1 1--1 1 1- — OF EACH PIECE 11.- -1 I 1 -1 I ICI I ..II.I IIII= BITUMINOUS COATING BELOW GRADE -UNDISTURBED EARTH BELOW PADS OR FTG'S .006 VISQUEEN VAPOR BARRIER ---- 2x4 TREATED PLATE ■ ■""� --- „ �i i W /POWER NAILING _111-- --- 11-. -- 111 --111 - --•u 111- ® 24" O.C. ®6° FROM ENDS. EA. PC. SECTION THRU Scale: 3/4 SECTION THRU Scale: 3/43 ma l`—Cr 2" SAND BASE 4" CRUSHED ROCK BASE (3) -CONT. #6 BARS SECTION THE Scale: 3/4n in 1°—Cr ALL MATERIAL BELOW 2x6 SKID PLATE AND ALL INSULATED WALL MATERIAL BY -OWNER REVISION 4aCP "A .Cs. EXTERIOR WALL EXTERIOR SIDING PER PLAN "Z" FLASHING L-P Inner -Seal 7/16" x 12" SKIRT BOARD W/2 ROWS 10d 0 4" O.C. INTO 2x12 RIM JOIST AND SILL PLATE 1/2" P.W. FILLER APROX. GRADE BITUMINOUS -- COATING BELOW GRADE - ^I 1 i- 4" 0 PERF. DRAIN TILE W/ GRAVEL FALL - -1 1 1-- 2x10 FLOOR JOISTS ® 16" O.C. (TYP.) -1/2" PLYWOOD - 2X6 SKID PLATE \op v MARRIAGE LINE ' 3/4" T &G t' ►: 2x10 FLOOR 0 16" O.C. JOISTS CONT. 2x(AS FILLER STRIP REQUIRED) 3/4" PLYWOOD MAIN FLOOR EXTERIOR WALL. "Z" FLASHING 7/16" x 12" L.P. INNER SEAL "SKIRTBOARD NAIL W /18d ® 3" O.C. INTO 2x12 RIM JOIST & TOP PLATE OF FRAMED WALL & SILL PLATE BLDG;. PERMIT CONTINUOUS 1x8 �--° 2x8 TREATED SILL PLATE �i>a; i ANCHOR BOLTS IB" LANs e' -cr o.c. & a" mom OF EA, PC. OF 2za TRiATCD SILL PLATE 1 2` •ANANCHOR DOLTS IUD L ® •- °O.C.& tr. FROM ENDS of EA. PC. OF 2z6 TREATED SILL PLATE 2-CONT. #4 BAPS .008 ''SQUEEN VAPOR SARRIM 2- COiti. 14 BARS 5 to SEE FOUNDATION FOR FOOTING SIZES BARRIER APROX. GRADE --- SIMPSON A -34 EA. SIDE OF POST 30# BUILDING FELT II2" 4) is &'41'1. A.NC44olt PIN 3 #4 BARS EA. WAY IN ALL CONC. PADS LARGER THAN 24" SQ. 2-2x4 TOP PLATES APROX. GRADE TREATED 2x6 SILL PLATE END WALLA: 1/2"0 12" ANCHOR BOLTS 0 21" O.C. & 6" FROM ENDS OF EA. PC. OF TREATED 2x6 SILL SECTION Scale: SIDE WALLS; 1/2" x 12" ANCHOR BOLTS 0 10=0 "O.C. & 6" FROM ENO OF EA. PC. OF 2x6 TREATED SILL PLATE SECTION THRU Scale: 1.: 82 1 —� REFER TO SECTION „p° . �9q2 THIS SHEET FOR R RA ' APPLICATION 4 P 01N ^ biV1SION CI.‘-- :.:..,, DEC 51 # PERM-1i CENTER 1 FL4>1t? is i14, t • _a. • «,r 11��I�111iIIII�I1l�II111I11lII�III��l�llllii�ill1111�11 °ll�llr8 (`If , ij` 11��1 ,��'.'.Ii�ll,fl11'111Li,1i1� 1 tto1lr 9 t 10 11 WEINCEFMANY 12 0 16 THS INCH 1 2 3 4 5 6 7 NOTE: If the microfilmed document is less clear than this notices it is due to the quality of the original document. ROOFING: COMPOSITION OR WOOD SHINGLES 1/2" CDX PLYWOOD SHEATHING W /8d NAILS 6" O.C. © EDGES - & 12" O.C. INTERMEDIATE INSULATION BAFFLE SIMPSON H1 OR EQUAL EVERY OTHER TRUSS FREEZE VENT OR 2x4 BLOCKING TOTAL VENTILATION TO BE 1/300th OF ATTIC AREA W /50% OF VENTS TO BE AT EAVES. OR ATTIC VENTILATION MUST EQUAL 1 /150th OF ATTIC AREA. INSTALL VENTS TO PROVIDE CROSS VENTILATION NOTE: 50% OF EAVE VENTS TO BE 3'--0" BELOW THE OTHER 50% 5/4 x 6 CEDAR FASCIA w /(2) 16d NAILS PER TRUSS 14' -0" MAXIMUM VAULTED CEILINGS: . 1.) .006 VISQUEEN VAPOR BARRIER. - MARRIAGE LINE SIMPSON A -35 OR EQUAL SHEAR WALL SUMMARY! J 2 °- -07 2x4 TOP PLATE .^ �m aliail111�►••�1111111•1rr•r� •� .`.iil1s11iiisisziiiisisi! Iszsis1sisiil.I r 7.1/4" _.. 1.1 /2 5/8" PLYWOOD SIDING OR 1/2" CDX PLYWOOD UNDERLAYMENT BLOCKED W /NAiLiNG AS FOLLOWS _ 44 ,;.sE.E SHEET 11O. 1. ftta In ALL WALLS: NAIL SPACING © INTERMEDIATE SUPPORTS TO BE 12" O.C. ALTERNATE SIDING HORIZONTAL OR VERTICAL CEDAR OVER THE 1/2" CDX PLYWOOD NAILED AS SPECIFIED ABOVE .006 MIL. VISQUEEN VAPOR BARRIER R— INSULATION 2x6 STUDS @ 16" O.C. 2x6 BOTTOM PLATE "Z" FLASHING 2x12 RIM JOIST 3/4" T&G PLYWOOD SUBFLOOR GLUED & NAILED W /8d RING SHANK COOLER NAILS 4" O.C. EDGES AND 6" O.C. INTERMEDIATE- ------ 1201 • 37th N.W. AUBURN, WA 98001 PH: 1. 000 - 328•3003 LU-26 VERTICAL JOIST HANGER EACH TRUSS DBL. 2x2 TOP PLATE 3/8" CDX PLYWOOD GLUED & NAILED W/1.3/4" x .0860 6" O.C. ON EDGE & 8" O.C. ® INTERMEDIATE 2x4 STUDS ( 24" O.C. 2x4 STUDS (FLAT) C 16" O.C. FOR MARRIAGE WALL 2X6 STUDS (FLAT) © OPENINGS INTERIOR LINER PER PLAN GYPSUM WALL BOARD:_ CEILING: 6d G.W.D. NAILS 5/8" GYPSUM 7" O.C. EDGES & DBL. 12" O.C. 419 INTERMEDIATE WALLS: 5d G.W.D. NAILS @ 1/2" GYPSUM 8" O.C. EDGES & 12" O.G. INTERMEDIATE x10 RIM JOIST L —P Inner —Seal 7/16" x 12" SKIRT BOARD W/2 —ROWS 10d 4" O.C. INTO 2x12 RIM JOIST GRADE LINE AND SILL. PLATE -2x6 SKID PLATE R- INSULATION __ --.:-I TIGIAT FIT C 3 /4ii '1 W.. 2x6 TREATED SILL PLATE it v. UI 111CA1. 9.4` ■ IJc �i KL - _ I I I. 1 Fi Etc, : -- 4 rat�'i1. MoPoodtc) 4 ®'� Ls N ON 2x10 FLOOR JOISTS (� 16" 0.C. (TYP.) --vs/ ADDITIONAL 2x10 FLOOR JOISTS REQUIRED UNDER 8' & LONGER PARALLELING WALLS ON 14' WIDE MODULES ONLY. UNLESS OTHERWISE NOTED REFER TO FOUNDATION PLAN FOR LOCATIONS. �2x2 BOTTOM PLATE A -35 SIMPSON FRAMING ANCHOR EA. SIDE OF POST 1 /2" DIA. BOLTS C. 6' -0" O.C.. & 2' -0" EA. END POST PER. PLAN CITY OF TUKWILA ; , ►.te AP' ' 8 192 DING L !SIC'N 1 13 NOTES: 1N,41,.. 'likISTRUCTION TOP CHORD OF TRUSS BOTTOM CHORD OF TRUSS (3) 2x8'S W /(2) 1/2" GLUED PLYWOOD FILLERS (CONTINUOUS HEADER) MAXIMUM SPAN = 9:-2" (UNLESS OTHERWISE NOTED) STAGGER JOINTS 2` -0" MIN. OVER OPENINGS. NO JOINTS IN OPENINGS OVER 6' —O" ALL LUMBER TO H.F. #2 EXCEPT AS NOTED. 2. ALL STUDS, PLATE $ BLOCKING TO H.F. STUD GRADE. 3. TIMBERLAND HOME IS NOT RESPONSIBLE FOR ANY DESIGN AND /OR MATERIALS BELOW SKID PLATE UNLESS OTHERWISE NOTED. DETAIL SCALE: 1.1/2" — 1' —a" CITY DEC 5itJl PERM! f CENTEP DESIGN LOAD ROOF: LIVE LOAD = 25 PSF DEAD LQAD = 15 PSiE TOTAL LOAD = 40 PSF J00 N0. 4. SPECIFICATIONS AND MATERIALS SHOWN ARE MINIMUM REQUIREMENTS AND MAY BE SUBSTITUTED FOR EQUAL OR BETTER MATERIALS. illl llll 1iiiiiIiiiiIIIIiiiIIII =IIIIIIIIIIII IIIII.w-I iltiII. t r aillp 'III(IiI�lllIt'!IJIIIIliIt. wrilIILII_iIJIII1I; III. !III f+tt_E -14 3- 4 5 6 7 8 NUTS: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 0 16 THS INCH '1 2 FLOOR: LIVE LOAD = 40 PSF QADLOAD =1OPSf TOTAL LOAD = 50 PSF SAS a ROSS Ij 1, tI1IIII11' 11 I1111I 1II1111111;I1111111111111111111 9 E. 10 11 MADE IN XRIWff 12 • Co O1 —0 axG, Sb1ds IC," De. Cedar Deck1148 QouGLE ?X6 6.1 a" e' - 41/z11 414d 4,1'- 71 " 111 -5 x.111 gP>O40-0 Al. w.I•�• L4. 71-1EDRAL. <EILHP16 1201 • 371h N.W. AUBURN, WA 98001 PH: 1.800.8284803 151_ Con =12 0 N VANID(, I.I4INY MINX, M I R RO it WYL, 'TOILET 14irrec, :w� FLOOR f�ilC LOOSE -MW 1N,TALLEP (8Y- OTHERS) 41- $1/211 gl_eII 8 'h`' 141►I L iV 11J�j g4t7NA NEA-r IZE6iTE.R UTI t.-i1 ( O i c7 P1 G>O>%)47 e4EG P'ANeL• r.� III 74O 4L eJ RE-VENT ifttx:colvi 0'3 1304.0 ` =L 4 4-- II ICo - Co 111 -43/4 NAiL Ih1G �GFIEPULL LIFT ENP WALL: iod @ 40 "0.C. PA,1.1r.L EPGES A m2 12 " O. G . ft.! F 1 E L. P. IZIGN�" EUP WALL: bd a 4 "0.C. PA.WEL. 'EPEES A 1JP7 12"0,C, iw Fd2at.IT SIPE WALE,: Iod a 4," 0,c, PAIQEL E1'6E5 A-WV 12 "a, c. s1.1 FIE LP. eskGK SIPf WALL: Q d @ Co" 0, C. V6# 1,i E L E P6E5 A1-.117 12 "a,c.I>4: GIELP. UNIT "C.." UN -T uNt-r "pZ1 :E T.A1 C31.4. ?l A. : NOTES: 1.) DESIGN LOAD CRITERIA: 40 lbs. P.S.F. LIVE FLOOR LOAD 25 lbs. P.S.F. LIVE ROOF L011D 21 LBS. P.S.F. WIND LOAD (9G M.P.H.) KEY PLAN 2.) TIMBERLAND HOMES CERTIFIES TO BUILD TO THE DEPARTMENT OF LABOR AND INDUSTRIES GOLD SEAL STANDARDS. MY OF TUKW1LA APPROVED APR ' 8 Yg02 •IS DINU L V SiON 3.) DBL. 2x10 H.F. #2 FLOOR JOISTS TO BE INSTALLED BELOW ALL WALLS 8'-0" AND LONGER, PERPENDICULAR TO RIDGE, ON ALL 14' WIDE MODULES ONLY. 4.) INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL BE PROVIDED PER 1991 VAC. SEC. 302.6.2 RECEIVE, CITY OF TUKWiLA IAA; 2 `f.k.) ii PERMIT CENTER Iar IIIIIIIiI IIiIII1111 '1'1'1'J'I111 1111111I I III ! I1 1(irr1 j! I111'I'111 1t ! 1 11j1J1t11111 111111 t'i'1II}+ ttilpi 0 8H$ 1C 2 3 4 5 6 7 8 NOTE: If the microfilmed document is Tess clear than this notice, it is due to the quality of the original document. 1' Il, I'I'I'1'I'I'I'I'III'II 9 it 10 11 nanEINGERM4HT 12 Si .. 1111111111111,106 IiuIuluui..l.h•■�. 2x2 S43 WINDOW TRIM 1201 • 37th M.W. AUBURN, WA 98001 PH: 1.800.8284803 FLOOR LINE APPROX. GRADE LINE CONC. STEPS BY OWNER FRONT ELEVATION 12" x 18" LOUVERED GABLE VENTS L.P. W /GROOVES 0 4" O.C. wiNDO V I NYL/WH 1 TE NOTES: TIMBERLAND HOMES CERTIFIES TO BUILD TO THE DEPARTMENT OF LABOR AND INDUSTRIES GOLD SEAL STANDARDS. COMPOSITION ROOFING 2x6 TK CEDAR SIS2E BARGE BOARD W/ 1x2 TRIM REVISION 11 -19-91 2x6 TK CEDAR SIS2E FASCIA 2x3 x 2x4 S4S CORNER BOARDS L.P. SIDING W /GROOVES 0 4" O.C. SKIRT BOARD ■a. au ■■ ■I■ 2 x 8 On_ R I M ! -1EiA LP V1 PERMIT REVIEW BLDG. PERMIT Style G x (, I!EM LPal No. Bdrm. Drawn By DESIGN NO. JOB NO. SHEET NO. PERMIT CENT ER IIIIIIIIIIIIIIIIIIIIIIIII 0 to THS INCH 1 11111111111111111111111.11141H1111111111 , f j'1 2 3 11 4 NOTE: If the notice, it is (Ii`II1Il tt,I1IIul�tI t 111[11111111 ii it'I1!igilil i+ iiqu 5 6 7 8 microfilmed document is less clear than this due to the quality of the original document. t+_Iq_Irl11111 1111II111I1II'I 11111'1IiI11111111111 11 "BE WI°ERMANY 1 9 L 10 1 /, /1 G 7 A l 17 n. 2X7. 6 "oc_ ■• IN.111•11111111111•1111111111111111111 '111f1 411 iii�i�.w�.��Y■ 1201 - 37th N.W. AUBURN, WA 98001 PH: 1.804828.3803 REAR ELEVATION 1DNG D' is ON No. Bdrm. Drawn By Scala I/4111—c; DESIGN NO. J08 NO. RECEIVED CITY OF TUJKWILA utc 2 isSi PERMIT CENTER SHEET NO. + ?mot: t. 1 II1II IIIIIIIIIIIIIjIII1II► jIIIIIII1IIIj1IIjII1111 .111IIiIIj' I. j1' f ,IIIIIIII11111111111111111111' IIIII`1111.III,f1 1111!11,11 11111fftWI-1 0 16 -mmS, CH 1 2 3 4 5 .,.._c 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 'J11111111111;1,1111 111111111111111111111111 10 11 MDftHGR 12 • 1201 - 37th N.W. AUBURN, WA 98001 PH: 1.800.828-3803 CITY OF TUKWILA APPROVED atakiaMMIAIMEMEEitaStaffi= I1' t111-1.11- - . . . . 11111i1,1111111111111111 1111111111111111111111111111 0 19 THS INCH 1 2 r 3. 4 t 6 9 i 10 11 EN GEnum 12 1 . NOTE: If the microfilmed documant is less clear than this . nntirm, 4 t 4e2 Asset tes tham nitialitcr of them eivrioinni AnrItmeant • TEMPORARY r. )L 4RRY ROCK CaJt/STRQX.TIoN ENTRANCE /, 98°,32'3 0" _W sou -T-14 137 TN s1: I . )( )rkIVEwAY TFMFoRARY FILTER FABRIC .� S( - E DETAIL. THi$ Sit?; / 0.\ - -0 070 l'AiCs°6- N'E'CK fiPEI) LOW wx: E Y. (HEIGHT .C'r egIpv AbS SEE DRIVEW PROFILE D ETi1/LS DRI vt WAY PAVED 34! U Dow.A1 1- JT 12' GAS SERVICE K. \Gi,RAGE Ft_ R, EL. 151.3 WATER, METER T„ SE ;TALLEJ BY WATER T� I GT # MAIN f Lk. EL. 163.5 FI.R, EL•• ISl,5 i I e MVP es •• .stem GDR 1 PE WATER SERV M q" Ss pERF, AD E). FOVTIN(s DRAW (TYP) !-OT LINE A DJ',isTI'4E %.y T EX. GAn.AGE. 2'G MIN, 1_ It 124 -- ---stem • y f f p EOF MFAIT 148 2301 171 r ,.. 1111111111111111111 0 16 THS INCH 1 SCALE • LEGAL DESCRIPTION L075 1 42 , BLOCk 3 , R I vUR7 W IMCA DA ROM) TRAf.TS SE '/4 SECTION 15-23-4 SURVEYED BY: S! I ROET,ER SURVEYING F.O. Box 813 SE/ 4uR r LJA '8062... BENCHMA tK SS 11rfN 4 10,31 , KIM EL. 14‘,0 , IE 134,0 LOCATED OA/ SotaTti ;37TH 57; (ALLE V AVE,) EROSION CONTROL PLAN A. Nor . temporary control of sediment transport during construction, the following should be installed prior to earthwork and should he maintained for the duration: A filter fabric silt fence at the locations shown alone the north, east a'ad south property lines. Fabric material should be Mirafi 100 or equivalent. . 2. A filter fabric inlet protection on the catch basin near the north property line. Fabric material should be Mirafi 100 or equivalent. 3. A quarry rock construction entrance as shown. Material should be 4" quarry rock. Entrance dimensions should be 12 ft. wide by 20 ft. long minimum. B. For permanent erosion and sedimentation control, after construction, all loose soil should be recompacted and all bare spots should be revegetated1 ! . r �, ' : ,.. ter "; ' y f: _ - :1111'1.1 '1' 1111 I1 11 .11111.1�1.1l!111111Ii.11h11.11 111111It 9 , 10 11 MADE"ERtMHY 12 1�111�111j1111111�111 +111I111�!11,�111�11J�1r1r, �111I111'�11`1! r `111111f1'fii1 I11�11i�rjl�lll( trill I IfiTlil'I 0e 6Z ee L,z 9Z az *1Z Ili N1, 11111111111IIIIIIiI !!!!I1111111111!li!II!11IIIIJI 11111111111 3 4 5 6 'i 0 NOTE: If t>1.e microfilmed document is .less clear than this notice, it is due to the quality of the original document. 1 tz 0Z St e!. ht 9t St pit CI Zt IL 01, s v 4 11111.0 1ti�l!!!!1! 1111 !,Ililill�ll!I�IL!!I!I!I�!!uh iiJ.li(1!)itll(!I!11!!I�I! 1111 {Illi.i111111IuuIl!111111!I11ni jit i1J1!! I! II !1!III�III!1!!lilllllliill�Jll oa s <, c z t WW0 I!IIIIIIII!!I11111!I! 1111111 !ll!II�I!III!IIII!IIIIIIIIII ►III 5. 137 tk / mai ESQ P Ed 147 - -- -,- ----.' -K-0714,9, k— ;• �y4 z2$ • DRIVEWAY X- SECTION , LOOXIN6 NORTH . • • . • t•tx":11RAILle-pc.F2, /1s1"►fA14 6" atfiSkif.to -: ' 28' DRIVEAA/AY PRpFILE. xis APPROVED PER PUBLIC WORKS �_:TTFP- si11-rr.-1 o� �--- 16 -- -°-�-� flL a .'ED r;ITY C;F 7f `KVVft.:v JAN 3I ISy -2, F'Lfiwil f C :E' i FAY CisTI N:', ` airtE S 7 / 9 ' ..N,.,7 MN 241992 SITE PLAN MIKE AND HELEN GRIFFIN 13 702 44TH AVE, SOUTH TUKWILA, WA PC NO. 91-488 ALTINAY AND ASSOCIATES I % conso tiag Erigin4w4 5241 6. Gifshava > , c , Etiit''�1 • • 'n A