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HomeMy WebLinkAboutPermit D2000-222 - THE JUNCTION - LOT 10 (NEVER ISSUED)D2000 -222 THE JUNCTION 5595 SO. 150TH ST. CANCELLED PERMIT NEVER ISSUED * II Ilil'Iiii IIIIflllllllltll1111 Side Elevation Rear Elevation illlilli M. Bath .0 Q Open To Below atile Deck 50' - 0' Kitchen Nook Foyer Porch I understand that the Plan Check Orovals are oSal e aR of plans srr of auit,orizesthesvio violation of any does con eajop o r ordinance. Receipt of a dopted code roved plans acknowledge ractor's copy of app V. �y�( /q __. °'.• s - iii M•R` P1 PI G O[ r O TUKWILA E! ':w DIV�SiON RECEIVED CITY OF TUKWILA" JUL - 6 2006 - PERMIT CENTER SHEET• CONNOR KAMER AMMO w°"" Master Bed. I 16'8'7.12'1r Bed. #3 i 12'4'x10'0' Garage SQUARE PORTAGE' IS MEASURED TO 114E OUTSIDE PACE OF WALLS. STAIRS ARE TO SPACES A CsARAGES . ARE PLOT MCLf.DEP N CALCULATIONS. DRAWING INDEX AL CODE NOTES A21 FOUNDATION / LOWER SQUARE FOOTAGE LOWER FLOOR 630 SF FLOOR PLAN MAIN FLOOR 986 SF A2.2 .MAIN FLOOR FRAMING UPPER FLOOR 854 SF PLAN BONUS ROOM. 245 SF A3. MAIN FLOOR PLAN SAL 2715 SF A4. UPPER FLOOR FRAMING DECK / PATIO 462 GARAGE sF . PPER LOOR PLAN •IG A IL 13 F e II Al E _fit BUILDING SECTIONS DL STANDARD. DETAILS D2. STANDARD DETAILS S1. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE li A gel! s �r ; Yi 1 r ' ft qq ¢ ¢' S 4 M)NI "4111i t') t : 4 s. = , T is • E4 a 1F _ $ g$ ge 1.4 eird . 1[4:AN 11 ill 11 lit I/ '4i11 1 fillip, !III 14I 1 1;11 11 grd' 41 41 it I I: ! a (ilil & �a lit 4 F511 j a g ' 4 H l. g j1 IL i i i � if, jq ! i j ij v 1 j 1 b a ii 1hh1 1 a i 11 1111 ; !eii: ; i QIi 1 44 6 i � � � 5 c <� F� ^rrr 4 tiglij¢t lit II! t ;r a 1111 iLLUU 1€ _ I I 6ijj'1111111 1 ; R 1 s x$11,1 6 tr._ ii P a Ip r Y N nog to 114034 44 !toi Q Qe a a El'''. lilt' 11 111° ilit!ti I I I Ni !IL i!llltii9141 U ri' 1f 1 I 11 ipti # :1 1 1 6 1 1 1 I a a . Al ' SHEET 0 11 Jos NO g97 WC Kapp ler Architects P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425),641-5320 * Fax (425) 641 -5318 ' STAND ARD CODE NOTES Date By Description 507 GI: ; STEALC I A f1F "` �' STA € i f v0S3ir+b 3 THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING. TYPE V NONRATED'CONSTRUC 1991 UD = Ell THIS DRAWING a © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT li A gel! s �r ; Yi 1 r ' ft qq ¢ ¢' S 4 M)NI "4111i t') t : 4 s. = , T is • E4 a 1F _ $ g$ ge 1.4 eird . 1[4:AN 11 ill 11 lit I/ '4i11 1 fillip, !III 14I 1 1;11 11 grd' 41 41 it I I: ! a (ilil & �a lit 4 F511 j a g ' 4 H l. g j1 IL i i i � if, jq ! i j ij v 1 j 1 b a ii 1hh1 1 a i 11 1111 ; !eii: ; i QIi 1 44 6 i � � � 5 c <� F� ^rrr 4 tiglij¢t lit II! t ;r a 1111 iLLUU 1€ _ I I 6ijj'1111111 1 ; R 1 s x$11,1 6 tr._ ii P a Ip r Y N nog to 114034 44 !toi Q Qe a a El'''. lilt' 11 111° ilit!ti I I I Ni !IL i!llltii9141 U ri' 1f 1 I 11 ipti # :1 1 1 6 1 1 1 I a a . �•�• I A2.1 2 _ I - :. JOB NO.:. 990=5 r -- -- - rr - - - � Ues«ptmn 074 REGISTERED tutu YAP OF �t Ask "° n5 59 PERiIi %s7 a d pt.AN # 2715 11-11S , DRAWING IS' ©COPYWGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCFRIECT r 1 = NO 1 11*-3 3'-9 V2' .. 3' -3' „ 5'-4 V4' y *-10 3 3/4' E i t r D' -912' 2' -II1lr 3'-0' L ' NM 17P. 4 PEGS II' -6 I/2 . gij r — Oki 1 ,I —r+ F 14/ la iii 33 (FP -24) 6_11 1. o _ POAC £W.AGCa. Crawl Space ) F P -9 1 r ,8 1... 1 AI 1- a I I 1] __!_ lim mom 1 � I MI __ 111:7" , i - -J m �, D' -2 V2 '1 L 4 i2• 3' -3' 5' -6' I (FP-2411 tl' -612' 3 -1 12' I I i I v in k l v_ MI _ II I 2 ' I a I i II I {" �1 L L I I I 61 I —1 ® 1 A A2.1 - :. JOB NO.:. 990=5 r j �/.�//1� Kappler Architects, ■ .S. 13400 Northup Way, Suite 33 Bellevue, Washingl:on 98005 _ (425) 641 -5320 Fax (425) 641 -531 V N CONCEPTS i i '� i Date By Ues«ptmn 074 REGISTERED tutu YAP OF �t Ask "° n5 59 PERiIi %s7 ON pt.AN # 2715 11-11S , DRAWING IS' ©COPYWGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCFRIECT = NO M : \KAA \99\99052 \9905205'07 -22- 199916:44:22 Sheet: CK Workstation:. NathanS L_J 4' -91/4' / CND q D.3 iR -c m.P.. € €� r�� mA m� mt1 Zi.. " `� M > � HI gw m w Nx� A m A,;, t! p �j r � ° ri p� � ° � � F �' �6 � ` pw -.gyD11. �� 1 1 2 ' w $�$l r y N A :AD �t� NP g• �� ? y w ;0 w v - A� � 14. �� 6 D '' A pp 2 t0 I 7a 3' -II' 3 I/2' 31' -0' 33' -0' 94'-0' 33'-0' g i b °� - 1 .a . p t m o D D� a 6 g k, 000 13' -0 1R' I I d` r — I o I g • PPP A ig ;A tak I Hi! ;R g A BUtLDNin DIV15 PROVED JOB Nta S9052.05 Kappler Architects P.S Bellevue, Washington 980053 (425) 641 5320 F ax (425) 641 -5318 * `' TRY ON CONCEPTS i R ,i':O i� CONCEP i !✓ '. Date By Desorption ,�� Foram REGISTERED Wi ` NCHIITET ® F .B s - --"J 1« ' PLAN # 2715 f, . , F ARCHITECT IS THE EXCLUSIVE THIS DRAWING IS Q COPYRIGHTED AND VE P O THE ® M: \KAA \99 \99052 \9905205 07 -22 1999 16 :45:36 Sheet Mf Workstation: NathanS ro ,1 ;$ $ i it 11 1 t p- 1 1 11 n m h ;tits:il O i < , < e tpl , mi xY 2 EI m t,1 a �gw �� 9 g g l i � p # 4t 1 q,2 m F it A A Ali t3~ b g . D r E �n ! ~ it R R h 4 yp ; 3 . 3 2 € N g^ E F. r M 9 ci W 0 T -I0 V4• 6' -3 3/4' 6' -0 3/4' 1/2' Stor CARPE 5 51.9 3 5 &Lv5 GLAZING- CAL C_ - TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF - GLAZING 2715 SF 468.04 SF 17.2 8F. IS C ALCILATED USING THE REQUIREM2a5 SET FORTH N4 THE W4SWINGT1014 STATE ENERGY CODE - REFER TO ADDITIONAL PCO.1 ENT'ATIc 1 TO SUPPORT METHODOL.OGT CF PERFORMANCE - : COMPLIANCE SYIS AND LEGEND rrig 0 FAN- DUCT VENT TO OUTSIDE -B THROOMEKALI DRT 50 CR1 MIN. - - -WORN NW CR1 MN. - (WHOLE NOISE FAN 100 C'Hl1 MNt VTOS WHOLE NOUSE ENNALI8T - FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MK, VT() THERMOSTAT a NV AI50VE FLOOR 110v SMOKEDETECTOR - PER UDC W14 BATTERY BAQdJP NTEROCNAECTED 24 HOUR TIER TO WHOLE HOUSE FAN u MECUANWCAL, PLUMBN G, AND ELECTRICAL $YSTEM FOR t44RS:.PER DM. 15,16 SEE SHEET Al . A: PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO REfRd4 AIR PLENUM AT FURNACE WITHMOTORZED -FLOW DAMIPER.S. B. PROVIDE - THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMES TOP AND BOTTOM D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -2 f ( P -3 ( P -4 ( P -5 ( -6 l P -1 ( P -8 P -9 ( P -10 P -II ( P,12 P -13 � P -14 ) P -15 f ( ( P -11 ) ( P -19 ) f P -20 ) (P -22) ( P423 f L SEE COVER SLEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. R1 SHEET A -I 3. SEE WILDING ELEVATION FOR WINDOW OPERATION SEE DIY 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST CN SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' GWB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SWEAR-MY,. WRAP POST AND EEAMS.:APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV 000x3 A -1 13/8' MIN.. SOLID. CORE DOOR 1111TH SELF CLOSER TO BE TIGHT FITTING SEE DI, 010025 SWEET A -I STAIR ASSETI6LY NOTES, -PER UBC.SECTICN 1003 A HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS I0' MIN. DEPTH, RISERS 8' MAX HT. C. HANDRAIL MN. 34' TO MAX 38' ABOVE /READ NOSING. HANDRAIL 1 112 MNt TO 2' MAX CROSS - SECTION DIMENSION AND I V2' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTAU.FIRE SLOCKRG AT- BTRINGERB TOP AND BOTTOM AND ADJACENT WALL(6). E COVER USABLE SPACE UDDER STAIR All 5/8' TYPE NTER'EDIATE 514ALL BE SPACED W/ LESS THAN 4', BETWEEN BALUSTERS. SEE DIV. 010026 SHEET A -L aAMTT GLAZING FER -UBC, SECTION 2406 A WNDOIUS WITHIN 18' OF FLOOR B. WINDOWS WITHN A 24' ARC CF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING N DOORS E WITHIN STAIRWELLS F. WTHIN 5' OF OI2 BOTTOM OF STAIRS SEE DIV 08800 SHEET A -1 EGRESS_Up5OOW PER UBC, SECTION 310.4 SEE DIV. 00600 SHEET A -) IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE - 18' MN, ABOVE - TOP CF SLAB SEE DIV. A SLEET A -I - COVER WALLS ADJACENT TO TUBS AND SHOU.ERS WITH NON-ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. - SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING EATG OVER FRAMING. - 8 MAX RISER WITH I0' MIN RUN- IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND LLEATHER STRIP. SEE DIV. 010022 SHEET A -I 22 x30 AT710 SPACE ACCESS U 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET - A -I FLOOR MATERIAL BREAK LME WALL LEE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM - UBC REQUIREMENTS. SEE DIV. 01002.8 514EET A -I 13. CLEARANCE FIREPLACES SHALL CO'FOR't TO UBC REQUIREMENTS. SEE Div 010028 SHEET A -I - G IEAARTH SI/ALL GQ!FORI TO USG REQUIREMENT. - SEIE- DIV; 0L0028 AND 9 SWEET A -I D. 5/5' TYPE 'X'. GSA ON 'HOUSE SIDE CC CHASE CLOSURE TO ROOF SHEATHING, SEE SITE FLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER U SC 5052 A. AT STAIRS SLOPES AT 35' ABOVE STAIR NOBINGS. B VENT FOR MECHANICAL I' CLEARANCE ALL AIDES - - " FER UBC PLANT SHELF UPPER AND LOWER LINEN CARNETS SOFFIT AREA INTEGRATED MARE UP AIR 51105 WYy2 3 INSULATION MIN: e SQUARE FOOTAGE LOWER FLOOR 630 SF MAIN FLOOR - 986 SF UPPER FWOR 854 SF BONUS ROOM 245 SF TOTAL 2715 sr GARAGE 462 SF DECK / PATIO 325 SF S SQUA E FACE CC WALLS. H W A LLS STAIRS RE T H COUNTED 0/pN/M N CALCULATIONS. OPEN TO B£LOJ SPACES AND GARAGES ARE NOT:INIGLUDED IN CALCULATIONS. ICNN, DOR•ER ENDER WALL ABOVE 0 PROVLEDFL.ST • i 2x4 TENS. •24' ONT LEADS 6 PLC£x 11.111940 MI MINI ' ��1� h == ./ Mai - „ I I DASHED LJHES tDICATE FLOOR FRYI G SEER ROOF CO STRUCTION SS LEDGER NAILED AT EACH STUD FOR SEED NOCF F-8 ALL FLOOR JOIST ARE: 11-7/S TJI PRO 150'6 AT 1ST oc VERIFY W/ SHOP DUYss. SEE DIV. 06100 FRAMING HERE 2X4 RAFTERS • 24'x I GENERAL FRAMING NOTES .I FRAMING PLAN KEYNOTES 1 F -I ( F -2 ( ( F -3 ( F t F -g F -6 ) ( F -1 ( F - ( F -9 1 ( F - II ( F -12 ( ( F - 13 rF -14 ,) F =g L SEE. COVER SHEET FOR ALL GENERAL NOTES AND, RECNIREMEHITS: - - 2. SEE TYPICAL. MATERIALS LIST ON SECTION SHEET 3. SEE COvEtFSNEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBNG, AND ELECTRICAL. 4. TRUSS DESIGN BY MARE. TRUSS PLAN SHOIIN IS FOR GENERAL LAYOUT ONLY SEE DIN. 6(00 SHEET - A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRJ85 TYPE PER ROOF FRAMING PLAN N. ROOF FRAMING SPACING, 24' oc. UNA- 6,ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 7. RAFTER TAIL 2x4. VERIFY - a ROOF TAIL AND RAKE OVERHANG PER ROO. • PLAN. 9, ALL HEADERS ARE 4•10 DF °L LINO PROVIDE (I) TRR9MER STUD UP TO 4-0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' U.N.O. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVJS SHEET A -I RASED PONY WALL ON TOP OF LATER ROOF FRAMING MEMBEeB SUPPORTING UPPER ROOF FRAMING MEMMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OS SEAM IS FLUSH WON BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 514EET A -I FLOOR JOIST - SET; SCHEDULE DWG. SEE DIV. 476100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRE SSURE BLOGKIHG F "� j SEE DIV. 06100 SHIEST A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH WI TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO • ALLOW FOR WAD OVER BE411 AND BEAM BUMPS COIN BELOW JOISTS 2X6 OVERFRAMING • 24' OC 2X6 CEILING JOISTS • 24' 00 SYMBOLS & LEGEND POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERS-IS D011N POINT LOAD TRANSFERMG DOAN WI LOADIN HANGER POINT LOAD TRANSFERED ST KICKER f HOLD DOWN WITH SIZE DESIGNATIa.1 Pr VERTICAL STRAP WIN SIZE DESIGNATION TO SE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH NDE>ED NUMBER " EXTENT OF SHEAR WALL TYPE CF SHEAR WALL T WALL ABOVE VESERFEZ WALL BELOW - INl UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT NGS. CE .REIVED CITY JUL ° 6 2000 PERMIT CENTER L 2-� 10 1/2 15•3 112• ' I I/' ' 4 i • rd I 6 1/2' 6 1/2' , Architects , Kapple r , P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 - - (425)' 641-5320 * Fax (425) 641-5318 • TRYON C , C EPTS CONCEPTS Date By En ream SET De6C4311°n RtGISTER1.0 . v, 1. WIC11 I 1 1 CI . lk! --- , 50 9 • ' i ,t 1(Ani.ER A C F WkSit,t.1,4 ---- 1 ? i ---' I 1 I 111 I I 1 l 1 1 1 I L.- . PLAN it '2715 . • - . . • . i ' • ' - . f , ____'-,_- . THIS DRAWING IS © COPYWHTED AND IS-THE ,EXCLUSIVE.ITer'ERTY OF TOE gpfECT 11111 NM NM ---. '6 .... ......' , IF ...._ Ow a0 ::''''; IIIID: i l • ail ' i p - 1 .-''_ kill . 0 ' Le El . 0 ' R$ I 4 1 ...5. v. . so .e , 3 -. ' 44j . • .. gV , ii El . g... J ON.4.1010... L • _ioprio, u.,NIX 61.17C324C CR2i5 5 1 13 V2 . ._,,,..E CrtICNAL WINPal1 . V• g$ . Rei ,.., . 0 / 2-� 5 I/2' __,_ 4-111/2 ,,, p 1/2 3I i ELV A 1 i • rd I CtTn 11J6;W A 1 , Architects , Kapple r , P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 - - (425)' 641-5320 * Fax (425) 641-5318 • TRYON C , C EPTS CONCEPTS Date By En ream SET De6C4311°n RtGISTER1.0 . v, 1. WIC11 I 1 1 CI . lk! --- , 50 9 • ' i ,t 1(Ani.ER A C F WkSit,t.1,4 ---- . PLAN it '2715 . • - . . • . i ' • ' - . f , ____'-,_- . THIS DRAWING IS © COPYWHTED AND IS-THE ,EXCLUSIVE.ITer'ERTY OF TOE gpfECT 11111 NM NM :Ivt*Ak\99 \99052\9905205 07-22-1999 1646:43 Sheet: UP Vci iqathanS ffi ' 6 •■■■■■ 1 \ \ \ \ cTi 4 t 2 hilig 1) 1. A A pi .g 1 F. 1 1 - glP Otg ; 1 g im t 11 - '7N) rA - r r 61" 181 n; " :IA MA gi 4F11::itio , 61y,a, • sg 2 g ig E ;:§1, bil'g P6 4V't V g ira. leA:41do tgl - § 111 ,• F " 1 P111 21g 0 2 9, g gg ce 5 ;2 .1_4 9 2,11 - 44x rl! a prt 1 0 '1. :1 gxr gt r ; g gt to, -T 8 sa4Ami An' xv-la Noma 1 11 P 111 . A6 ' N c 8 D r f D w .\ . . re NO.: I Lail Ur 11 g 81 Date o_ Desuptbn t rill ` �tF6ls, 50{ " , - .r Ni 19 } !� � 1 rAirl,ra e 1 r wese�la rou l 1 , ,19 u A6 ' re NO.: I Lail Ur 11 Kappler Architects, P.S. 13400 Noethup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 -. T RYON CONCEPT — Date By Desuptbn ` �tF6ls, 50{ " , - .r Ni 19 } !� � 1 rAirl,ra e 1 r wese�la rou l 1 , ,19 PE011i _ PLAN # 2715 ` THIR ARAWNG' IS © COPYRIGHTED AND IS THE EXCLUSNE PROP OF THE ARCHITECT ® ■r IMO M : \KAA\99 \99052 \9905205 07 -22 -1999 16:47:05 She'es UR Workstation: NathanS ED 6D F U p I I J 0 0 P A I g R . I E ®P,_ i t m cla la; ` Fg Ni Fr g P.. 7)8 V D 71f D D_ ° .. - E I 4 '11 R R 1$$ m 1 S $ A g i g i ip 4 it li 4 R is A w m . Will I I <.."'. C7 D .. y 1 O <ro�i 6 Is 3 . � yll � i pp AF �� m � � -4 P ; -8g g R a q ih P 8 UCAA\99\69052 \ 07 - 22 - 199916:47 :26 Sheet.. Wotkstatidn,. NattanS sHth I 3JLD"1G G 0 d V1 PA APO La JOB NO. : 9906205 ... I lappler Architects P.S. 13400 Northu p Way, Suite 33 Bellevue, Washington' 98005 (425) 641-5320 Fax (425) 641- 5318.., - TRYON CONCEPT Date By Description u A4f ; s, a ___ FWASNIN6iK v 0N , _ - .55 CI ME " PLAN # 2715 T¢OS DRAWING B COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ® UCAA\99\69052 \ 07 - 22 - 199916:47 :26 Sheet.. Wotkstatidn,. NattanS N 0 TOP OF APA LATERAL.: 'RESTRA.INT PANEL FOU DATIO 3/4'aRO' M P 4T NAS MIST OE N MACE PRIOR TO %OWLNCa MO NE&_4TICN 8!7619) BASEhENT SLAB NO STEM OLALL D AI IR CLEAR I V2' CLEAR 2 . -. FOU DATIO D AIL 3/446.O' 2x H 2X4 TOP PLATE - GARAGE DOOR WR IEEE EWE FOR W2E 1L11 EFE4TIF!sTOi RW HAW • E' GC • SHtiINJ. LOC.' UN.. MR WALL SOW. 2 .4 511D8 4144. SWATTING VI 8d NALB .' TOEAW811D UND. GN STROLL SPED.. • NAL Sd NAILS • 3' 0.•ALL p,8, AGO, 4 871•611110. ON SW 111414. SEED. 2 2x4 AT ANY SWEATT, .s JOINT 1116' OEM SHEATNNG (MN ) 61/434 61R.P TIE MOTOR (NAIL TO BOARD FORM, BEND tP AFTER - ORES, USE 3846da 40 V w 6 NAILS EA. 2 -2X4 PLATES, NAL SNEG. TO EA HATE Q)86' ♦ABATI ERT DEMME UNO. CN SR GALL 6C6ED. CONTSLIOUB FOOTING Vl'•di AB. AV 2505046' 80. STEEL PLATE U 4 4ER3 • 4'-0' OG (DIY. 3 SWEET A-I) EXCEPT AS NOTED CN SEAWALL SOEDULE T PK EMBED. (2)4 BAR •TOP 4 VERT. BAR • 12' cc (DN.9 4W l O VERT. JEAR •6'oC (I N. 3 SHEET . NOZZ BAR• T-6. OVERLAP RED (DIV.3 NWT A-U Y BAR •0' (DIV. 3 S A'U TIGHTLIE 17000.ae10o -12 4• FOE FTC. DRAIN MBFILTER N 24' GRAVE. BED. (DN. SWEET MIT l4) 4 BAR COW. (DIV. 3 SHEET A -T) SOLD SUBSTRATE 4' CCNG SAS OVER 4' ROOK OVER VAPOR 84RRI04R Z -BARS • 24' x 3 BED art MO - SLAB 4 WTI BAR • 10 (DN.3 6EET A -U 4 ND12L BAR 1 IB' -ae. - (DN3&EETMU .S VERT. 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SEE FOIDATICN °ET45AS) oasocam000-sas � RIPPLE WALL o FOUNDATION Immo' AB.SV 252'X3(6' SOL - STEEL PLATEN LSWERS . 4'47 Oa (DIV3O4EETA- I)EXIT - AS NOTED ON SEAWALL . TYP. EXTERIOR TULL c261RJGTKN PER PLAN (DM 6 BEET MU TIP. FLOOR RiA 116 PER PLAN (DN - 6 MEET MV 60.0 OVER 9FPORTB .RMISONRD - 53 F CONT. SOFFIT VENT N' FESAUN PLI119C0 SOFFIT TREATED MD )LL SEE FOIIDATION DETAILS CANTILEVER FRMI) 'AT FOUNDATION _ - L iiiiifi ®'i SCAB TOGETHER IW NAILER EA BDE AT BEAM SPLICES USE 2x• SCAB EACO DE Il POET PERPLMN OVER 11111111111111111 It NERMEDTRA. COlf. F00.0 PER PLAN MAT FOOTNG:IVA PLAN ASS RMIPET TO FOOTI P061TTVE CONEOTION PER JUNEDIOTION4L . 9 POST/FFOOTINCG CONNECTION . 0830.03300 •10_1"11 FOUNDATION DETAIL 3 l0' FOUNDATION. DETAIL 3/4*.k r &VW n I lml _ 1tf E ®o erg OM NM - FURRING DETAIL 3i4'a(r-0' a : O SLAB - o STEM . 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BED (DIY. 4 SLEET A-0 2...E TREATED .r RMv"..J' :few, RMJOIST TREATED MID SLL (D!) 6 NEST A -I/ 4 vETET. REWAR FRO1 STEM WALL STUBBED NTO. 413 TYP. FLOOR FRAMS4 PER PLAFL (DIY. 6 SHEET MV ELL WIDTH TREATED MD SILL T['P. FLOOR FRAME PEE PLAN -(DIY G SHEET MV EXT. DOOR APL FRAME (DIY. a 5FEET A -U DOCR TIIESHOLD RANTING AS Wit (DIV.1)FE'ET A -U !>RV£BTRAL RABNW .4' O.C. SLAB OVER 4' GRAVEL BED (DN. 4 B1- T -U TREATM:1 MA,. Sal (DIV. b 6WEET MU I ANBPACETTP. 4 VEIL WEAR FROM SW SELL MT)[)HED INTO SLAB POST AND 8E41 -PER PLAN TIP. FLOOR FRAVYa PER PLAN MTV.6 SHE'EF A-)) TYP. EXTERIOR WALL CON4TTECTIOI PER RAN (DN. b NEET A -U TREATED M0 BILL CF PER FLAN FR4MING PERPENPICULAR TO STEM WALL M MHO' A . RV 2X09(5/16' S4. STEEL PLATE S S1E9® 44 '4 . OL. (B11L3 BFEET MI) E CEPT AB NOTED ON SHEARIALL SCIFDt6E 1•211 Ei'PJ:D 4 BAR w O4 r - GORIER • VIERS- AP (DIV. 3 ENEET MU '41VERT. EAR SAFE AS STUE STEEL SPACING. (DIV 3 BIEET MV TI6MLIE DAFPFTdOOFNG (DIV.1 SWEET MU • SW STEEL FRO't FT'S • 6' OL. (DN. 3 SWEET A -U 4' FERF F! DRAM !)4 -LTE12 N 24' GRAVEL BEE? (DIV. 2 ))4W A -I/ SOLD MHBTRATE (2t 4 BAR COM. (DIV. 3 SWEPT A -V CCI.1'ION..NEVER RIM BOAR • TREATED FtD BOLL SEE FCIfAATION DETAIL()) 12 440 At UV 29053)6• SA. STEEL PLATE IU4SIER3 • 4'-0' Oa (DM 3 SHEET A- )EXCEPT A6 NOTED CN SEAMYYL SCHEME TMN EMBED. (2/4 BAR• TOP 4 VEIL BAR CM'. (DIV. 3 SHEET MU 4 )-ER1 .I-BAR • v... (DN. 3 SWEET A -U' HCRZ BAR • IN oc ovotap (MN, (ON.3 SHEET MU • BAR •0' (ON. 3 SW MU TIGNTLIE 4' FEW. FUG. DRAINW41LTEt N 24• t ff EEp. lDN. 2 SWEET MIl (4) 4 BAR'CO-4T. (DN. 3 )FEET 4 -11 SOW &1B&TRATE EXT. DOOR THRESHOLD DETAIL O CANTILEVERED RETAINING WALL 3/4%/-0' �_T.M . 3/4:?-O' 08800.0000042 v2Yd0' AB. all 29050/6' STEEL PLATE 1.11461ER8 • 4'456 - ( NOTED SWAINIALL 1100XLE 1' MR SEED. ZWAS•24' 3 BEND OTT NTO SLAB 4 VERT. BAR • b' c (Div. 3 SWEET A -t/ 4 HORL BAR • IN OG (Div. 3 SHEET A -V • S WRI. J-BAR • 8' oc (DOA 3. NNW A -V 4 NOR Z BAR • E' oc 1'-6' OVERLAP HINT (DN. 3 )MEET A -) 4 BAR • 0' (x: L•2' -6' (DIV.3 SEET A -V TIGIELPE )4).4 BAR COW. Mt, 3 4EET A -U SOLID &EBTRATE 4' PELF. FT'S. DRAIN ONLTER N 24' GRAVEL BED. - (Div. 2 SHEET A -I) EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 3/4W-Cr OE1O0 BOO �Ta 3/04-0' 08300•00000.2e FRAMING PARALLEL TO STEM WALL TYP. EXTERIOR WALL CONSTRICTION. PER FLAN (DIV 6 SHEET A -I) LOCATE SWATTING JOINT • TYP. FLOOR FRAMING PER PLAN (DM 6 SHEET A -U TYP. EXTERIOR W4LL coNBTRuau.T1 PM PLAN VW. 6 84-ET A -U LOCATE 8WEAINNY• JOINT • COMM MEMBER SOLD M9 LOO)) • R -1 JOIST • DOT. NALL PONT LOAD BEARING PER FLAN TI0A1ED MD 8LL SEE ►04ND1310N DEAU1S) TTP. FLOOR FRAME PER PLAN (DIV. '6 MEET A ) FRAMING/FOUNDATION CONNECTION A FRAMING/FOUNDATION 'DETAIL TJI 4 3/4W-0' °"°°433°°1I1Y OFTUKWILA JUL - 6 2000 PERMITCEtBPER 'Mt CN SOLID SUSSTRATE SEL.C11 GRADE NOE DELETE RAIL USIEN FINISFEED DECK ELEYATICN IS NV CR LEOS - ABOVE FINISHED GRADE 2x2 • 5 In OC (cLfe DIST. BUN NOT TO MOVED SOLID BLOOM. aveR SUPPORTS 5/4 x 4 11( CDR DCKG ATTACH LEDGER U1/ 2 ROWS 0 I I 2 ISOLTS AT 16 oc •YP. FLOOR FRAMING PER PLAN Tx PCNY &TALL - ix SEAM (WE TO REDUCE WISER CP POSTS • 2 STORY CCNDITICN OR EVEN POSTS EXCEED 4' IN LENGTR SCAB 1.11/ 2)<4 EA SIDE er GREATER DEMI THAN JOISTS/ LANDOCAPE GRADE TOP OF PIER FLUSH WITI4 F51. 5.1±5 GRADE e4ELOW LANDecAl•ING) SECTION 0 BEAM 8/4•=1-1• 11 1 1 1 1 1 1 1 MR. - Ex/130 Fe mass ear. Ma_ az IT ASO. MOON NIL TrPICAL FOCF CONSIRCTICN r 0.R FOR VEMNG ZX MACKIE WIN (3./ 2 Ur • NIES INN ECFEEN ELEviTial E.:POSED 16 TA-1_ TYP_ GUTIER FASCIA PER ISP/ATICII CRP_ EGERICR CALL DENSTRICITCW RASE* 112./. 1 MEET AD DeL az &Melt Mee MIK FLOW (T/P1RXF CGOIRCTICN EITYP. DECK CROSS SECTION ®FRAME OVER WALL DETAIL 0' 002000617010_TJ 8/4=1 maw.. SVE refe run. FROVICE RAM. A1S FeCateceD ra. Go CUE TTP. , 7TAl • ROOF ARO mama !Epee. TM SKYLIGHT FLARE WELL DETAIL 3/4% 0610047300-15 GIlia • CEILING ROM FRAMER PER PLAN TYPICAL FLOOR CCNOTRICTIO1 tYk 1E5, IZ 11115-DE011E ..} 2X ELOCKM (3/ 2, 14 • 46• ac. AT . lT !! ,t, q°4k a*t EXPOSED WEYER TAIL TIP. GUTTER FASCIA FERELEvATICN 111, EKTERIOR WALL CONSTRICTION PER RAN TYPICAL ROLF CORSTRUCTIal TYPICAL RTXF CONISTFACIal TEM PER ELOYATION 15•FCE SOAR, PER ELEVATION 2X4 EACKERFOR HAIG! - NAIL NM er.r WEATHER W151 Tbd • O.C. MP. anyeeeERS • 4,2C. WITH 2X2 Boum FOR TRIM DTP. EGER3OR U1A1.1 caersectal TypicAL ROOF TRIM ELEVATICNS BARGE Trl. ElEvATal 2x4 &ACKER PORI:WASS - NAIL hal e4EATHP4 OATH 1.1 • 0.C. TIP 2T4 �T • 4• cc WITH 1 ELOCKSE, AT CEILNG LFIE 2x4 LeDoex • NT. cEiLta • •. EAVE DETAIL otticaorao•as EAVE DETAIL 3/4rPT- rill. III 031C3,173M-01 or , , ......, ......: ,_ .,..., , _.... i ...., ,........ ..: ..., ... ,,, ....., ii„..... aiii,_ EAVE DETAIL 3/4•4-0• (VP ROOF COSTITUCTIOU 2 Tt CL.R FOR VENTING Al • 4e GC. AT CURE* FACE a WALL INO 04 %IVA WALL 80ECULE 2.X ELOCKI. INN (3) r • 1-10LES WITH OMEN 06100 EXPOSED TRES TAIL li f (TM. GRIER, FAficiA PER ElEvATION crri wALL caeraicTiav WALL SIDE/ ISEY0/83 ,E431- JOT, BLOCK AS FEEDED dEE PLAN Fc. 3/4 P1710200 PEER .SEE TYP ROE 1 FIN DITENSIO0 I UV RARDeOAS0 IREOD WITH EASED NOSING 3 51 ! S11 UN' "'WM NAJL 4LL S1RIMER3111/ To WALL SUDS . !A• TT E cidge, IREOXED - MEE NOTNS t3ELOV 2x KICKER FRATE , • • . : 4 'OVER/4414 PERF.L.14 TYPICAL ROLF casTRUcria1 r KR/ MR FOR VENTRE I 4 I • 48 O. AT • OUTSIDE FACE Of WALL aT NEAR WALL SOTEDULE 2X BLOC-XT/ITN (3)2d : 4OLE6 KEN eGFEEN • 2203 BLOCKING TT ExpoSED RAM TAIL FASCIA PER ELEVATICN 111 EXTERIOR 11.011 ca1571.44110N , . 00100 333EIVED CITY OF TUKWILA JUL - A .2000 PERMITCEER VW- of '111114`11 APPROVED Jag SEP - 1 • ., r(U SHEET A TWAT.. A TA.1';1; TATATATAI IIi OaiII<IAi!I !!I41 8/44-0' W4 f-O SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL L 3 PERPENDICULAR TO FLOOR JOIST O ERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS -{- + PLAN SHEAR WALL 0 CRIPPLE WALL - INTERIOR 117 O.Om E-24 8/44 5'•t ilLY , SHEAR WALL PARALLEL TO FLOOR JOISTS NAIL RDOR SEABEE MI5 AREA LIN I0 deb'. oc EDGED 10 d•IC ea FELD BLOCK ALL EDGES SE Q' +beac. PLTVDOD TO BLOCKSE EOIT01 PLATENALSCs PER SNEA/NALL SCTEDILE PAWL EDGE t FED NAU PER EOEDULE TA CLOCK, ELL= ALL EDC # - PMe. EDW • FELD KRUG SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION NAL R.00R SW-AIRING n AREA WITH ID d• ire oc EDGES d• b'OC FELD BLOCK ALL EDGES BOROIT PLATE NALlG PER EIEARUALL SCHEME PATEL EDGE A FEED HALM PERDOEDILE ■ �1�1 1 10". I �j' 'ATATATAT IAA' ,16741 i TCP PER �SEAWALL EOiEDILE ATP. WALL CGRBTRCTILN ERTH BALL SEAMED PER R EQEDILE Pim EDGE 4FELD mama PER SOMME TA FLOM JOISTS PER PLAN TA BLOCKIG • ALL RAVEL 18 DOUELE STUDS AT ROLDOUN CONDITION SCPSON IICLDOIET PER FLAN AHD SWEAREALL.S--,EDELE ANCHOR 80LT PER SIEARWALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4=r� TAP. WALL CAERR CTICN uTn+ W ALL SWATNS*. ECIEDIaE - TTP. TJI FLOORCONSTRUOTKN BOTTCI1 PLATE.N4LN P EIF BVENiWLL EC EDLLE 10 d NAL • S ac. PLTTID. TO RE1 JOIST PA/EL EDGE 4 FELD HALING PER ELIEDLLE IO G NAIL • A' OC PLTAD. TO TJI BLOOKNG TOP PLATE WALING • ETENEISLL 9OEDULE TTP W4LL CONETRCTICN WTI( W ALL SIEATNIF PER EC T•li h — TYP. WALL CON97RICTION ERN . WALL SIEAT)EiIPE725CIEDULE , I TAP. TJI FLODRCCNBTI2CTION SIMPSON NOLDCUN STRAP PER PLAN AND SEAR DULL SCHEDULE SEE ARCN. DETAILS FOR POIJOIJATION: CCROIRCNIS 3/"1-0' SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION SHEAR WALL PARALLEL TO FLOOR JOISTS FOUNDATION-- - CANTILEVERED FLOOR JOIST 3/4"4 A®70- 96116.17 3 /44 71079-08306.08 SHEAR WALL o CRIPPLE WALL CRIPPLE SILL (DI5. b) SHEATHING PIER SCHEDULE — PAEL EDGE * FIELD NALRI PER SCIEDLLE ANCHOR BOLT PER SFEAREALL SCHEDULE 1211 BAR CCNT. (9(5, 3) J STRAP PEREW :ff DOTD21 KAM talla FERSEARIOALL TJI OLOCl/ SEAM FER MAN 4, HOLDOWN STRAP AT CRAWL L vonscemee HOLDOWN STRAP AT FLOORS 3/04-0' 16d•VOC. DRAG STRUT CONNECTION SEAMS. 418 NAL/. PER SEA/WALL SCIEVILE 2X6 MACKIE Roa sm.*. Ams. ma's PER PLAN AND SEARAIAL1 8CHECILE zr0000spaso O INTERIOR SHEARWALL TO ROOF COND. -riHOLDOWN STRAP e FLOORS mammas \ .113/4re- r TrP. WALL CONSERJCITON irw NALL SEAMING PER 804EXILE c DPLYWOOD ROOF CONDITION CELL (2) d d NAIL • 4. or. • EA. CUMIGGER d NAIL • 6' oc TO TCP PI.ATE3 BLOCKING 2X4 IT • 4 O. BATH JOW 1441.6ER • MEG TYPICAL ROOF CONSTRUCTION 17000 1 IWERIC1R ILSALL CONSTRUCTION WALL'SEA11414G rot SC•EDULE - L 3/44-0' EAR YVALL e GABLE END. SHEAR WALL o EAVE 4 r TTP EXTPRIore EL 11141 REARM PER SCHEDULE Trr, T.J1 RCOR CONSTRUCTION (2)E1LI,E, AT EAcit BORON KASE RAILiAR 8CIEDILE 8P1PEON MST STRAP PER PLAN 4 SEAR ILIALL eCIEIALE tow treato1p..6N3 Ls_ Reg wow PAM. EDGE FELD NAILNG PER SCIECtLE PLYWOOD ROOF CONDITION TYPICAL R2OF CCIETRICTICN TE • EA 16 1.530 • 45 8 d • 6 o.c. • BLOCKING MOCK.* PER ARCM. DEMIL$ A. 4P PER elEARLLIALL EGEDILE 17070-013170-20 17000-06100-04 • - 1 TTP. EXTERIOR WALL CCRSTRICTION E1114 IALL SMARM FER 8C1E RECE VED CITY OF TUKWILA JUL •- 6 2000 pERMIT CENTER 17000-08100-06 UPPER WALL , TO LOWER ROOF CONNECTION 1TRE CATY Of TU'IVIIi.A JOB NO ; Al'FttUvtl` SFP - SHEET. t < SHEARWALL SCHEDULE 014495 tIRI 9w11%41 013111' 1 g g door xt Ow low id dot 01 9N%,0'10 01.00010 TO TOP, PL NAILMG TJI J019T9 31,"1.1 W01100 '3M 110 401171103!! SQ' w 41x01 3T0rtv GHT C -4 62 -1 (Q -4 PI-AA PI -6 PI -4 Fq_3 U2' GOB ONE 6DE 5A3' axe OR ONE SIDE r Y.. r 0 .0 V Y m T .■ Y oN Y 10 FF OF FFT 8 -5/8• • 48' 5/8' 048' 5/8` • 48' 543• • 48' 543 .48• 5/8 • 48' 5, • • 32' 5A3 24' 5/A' • 24'. 1 543' • IA' S TUDS 5/8' • K' 548' • IF 5/8' • 43' $: $c 1 0 .1.1r 1641 • I®' ISA • 8' lido 6' 1641•3' I6d o 5' 16d • 4• Wad • 3' 16d o 23' (2) ROM f � 5' (2) FEW Gel • 4. (2) ROOK I6d • 3' 16d • g• 16.1 • IY 16d • 18' 16d • 6' 16d • 5' 16d o 5' 16d o 5' 164 54' Ed • 3' I6d • 5' (2) WE i • 4• Af DOL; RIM (2) R70 gsSL. AG 4 RN (2) 89118 Id • STAGGERED DOL. RN I6d • 5 a H I VY GU6 TWO SIDES OR 9B' 6UB 1W SIDES ,Ad COOLER FOR SA' if ' 03& ale GCE l P1-31O ME 3z STUDS PANES EDGE FI -2 P2-4 • P2 -3 USE 3x STUDS TAI OSE TWO SIDES MOANER SWAGING JONG WV MUDS • . PANEL EDGES lIETERANGER U.1344-4 � SONG 0, A k1N .V.' lit, LOWER SHEAR WALLS HANGER POINT LOAD TRNNNIERED Err KICKER j� 1lOLD DOLLN UNG4 -SIZE :DE8KA1ATl 1 . `�%T YERTIUIL maw WIN 812E DESICNATIGN a' TO 8E UBED ON FLOOR OELOW 815oc _ FGRIZOHTAL *TRAP UUTH' SRE DESIGNATION MIC.4•25 D+RAM cALCULATICH INN WE4EDNU•85ER —.. LEXfL34• OF SPEAR PALL TYPE CF SPEAR. WALL ' t WALL ABOVE UMW : WALL BELCD LL21'!c LaLiss6 Oniecee rico iv akaFr@R4• AJ SHEAR NOTES IgglaiaMola cce5RcA aossamma L ALL SEWYlLS ODIN Mlle nom rum m FOR luaus ON D1AT LEM-MR=1X OEM S44412ED2 2. A6C14OR4 E 1S FOR BREAR04LLS(PAME S7 ONLY, UA ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SI-EAR PANELS, NAILS MAY EE SPACED • LS' O:CDE) PER . - TABLE 23 -1-a - 3. (IM RE PORTIONS OF UW ! A A/6E2 pr DIESIGPIATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW U91w:- - - - - 4. FROYIDE TWO STID8 AT ALL MOLD DOWN LOCATIONS_ S. SEE MANFACnFE SEEEDEEMBES DETALSRIR EACH TYPE - OF ND DON4, STRAP, RV CQiECft+ eFORRoDFERliSTN.LATICN. 6- ALL Knipp" OR CsTP9Kaelraia "8MALL.OE APPLE!, *MODALLY OR46afCA ET ONBTiE18 E DGES SUM HE - - 8TA(Ca132ED AT CS112320F DUDS 4440 MODES 8LLE1JILE •L roves EDYE was NTOSNEame. & STARES OR saes ARE NOT AN ACCION-V E ALIEE ATNE TO NAILS FOR DESIGNATED 8FP.4R /TALL PANELS . ,EILF.88 Pm APPRC BY THE DuiLDWG GFFlG'AL I OOF I fiAQla 5 AMED. - L ROME E A S I I / i C s TAI` OEs A P A RAT82 SEA RNETf4D2LAT ti Of p a12 LUy CLEAR moat PAN39 TO ALLONR*E2rA16 cK144LX6 SHALL BE Ed AT 6' OG AT PANEL EOGE3 AND 12 AA AT EEEISEDWE SVFORIS MARE cMOE CUPS • 24 • ALL tINEJI CSEE7 EDGE0. u aOWEA rDIAP SEI SEASEESEffi.142pe 2 . M.ocR S F E A t 1 N ) Y a : 3 1 4 ` D M U S ' A P A F R E D PLTQT7D" WDED AND GU . ADHSTAYE MILL COWRY( TO ALGA SPEC'AG4'BCN- *Get PRDVGE T48 EDGES AT LONG PANS EDGES NMJ SI4 U. EE IAi AT 6 pc AT PANS EDGES AV E' oc AT NTENCENTE 9.EFoR(S,ALLMAELED1APFR'M 50VR46/122*- }Tot 3 FLYGOGD WALL BE LAD W FADER/A l PEFNPHDICLLAR T081PPDRfS, END /14EIAR11WLL DESIGNATIONS RECEIVED CITY OF TUKWILA J U L .- 6.2000 PERMIT CENTER - c Lip CITY 0 T[ 1997 UBM WILL i'g