Loading...
HomeMy WebLinkAboutPermit 4848 - Six Star - BuildingCITY OF TUKWILA' Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT NeW fffi e 14501 Interurban Avenue S. Office Star Partnership 1n24 South Bailey St. Westwood Corporation 7611 South 180th Street FOR BUILDING PERMIT ONLY PERMIT # Control # 87 -147 Suite # Tenant SIX STAR Assessors Account # 336590- 1370 -04 Phone # 762 -5702 Zip 98108 Phone # 251 -0638 Kent, WA Zip 98032 Seattle, WA Approved for Issuance by: S Ft. q • Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. Total Fire Protection: Sprinklers xDetectors Zoning_ C_2 Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Construction $ 400,000 1st F1. $ 2nd F1. $ other $ other $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 7 s ) $ Receipt #790 $ Receipt # $ Receipt # %-.11:($ Receipt # $ Receipt # $ 11,97,286.00 9.n0 8.50 3,283.5 FOR SIGN PERMIT ONLY 0 Permanent [] Temporary [] Single Face Building face LJ Double Face 0 Wall Mounted Setbacks: Front Square Footage of each sign face Special Conditions J Free Standing El Other Side Side Rear Total square footage of sign 1HIS PERMif BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAM GOVERNING TH S T 'E OF WORK WILL BE CI PL VIOLATE CEL ROVIS ' S Signed)( THIS APPLI WITH WHE HE ANY OT ATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES PECIFIED HEREIN OR NOT. THE GRANT! OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO TATE OR LOCAL LAW REGULATING TRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date_ tr7 1 hereby affirm that 1 am Contractor (signature) LICENSED CONTRACTORS DECLARATION licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date ( ) 1, as owner of the property, offered for sale. ( ) I, as owner of/ �.C� piroperty Owner (signature) ���l�U/`�/ or my employees, OWNER- BUILDER DECLARATION wi wages as their sole compensation, will do the work, and the structure is not licensed contractor's to con t the pro4ec . Date intended or :BUtINHAM Wir INSULATION, INC. P.O. Box 2488, Redmond; WA 98052 (206) 881.2666 .1,1M111E9 OCT 28 19871 cii'Y OF^TJ�;Vvi�,t^, PLAA!NI; G .01.JvIN WEST wo��? sX KM Maw sociates t. Consulting Engineers October 7, 1987 Norm Bray CITY OF TUKWILA •.6200 Southcenter Blvd. Tukwila, Washington 98188 RE: Six Star Building Dear Mr. Bray: Th L / Cc,a.y -64 ki"117- NIONTRIJNIO ACT 8 19871 CITY CF i'UICV ILA PLANNING DEPT. 86130 It will be okay to use 40/20- 5/8 plywood for the roof on the above project. Sincerely. K.M. MAW ASSOCIATES Joe. Maw JM /sc cc: Howard Kinney AIA. Seattle,, Washington 98104 206- 624. - 7146., TO* ATTN • t) CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126'.. PLACE KIRKLAND, WASHINGTON 98034 EVERET7 //f)rt tvv ode CO e7 .S1 /470 74 12061823.9800 12061 289.08 17 • f,l ;r..n{ "1. • I I- , ;,6 i:.387 AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. No. 26515 DATE '-- /6' --f7 CERT. NO. B76--s PROJECT S /X SAt r t 1 2 7- .i/ c LOCATION // % ' / Xr771Cr )X Lt et A aN' BLDG. PERMIT NO. 67/4 7 e-IN S OWNER WEATHER G ,L e-4- r TEMP. AT 7 rQC>AM se._ AT PM ENGINEER X /✓r i✓JQit, ARCHITECT /� D tr7u -7r d ' Ad/0777C ' CON����RQQACTOR G LP.:i 4.0 00 Corp, £J4eC,k' la /6 i3 /o ,'i s/4 ("ewe i4 6- .540 -r 6Q'' Co r� )cam jc a D 7 G hie, /6 z 1/)s o7'' 3 SEE TEST REPORT NO. a 67/0 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO ^ RD 030 (Yls INSPECTOR: c.1 / "/O //O FIELD REPORT' 4/2;Z) SIGNED* T TO: c /eV/ CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 121419 N.E. 1261.. PLACE KIRKLAND, WASHINGTON 98034 EVERETT /4,4'.7 /Jo C c' FJ // .5 Xe r1 9 12001823.9E400 (2061259.0817 ATTN. THE FOLLOWING WAS NOTED; FIELD TEST DATA SEE FIELD REPORT Nu 29101 No. DATE 4%.— A<-6'7 CERT. NO. 6'7 ._ -5 S PROJECT k4 17 74- ,c .6 /, . LOCATION / / 41- C'i .1,�7 /r`.•vhht7 YEILD BLDG. PERMIT NO. ?7/4 7 L(8 /g OWNER CONC WEATHER C ,L CLt J' TEMP. AT J L AT %..`.CICI AM PM ENGINEER ... l} 1 /M'i a e.z.t C.A. ARCHITECT �r / C` Aver 1'.`'` J\ % /7/ , c. ii iii 4 CONTRACTOR / ( /11 TRUCK SAMPLED /3r TRUCK TICKET No. "14%// 5- TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 7: 2 `_I C.A. / ! 2 \30,SD0 4 Z ' 28914, 5. -/& TOTAL ' 114100D G ISO 3Gui 5 e.; y -15 fa, x / z 65,Doc 5l-I-O COMPRESSIVE STRENGTH BATCH DATA F iR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT a.�r, STRENGTH PSI SET No. FA. /c T C,' C' C8. -a3 `_I C.A. / ! 2 \30,SD0 1610 WATER ' 28914, 5. -/& TOTAL ' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 30 6.76 C8. -a3 `_I 4x /Z- \30,SD0 1610 3 603 5. -/& `A--1 S 9,c6 wx /z 114100D G ISO 3Gui 5 e.; y -15 fa, x / z 65,Doc 5l-I-O PRODUCERS: CONCRETE AEA ADMIX. PLACEMENT AREA & NOTES /es CEMENT CAC12 54, r. CU. YARDS PLACED yl DESIGN STRENGTH �a is ,. COPIES TO: D-9 C) 78 .b, IT 5 ` ' f e INSPECTOR: SIGNED: TO. (4 CASCADE TESTING LABORATORY. INC. REPORT No TESTING & INSPECTION / ENGINEERS / GEOL_9 P °T" 12919 N.E. 126T. PLACE KIRKLANO, WASHINGTON EVERETT /110 -dit, C1/ ZgY .i, fi'"••-" "".. (206) 259.091,,7 \2!.._ 8 1987 P1_Ah__ �INENG L';i_PT. /4/4. 96.03? ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 29101 No DATE 6 leg 6'7 PROJECT LOCATION � PfS i 4 4 0% .��7 -rL v 4,.ct7 BLDG. PERMIT NO. OWNER CERT. NO. 77.55? X714 7 (( 4) WEATHER ENGINEER TEMP. AT %,ro0AM AT PM ARCHITEC[T/ 11 d .va ;$ CONTRACTOR v (o �-� . TRUCK SAMPLED / 3 Lp TRUCK TICKET No. 44%/ S TIME DESIGN WEIGHTS %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 7•/,ti.- IS�LUUMMPP G f. c1 C.A. // / O ‘30,5130 48 s"�' 8 4:4 B -is TOTAL rV� u 4.X./ Z. 36b * g -i6 Q\-15 fa,S 4X/Z. COMPRESSIVE STRENGTH BATCH DATA FIR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 57110 ,J STRENGTH PSI SET No. FA. 4G� a -a5 c1 C.A. // / O ‘30,5130 r ',,610 WATER 8 4:4 B -is TOTAL rV� u 4.X./ Z. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 3Q.0 a -a5 c1 6X' Z. ‘30,5130 r ',,610 3 603 B -is Q1-1 5 a'6 4.X./ Z. 36b * g -i6 Q\-15 fa,S 4X/Z. PRODUCERS: CONCRETE AEA ADMIX CAC12 % % % / l `� PLACEMENT AREA & NOTES ✓ �� �4 �/d r 17 1 /�Q! /f GZ ! QfrJ/v GUU CEMENT CU. YARDS PLACED DESIGN STRENGTH COPIES TOI W C) / v 2, 5 9 +� CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1267. PLACE" KIRKLAND, WAf.HINGTON 9803.1 12061823.9800 EVERETT 12061 259.0817 TO Vi '2,1 1Vl 7C.13 C -(, I l ') . ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 29004 REPORT No.___? S (.�Z•__ .____ ...__ No DATE �i F, ? " ii�„.— �•r4 CERT. NO. Q '?-(, — r 1 %AIR PROJECT ; t'rC STA12 YEILD CEMENT FACTOR LOCATION i C4A1. OWNER A -r 1 ' �, 44Ck" : ? .1.41- ..L, BLDG. PERMIT NO. WEATHER C.u1)I --7,r' TEMP. AT AT AM PM ENGINEER K. (''i . 1- k.N-Y`I 2 ,(..) L % ARCHITECT l lvvat:".t l 4=- IF.ij-L TOTAL CONTRACTOR TRUCK SAMPLED iO .. TRUCK TICKET No, CX.X.', 444C.3/ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR 1 ' �, 1� Ifri. �_ C.A. v_ - CI' 0.-, I" 2 ,(..) L % • TOTAL \I COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °!o MOIST ADJUST ED WEIGHTS CEMENT II s—„ ij STRENGTH PSI SET No. FA. 14 6-'17 9 - 7 3" Z.kj C.A. L' _ ,t i gc�tt,� }/6 1 5'Sa0 T0 SC) WATER 2 ,(..) L % • TOTAL \I CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. S/2 5 icr k g . 6-'17 9 - 7 3" Z.kj Mt- 1‘ 1 5'Sa0 T0 SC) 3 12‘-. L % • L _ \I PRODUCERS: CONCRETE AEA ADMIX. PLACEMENT AREA & NOTES CEMENT 1—Y ` iU CACI2 CU. YARDS PLACED CA DESIGN STRENGTH ^ COPIES TO: SIGNED: s TO: CASCADE TESTING LABORATORY, INC. TESTING 8c INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126•.+ PLACE K IRK LAND, WASHINGTON 99034 12061823.9800 EVERETT 12061 2590817 ' ( -• r \it n Coe(' I S. IC',Cn s - — IA 1..i., L); L. 0 - !1 a ATTN • 11:J i t:] 1 1( I907 AS REQUESTED BY •• 1^ r-•�r•' THE FOLLOWING WAS NOTED: I �..t_At�liv.- .., " ,•.•;'�_._ PREVIOUS REPORT No. No. 25150 DATE �,1 __ I b ' �'. � - CERT. NO. e. - ST1 Tv PROJECT ' ■x S"Ti4{7 LOCATION t 440C.) ii VLFr, a 44 o BLDG. PERMIT NO. ��� /�, -",.--4- 14 '� �O/ OWNER WEATHER (-(k, > TEMP. AT AT AM PM ENGINEER �'1 / 1 � �� . / (• _ ` Ail, ARCHITECT f .?\NA,aC) i------:1 Nt-MN CONTRACTOR (- (L2 X 15 P- PL' C tc,t . �T\ —1 '3— 6 . Nom- « ---tAv ■D ? c-r-- mac' ..t cam- N-AY -C-14,_.‘ fi r\N e\__ $— , f,;, )194 1- , ACre. v `I -- Tc 'TAN'' p -v' --rr1 � x :.)L ? -•1->j\_ C r ,Cht - li_ Lk3A -S S•V C1-) '11 l.S . C'-C) h=0‘, c Ce_ 1,k) PAS PV4`n A-1-v--47) r crc,:i SbC..t1A "DD 14 I& St SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO FIELD REP T •, ... SIGNED* f s^ TO. CASCADE TESTI ' G- ∎1 OR TipRY. INC. TESTING & INSP CTI i1I19 F# , t% �OL0t31ST5 MIL . 12919 N.E. 126,.. PLACE ......... KIRKLAND, WASH! GTO49E034 12061823•8OO ( EVERETT ,1 I. P 1.7 19921' 259•y917 H'iNNii'dC J �r 1 r,0 C cp 1 t C ' ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No l z.s IsC) .29004 No DATE C CERT, NO. SLUMP PROJECT Sl x S'TAI� UNIT WEIGHT LOCATION ! ( co] 1'4.42(1 7YNTT,z c_.RAt4 A A JF TEMP. BLDG. PERMIT NO. O OWNER (.�I t.9 I'l11 WEATHER T TEMP. A AT A AM ENGINEER K. ri . I /lt( `P Gs r- 3/z A. ARCHITECT 14k 62_ CONTRACTOR kA) f5 `,r �` I_� 1 TRUCK SAMPLED IC*L= TRUCK TICKET No. OM} 4440 "5 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC• AIR (.�I t.9 I'l11 -3- �>`■t .� - l • I Gs r- 3/z A. 9 -// 62_ f5 `,r �` I_� ,..c , 1 (2 -7 9 - / / 32 \/.. COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS is CEMENT S4. . b FA. 14÷..C3 11 C.A. 1 r620 -4/t WATER 2•.,.0 • TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 3/2 s g p -u• X17 -3- �>`■t 115,sac� �+ag� 3/z A. 9 -// 62_ f5 `,r �` I_� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 3/2 s g p -u• X17 -3- �>`■t 115,sac� �+ag� 3/z A. 9 -// 62_ f5 `,r �` I_� ,..c , 1 (2 -7 9 - / / 32 \/.. PRODUCERS: CONCRETE OV ¶4 C., AEA ADMIX 1 ,y ( nCAAC12 {�`- % PLACEMENT AREA 6 NOTES L} \'�J"1 G<<-A ' 4t `� CEMENT CU. YARDS PLACED Cjk DESIGN STRENGTH ' X.t 1 "� COPIES TOL '( _ 1 L,' ' 11' INSPECTOR: SIGNED: 5ID TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126+., PLACE KIRKL AND, WASHINGTON 9B034 EVERETT � ► t+3 r 7 C` 2 ra"� 12061 ©23.9900 12061 259.0917 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No 31110 DATE '--+ CERT. NO. ‘{ PROJECT • UNIT WEIGHT LOCATION i 4W.0 '• NLYW ►., A.i< CEMENT FACTOR BLDG. PERMIT NO. S-q-t 4--t 'I 4?, OWNER WEATHER (L- -e.%N.. TEMP AT AT AM P rVI ENGINEER K.pk. $r-v./ — ARCHITECT /E.rac.4c) CONTRACTOR w ebT w etD 4°E TRUCK SAMPLED O i TRUCK TICKET No. 41. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR t '. 45 3 '4. — ivza -lie, SCD - 1 Nte /E.rac.4c) 3-2° r 4°E ZQ. 8 -/7 TOTAL \�`1�5c c LI-9 3G g s9 a- 7 2 : \ y-, C> jC .9 G COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS MOIST ADJUSTED WEIGHTS CEMENT i._ 4{ � STRENGTH PSI SET No. FA. la 14.00 7 -27 '4. C.A. ivza -lie, SCD - 1 Nte /E.rac.4c) 3750 WATER ZQ. 8 -/7 TOTAL \�`1�5c c CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. /9S� -�.� { 7 -27 '4. 6.11 /E.rac.4c) 3750 /9S3 8 -/7 2-% \�`1�5c c LI-9 3G g s9 a- 7 2 : \ y-, C> jC .9 G PRODUCERS: CONCRETE AEA ADMIX CAC 12 % PLACEMENT AREA 6 NOTES Mire CEMENT l `, 7, L C C _rm/s CU. YARDS PLACED 1? DESIGN STRENGTH V p INSPECTOR:, COPIE5 TO; i 1 .3� SIGNED: C CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E. 126,4 PLACE KIRKL AND, WASHINGTON 98034 EVERETT TO ^"CSTi1/4IV O G:32 k;F�.1r J- 9 0'v2 (2061 823.9E100 12061 259.0617 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 31110 No. DATE CERT. NO. SLUMP %AIR PROJECT S►/L STII'►rz, YEILD CEMENT FACTOR LOCATION 1 4 Q T'..'rb nuanA. -3 A✓t AIR BLDG. PERMIT NO. se--1 4—t- 'AV OWNER '4 2"E) C.A. WEATHER C-1e` TEMP. AT AT AM PM ENGINEER K. to . $# w 19S1 ARCHITECT ■ N NV.:4( a -i7 Z9", CONTRACTOR W eSw TRUCK SAMPLED • I TRUCK TICKET No, 4z.b TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR 1'.45 3' � '4 2"E) C.A. i3za -lit son - 'lit /O4:,o4O 44" r 4€1°F Z41, 19S1 TOTAL a -i7 Z9", \ie COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 41 ) .- STRENGTH PSI SET NO. FA. 14W° 7 -27 8- i 7 '4 2"E) C.A. i3za -lit son - 'lit /O4:,o4O 37 So WATER Z41, 19S1 TOTAL a -i7 Z9", \ie CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD .- STRENGTH PSI SET NO. /952. -20- 7 -27 8- i 7 '4 2"E) Gm. /O4:,o4O 37 So 19 S3 19S1 \/-* a -i7 Z9", \ie PRODUCERS: CONCRETE AEA ADMIX. PLACEMENT AREA & NOTES .L c�4.qs CEMENT erYP CAC12 % C) CU. YARDS PLACED 1 L? DESIGN STRENGTH INSPECTOR: COPIES TO: C- "Ili c) 7.30 SIGNED: &Di TO. /*/ CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126,.. PLACE KIRKLAND, WASHINGTON 95034 12061 823.9500 E V ERETT 12061259- 08 17 Yve5-1 4c6° (4 p r ATTN• AS REOUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. 34597 No. DATE --2.6 -- Q,�- CERT. NO. '4 Z -S'y PROJECT Six STS. LOCATION 144- .I i T ,r2Dil..s 41 Q BLDG. PERMIT NO. S-?-141- V2 OWNER WEATHER C v TEMP. AT AT AM PM ENGINEER .. `t✓ ■ trAM-N `j ARCHITECT K14'.1/4 1-i6-:_ CONTRACTOR e .) Q�.a cilItp . di ifatc) P2vED 'Q v--4.<, Gcx.Lcitr. Tv_ 4.5 s Sc s vo rv;`{ fNt;uc'� ttVt 'PL 4N1 etc) A%-4 p ■f) C .k _ C' r�ctV B-Nr 'TiZVLK Ac' car -scLov D fr c y AN <trattLy L‘ 11OQvc s c->IS t SEE TEST REPORT NO I l( HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO ��—� rep 7-2S' FIELD REPORT • SIGNED' b" T CASCADE TESTI &. LABORATORY, TESTING & INSPECTION / ENGINEERS /Gg.QL 1F.CY6) B23• INC. iISTS 12919 N.E. 126T.+ PI KIRKLAND, WASHI EVERETT ACE GT 1 IfJ ��ll��� - (206) 259• JUL 221987 _ .t (J;'rY OF 7•lil�'Vi'iL/a • ��1_ANNING DEPT. TO' &Ies WO (1. L.II slgot e 800 817 1, ATTN' THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No No 27220 DATE 7 8 g 7 CERT. NO. _ _ S /y� PROJECT / S' ii S &- LOCATION _ q// ^^ IPY / 5 t 1 -./1Y1A- V V L (4.11 V 1C L t IA,1 /Ct BLDG. PERMIT NO. '7 / Li- 7 (ayn OWNER WEATHER C C) (id y diLO WC' ts TEMP. 560 AT 7 X30 AM AT PM ENGINEER d k14 I4 liti ARCHITECT 1 1'0 W a tr Jf� T { I 11 h e y CONTRACTOR 111)PJ-wood C'ok,g) [5 F -dst TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR T' m PI0i d 7 C.A. ■ r , �C.Ic (o° 0 58 /Z1Z 7/g S- s TOTAL 1 2_43 *1 Ili 8- 5 Z COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 0 41 (c) STRENGTH PSI SET No. FA. •Z (ee° 7- it 7 C.A. ■ r , �C.Ic 3stDcp WATER /Z1Z 7/g S- s TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. i.-41 1 7/g 7- it 7 Z,Xi/ ■ r , �C.Ic 3stDcp /Z1Z 7/g S- s zg 1 2_43 *1 Ili 8- 5 Z PRODUCERS: CONCRETE AEA PLACEMENT AREA & NOTES I I e.5 CO4C- , CEMENT 7 j ADMIX /14 x e 9°4 Ca)* CAC12 t ..'IG -30/ 17B - CU. YARDS PLACED 34:, DESIGN STRENGTH �144 �,�t COPIES TO' C'1D 7 -17 INSPECTOR: SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126m PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO* `k -.S 1 YV oc CO v-r 7 s igo-rk K e m f ko, 12061823.9E100 12061 259.0617 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. No 27220 DATE 7/16/R 7 CE, NO. 74 — �`-� PROJECT / S' )1) 5+4 i''' LOCATION I /L/ / —4 C- V 0 v� u.11 114 /,/ BLDG. PERMIT NO. P 7 / L L 7 r.f. OWNER WEEATHEIR C Dot d y SitoW(X TEMP. 56° AT 7:36 AM AT PM ENGINEER v / 'vi Nct «- ARCHITECT f4 o W Q A A I' : 1i, h U�y CONT RIACTO bOS COQ [ sok F.1.6-51 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 111 tit `I0rd 7 zg 2(1 C.A. ,10c0 1‘2),I00 \Bt ? Lo° 58 D 112- 12- 1 I 8 7 12_/3 TOTAL COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD — DATE MADE DESIGN WEIGHTS °/u MOIST ADJUSTED WEIGHTS CEMENT 0 4 STRENGTH PSI SET No. FA. 2 (p 7 -,S' 8 -s- e_ 5 7 zg 2(1 C.A. ,10c0 1‘2),I00 \Bt ? 3SZ)CD s96o 5q9 a WATER 112- 12- 1 I 8 7 12_/3 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT WEIGHT TOTAL LOAD STRENGTH PSI SET No. tz4( %/S1 7 -,S' 8 -s- e_ 5 7 zg 2(1 Z.V./ ,10c0 1‘2),I00 \Bt ? 3SZ)CD s96o 5q9 a 112- 12- 1 I 8 7 12_/3 PRODUCERS: AEA PLACEMENT AREA 6 NOTES CONCRETE cq �) e,5 Coq C , ADMIX ./CIO X t1 4 Can" CAC12 1-' -iia 3 - 30 � / 7B CEMENT 17 f / T" 2. 0/0 -24/ CU. YARDS PLACED 34, DESIGN STRENGTH -It ¢ / -2 2A 0' B -A 2 COPIES TO_ U) C- - i1 D 7_]_] ' -\ INSPECTOR: SIGNED: T t CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126.+ PLACE K IRK LAND, WASHINGTON 98034 EVERETT TO' 4a?! LC7Gl'e.D C e ; 12061823.9800 12061 269.0817 7 6, / / ,S" / f LJ 1 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No.___ o4.- 5 No. 28575 DATE 7--7- 67 CERT. NO. 67 -s PROJECT 6 - . 41...y. LOCATION /46e)/ 4z; ier eJ,..II-?T BLDG. PERMIT NO. x'7/1-7 e /U3 OWNER WEATHER C-hZ 0e:-1,' TEMP AT AM 6:, e. AT 2.. /5PM ENGINEER 4'i IV /�t GC) ARCHITECT /7/ 011-) Gil Cf 1 /(, /!/T E' CONTRACTOR r- 7s y.J::✓) vt -G TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR G , /, • //� 1 Ill �L4 7 7/41- WATER 0 <1 21 O 6 �' TOTAL 1 SS' 7- ? $- 9 ,i 2/4 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS °,'o MOIST ADJUSTED WEIGHTS CEMENT b ari,‘::, Z‘'B,G I SET No. FA. C.A. 7- i i 7 7/41- WATER 0 <1 21 O TOTAL CYLINDER 1 NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. II 63 7.-7 7- i i 7 7/41- 13 3oc7 <1 21 O 1 SS' 7- ? $- 9 ,i 2/4 PRODUCERS: CONCRETE ' /dee3 AEA ADMIX 1190XR 1Lf C-�:./! CACIZ PLACEMENT AREA 6 NOTES CEMENT CU. YARDS PLACED DESIGN STRENGTH 4 S COPIES TO: 1 i m o l/o% c,',J T CASCADE TESTIN .ABORATORY, INC. L TESTING 8, INSPECTION / ENGINEERS / 12919 N.E 126,.. PLACE KIRKLAND, WASHINGTON EVERETT 98034 REC 9800 CITY t 7 r 1987 7 emote r TO* /4/e ' / 50 Gz >�� e) Ua ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD Q' " 5 REPORT No.�__�\ 28575 No. DATE CERT. NO. PROJECT 6 .r. .541-,-. LOCATION /4 t5/ 137 i474!t - 17 BLDG. PERMIT NO. 87,1-7 K /(=y5 OWNER WEAT%HER ,% C- .e)LPC TEMP. AT AM G, e - AT 2../5-PM ENGINEER ,r/ ��� /V /a. .) �/ /� J/1/7E .: ARCHITE �� // /7 tJ )v-i-el A CONTR /A,CTOR r-; TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR C.A. 7- /1 7 7114 WATER S 0 2.40 TOTAL �� S - / 7x4 /6‘o-z) .5'1-2Sd I sr. 7— 7 s- I ,/ zX4 / 730-D 5.-s-/6 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4J g.6 Zd :.4D0 STRENGTH PSI SET N0. FA. C.A. 7- /1 7 7114 WATER S 0 2.40 TOTAL �� S - / CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. it S-3 ?'� 7 7- /1 7 7114 f330c) 2.40 1I 5-4 �� S - / 7x4 /6‘o-z) .5'1-2Sd I sr. 7— 7 s- I ,/ zX4 / 730-D 5.-s-/6 PRODUCERS: CONCRETE jj//���� 4 AEA ADMIX. JOOX� / Q C aCACl 2 ,� C.a.5 4f, J3,4) 1/ / l0 c?a 8�' /S!?' 2 6'. PLACEMENT AREA & NOTES �� J � �f /CS � J ��� QJ J J J 1 1 i J C7T '7 i `)4 Z 1/7 co, /2-7 Ali /!r/ O t/ p //t' S «'-0 INSPECTOR:_ J Mt CEMENT CU. YARDS PLACED DESIGN STRENGTH 4r _24 /f - 3 c- COPIES To: SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 +.+ PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO' (A, WO ACS Czy &'/ s /84,7 12061E123.9800 12061 259-0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD .tr REPORT No.,.._ 28574 No. DATE 2- - ,f'l CERT. NO. 8716 - s'y SLUMP PROJECT UNIT WEIGHT LOCATION .//-6319/ .//-6319/ / A jide - i) 4-b &/? AL," (° CEMENT FACTOR BLDG. PERMIT NO. r_S) 7 / I ! Ll .Wri OWNER AIR WEATHER ��i 4- 74/6/ ./ TEMP AT AT AM PM ENGINEEV N /Y /0, u2 ARCHITECT jj I ercoo.YG.1 /T x „,,,,,7C /•'-. Azov CONTRACTOR / 66:1 ...t U TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILO CEMENT FACTOR TEMP. CONC AIR 2V c/a • 7 C.A. i3200 Azov osi ...t U 1- 4.7 v -3 TOTAL 2•lizil- c;1DFD-z) G.2 D (O '8 3 7-6' '- 3 '✓ 2 X l/- ao 9ery le a, d COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 614.6'., STRENGTH PSI SET N0. FA. 4/ el% 7 -1B 7 C.A. i3200 Azov WATER ...t U 1- 4.7 v -3 TOTAL 2•lizil- c;1DFD-z) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 1063 ( 7- 4 7 -1B 7 2/1 i3200 Azov (08z 1- 4.7 v -3 z.g 2•lizil- c;1DFD-z) G.2 D (O '8 3 7-6' '- 3 '✓ 2 X l/- ao 9ery le a, d PRODUCERS: CONCRETE 1I» % »5 CEMENT rs CU. YARDS PLACED /X)G;7/ n�I yy 1 AEA ADMIX /19OAR - el'07 "C ;71- CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES �� ” 1-G &•SI f0dt.; j4 -4 2S '�) i3-41 (er'), /I_ /7 `/81 f (/ "6'` COPIES TO: LA_ 7 /i! L; INSPECTOR' N. SIGNED: M T CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.+ PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO. [/l/ {7 . /140004 CZ) ft 12061823.9800 12061 259.08 17 I� ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No - i4) 28574 No. DATE CERT. NO. .-_ SLUMP PROJECT 6 S' to- )-- UNIT WEIGHT LOCATION //-6,10/ .:7 j/rr' a y1-,An AL, P CEMENT FACTOR BLDG. PERMIT NO. A l l .L7 y ?%l el OWNER AIR WEATHER i� G.0,./0 '/ (- ' TEMP AT AT AM PM ENGINE EV 111 A /Y /CA c.v ARCHITECT 1 , j wu.rcl /1 X/ T/ ?C <4200 CONTRACTOR // /yam ...4.1-C9 TRUCK SAMPLED TRUCK TICKET No. TIME .-_ SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR L- G✓ ' ' 7 —/1 7 C.A. i320o <4200 WATER ...4.1-C9 7-- 5 -3 TOTAL 2i(4' ( 0'8 7 - a' g -3 '✓ 2 -x.l- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT r� rr yV P A SET No. FA. L- G✓ ' ' 7 —/1 7 C.A. i320o <4200 WATER ...4.1-C9 7-- 5 -3 TOTAL 2i(4' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. Io24( 7-0 7 —/1 7 2Xlf i320o <4200 l o8Z. 7-- 5 -3 Z-S 2i(4' ( 0'8 7 - a' g -3 '✓ 2 -x.l- PRODUCERS: CONCRETE n y �( AEA ADM IX. /9M/Q - '1.e -1 641! CAC1 % 2 / �s l p l l PLACEMENT AREA & NOTES Ai) el'. Ca .4 ode- - /q- i-(25a) )31 (& , /P / � /G' f , //A�6"2, o.' o / 9� / '- , 201. J 32' , 16,4 3' 141' e CEMENT %(JU CU. YARDS PLACED DESIGN STRENGTH INSPECTOR: COPIES TO LA ( !�( //1 7- /(!, 51 G N E T CASCADE TESTING LABORATORY, INC. TESTING D. INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 .. PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12061 823.9600 12061 259.0817 TO: Lk). es 71-14.; o C c x-r rr cr17 !V/ct. 4 c13 r- ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD S 4 REPORT Nu_ 0_77 28563 No. DATE ‘ -- ts' - r,7 CERT. NO. 876 -57 %AIR PROJECT YEILD CEMENT FACTOR LOCATION CONC AIR BLDG. PERMIT NO. e7 /1 -7481$ OWNER 7 C.A. WEATHER C. L.C..o. r P. TEMP 8c, T AM AT /7.5e PM ENGINEER A /✓l JV/ ei (4) 3 st/ G.- 2.0 ARCHITECT //oL•i% G. YG9 ," A- , ,;.r ,9 - '/ g / -Z CON TRACTOR I.0 .yLet. c[, j CC.7 f7 _ / S32- o TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /2;3� 3 %}_. 7 C.A. / 9 3 z_ i0oscao 78 2.5- 3 st/ G.- 2.0 TOTAL ? g / -Z IScJ5-'o0 S32- o o5- 5i G `2:5 7`23 Y 6, ,C /z_ iI2000 5380 • COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS a/o MOIST ADJUSTED WEIGHTS CEMENT ..5-d-:.* STRENGTH PSI SET NO. FA. / Z -Q 8 7 -2- 7 C.A. / 9 3 z_ i0oscao 3s -sue WATE R 3 st/ G.- 2.0 TOTAL ? g / -Z CYLINDER NUMBER DATE MADE DATE TESTED ■ AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. O SE' 9 L- Z$ 7 -2- 7 /z. i i0oscao 3s -sue oS 5o G.- 2.0 7_23 ? g / -Z IScJ5-'o0 S32- o o5- 5i G `2:5 7`23 Y 6, ,C /z_ iI2000 5380 • PRODUCERS: CONCRETE AEA ADMIX. PLACEMENT AREA & NOTES t enc . Ttv .5-3 Pi /8 /7 /gi CEMENT CU. YARDS PLACED 2 / CAC12 DESIGN STRENGTH 3ac 24 j 2.5; ¢7, 4E 4 9, ��� ..r /, •• t-) -2f- ,, COPIES TO: (J..) `- i r U i.e. ,,1 4`, IL ~Ll 2- INSPECTOR: SIGNED' err.. -1• TO , CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E 1261. PLACE KIRKLAND, WASHINGTON 9 9034 EVERETT 76/I .5 % 75 12061823.9E100 12061 259.0817 1r /den IZ� i 64)5 Z_ ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ?.n - REPORT No._ ___ ✓__ __.,_ 28562 __. No DATE C -- Z4 -67 CERT. NO. E:N' ?' PROJECT s 1G .�/ LOCATION /1-6 �6/ .Z/7 ,� /Cf 0k'Ac{Y7 OWNER BLDG. PERMIT NO. 87 /47 4,''f , WEATHER CZ, ) AIR TEMP AT AM /5 AT j• . elOP M ENGINEER X 14 /i'I u- 4, a ARCHITECT J/GLlJa• /i ' A X,/%I`/CG CONTRACTOR / TRUCK SAMPLED v /1- TRUCK TICKET No. .31- -353 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 3 vv .�� %. C.A. / 7 ,j Z_ lussoo 7 / 7 '. 3 .1 p 4 4- - Z4.. TOTAL I ^V/ f 74000 1 S- (.., c'f f G 2.4( 7 -22. 1'71soQ b $'70 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT :- • - .4 SET No. FA. / G 7'e 7 -■ C.A. / 7 ,j Z_ lussoo 3'73 0 WATER 3 .1 p 4 4- - Z4.. TOTAL I ^V/ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 01-82. $- 2I 7 -■ lussoo 3'73 0 0433 4- - Z4.. -7-22. f 74000 1 S- (.., c'f f G 2.4( 7 -22. 1'71soQ b $'70 PRODUCERS) CONCRETE Lan C AEA ADMIX. 1 CACI2 PLACEMENT AREA & NOTES Pi /e /5 /4' _�+ Z_3 CEMENT CU. YARDS PLACED ob DESIGN STRENGTH 7 yea'*" COP{Efi.TO: 13(. ` T k JJ ? INSPECTOR• , ""--1 MPilo is SIGNED) CITY OF TUKWILA Building Division 6200"Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address clew 0ffi e 14501 Interurban Avenue S. Office Six Star Partnership 1024 South Ball env St. Westwood Corporation r -- Kent WA Suite # Assessors Seattle, WA FOR BUILDING PERMIT ONLY Approved for Issuance by: S q • Warehouse e Retail Other Occ. Load 1st F1. 2nd F1. 3rd Fl. Total Fire Protection: jSprinklers RE xDetectors; Zoning _2 Type of ;Construction,. Special Conditions PERMIT # 61, c ) Control # 87 -1.47 Tenant SIX STAR Account # 336590- 13/0 -04 Phone # 762 -5762 Zip 98iuu Phone # 2b1-0638 Zip 98U3Z y Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other 7 TOTAL ?. 400,000 Receipt # ST)-; $ 1,975.00 Receipt # 73g0 $_1,286,01) Receipt # $ Receipt # 55 7)- ($ 8.50 Receipt # $ Receipt # , $, • 3,')8:'.50 FUR SIGN PERMIT ONLY ❑ Permanent [] Temporary El Single Face [J Double Face ❑ Wall Mounted Q Free Standing [J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECUMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAM THIS APPLI ATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING TH S T E OF WORK WILL BE C PL e /WITH WHEJFIE'' PECIFIED HEREIN OR NOT. THE GRANTI OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE /0/R CEL TH .PR0V1 S ANY OT R TATE OR LOCAL LAW REGULATING ' TRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed)‹ Date LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) ( ) 1, as owner of the property, or my employees, wi, offered for sale. ( ) I, as owner of tj�e, petty excy� Owner (signature) fr�/ OWNER- BUILDER DECLARATION wages as their sole compensation, will do the work, and the structure is not intended or !( licensed contractor's to _ _c_o_ns L the pro ec . Date �j ,- / "'1 7 Attla CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tuiwila, Washington 98188 (206)'433 - 1849 Type of Inspectioh_./ /2/01__ ) Date Wanted 2,2—, 2 3 � 7 Site Address ,/ y/ //A,PLi1^j4/}ni Project %' G. - 91-1-- Requestor ,452e Sl2.2v,iir/5 Phone # ‘,24 /j742(, Special Instructions INSPECT " 1N RECORD PERMIT # 1-/c57. /e' Date t,Z -,23 --•j? 7 a.m. Inspection Results /Comments: Inspector Date /; ^v2 ; ^P% L:y CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington .98188 (206)'433 -1849, Type of Inspection Site Address Requester INSPECT( N RECORD PERMIT # Date Wanted 4.?-22-0-7? a.m Project 1)/%'t G- Phone # Z2 7 Date 5/-7)V,4/..5 Special Instructions Inspection Results /Comments: i Inspector Date /0 4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206') 433 -1849 Type of Inspection Site Address /16/ u-4,b0(4v Requestor INSPECT, ON RECORD PERMIT # Date Date Wanted c-r�c Project lP" Phone # Special Instructions Inspection Results /Comments: Inspector j /Cle-f› Date /2 07 �I.)'�wZrC,'J �V�� .TI')\•ti:��:��`.L "P.e1S).RyS. t�M._`�i:e tiL n::{. �..' ::1Y'!f11L'�'i ^.vS��.:i.�`i.... _i.. CITY OF TUKWIL: Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -1849 REINSPE( i'ION APPLICATION Reinspection of ���� Site Address /ySO/ js„ 64/..,ti e? e,,& Contractor Zdoe.teioor, Address /95'c / 1► wvL4 en—e_ .-6„ (print name) r1 UL Contact Person (please print) ,P ,44)L 571:eve,u5 Applicant (signature) 'PERMIT #7 Original Inspection Date /2/3 ar„...J /c " Project L l �,c:� �, , de Phone (// -17.2 Zi p Date /e f/ / /k7 Phone :' c kil- 672.6 OFFICIAL USE ONLY c� p Reinspection fee $ 3a" ($30.00 minimum) Receipt # !»77c )Date received / /l//f7 Resinpection scheduled for (date) /2//i/87 J ;cz. a.m.4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC'PN RECORD PERMIT # l/757-/e57 Date Type of Inspection 6ri Date Wanted /0Z—//— '7 a.m. .m. Site Address /1/1/0' d _,Z"n. T`''4c11/3 /)nt/ Project Le - S%fY Requestor 'Me)._ 5 T:V4%Vl/5 Phone # a V/- lr 7 4 Special Instructions Inspection Results /Comments: () // �/( L o-/71/7.5 /94/_ /%/�/"u581.5 ,010,/ // Inspector n..�n Date /4) -- // 7 itlit?Z..+LM+ .MtgTi91+0i:W..rttufa Its,:y k- taaati:,:y• m: r. rnrws, ze.zcc ceaox:: tw. w.., em,4. c7v mnrr ux.nnama.,wz.u:nncu>amtfm. Aov” L.* rs,. bxwe5. rm; tuv, uett onrs,KI-.9'.vS:A; : :Y^.N:ktM'6I t!N:.t it:V.V1.kgi2;,K 2jkk' 4' CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (200 433 -1849 Type of Inspection Site Address / c(r a ( Requestor Special Instructions INSPEC; ON RECORD PERMIT # 4-18 `I er Date / 2— // V 7 Date Wanted Y%?c Project, Phone # X2//7 6 - S1a4J mil- 6 702.6 .m. Inspection Results /Comments: c' t/ o--/X Inspector 714 Date //7 r. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206),433 -1849 INSPEC ()N RECORD PERMIT # 6/5(1g Date /' ,2 -3- kf /4,7_,—/-/ f Type of Inspection 0Q...l ..ir'`ll�I -1(�' ..... _i /c9 1) Date Wanted Ca-.m. .m. Site Address //- /15-0/ Project ,:k jj f 7 i ?) Requestor Phone # a. / /---6 72.6? Special Instructions Inspection Results/Comments: 7416 1,141i 'j, .ems n.r rrAl el • =� e.� Inspector Date /J/07 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206).433 -1849 Type of Inspection cgi b,71 INSPEC )N RECORD PERMIT # 4D `1 8 Date la Date Wanted /V13 (a.m. • . Site Address /17/6.0J rL�- lrY�,� Project Requester � P�Gt�1 Phone # Special Instructions Inspection Results /Comments: % Q-4--?-1-Pr ,. 4 -1/7K-7-8.4 lc ..t,0 � el�,la�—��c, Inspector Date 4-,z/3-/g2 atimimantsuawnftli, d9AdYY'.d�. CITY OF TUKWILA Building Division Tukwila,�tWashinoton Boulevard 8188 (206).433 -1849 ..«... r.._... u.. n,.. w.+ enn......> ew« vw+ vawa.. vaw.» w+.... v.. w...+... w...........a .... x.....w..r..aw.asasti: a :Wh. tt. Type of Inspection l c`l orr'3ti5 Site Address /"/ Requestor 6o/ /SeT ie.,s. Special Instructions INSPECCON RECORD PERMIT # 49' Date l //-2 3/?? Date Wanted / //2 /e% Sx j Project .� Phone # ntl 01. Inspection Results /Comments: Inspector Date /7 �ifIJ1:�Y. ilLE'�AW CITY OF TUKWILA Building Division 6200 Tukwila. Washingtonu198188 (206)'433-184§ Type of Inspection Site Address Requestor 67,,La J Special Instructions v«..W�..�w!�N+ car t w..a+..m+..... •__�. .. n�iaw.... aun............ r.,. .N��..w.n.o....i..r. »uu..Kre�.t u>iNV3: spy .r .a, °..'�5 ".{ n INSPECT. -,SON RECORD 0 T PERMIT #=" Date Date Wanted •l /D 8' u- -'1E20E-Ipt/a0 S Project Phone # 7a4 Inspection Results /Comments: Gch Gv� iLrye -r�r,� Date / /A) ." iii^ f]': 6+ :21t'.M,fkYl}L.:T'i,%SiM;Y�n41Y �STI k?+ b». iMia wa+ vu. u.„.., e. w.✓ wr... a.. a..«. ur.... rw. r.,.........«.... ..nn....,...«.» +........ ✓rnr.ex CITY OF TUKWILA Building Division 620 (206)'433-1840 C Type of Inspection Neu-6:1 Date Wanted 11/4_,(A.,_, Site Address Project 6 - S fc. Requestor S /e Phone # ? C./ 1- G 7 2 c INSPEC( ON RECORD PERMIT # Date /1 - Special Instructions Inspection Results /Comments: t Date •1 CITY OF TUKWILA Building Division 6300 Southcenter Boulevard Tukwila, Washington 98188 (206).433-1849 Type of Inspection Site Address Requestor a,{0 4-4,7 o t __ INSPECi)N RECORD PERMIT # � 7 Y Date /o • ` -- Y-7 Date Wanted jo •3.' -87 �M Project ,S- /exA. .m. Phone # ,_;2'.// 7„2& Special Instructions Inspection Results /Comments: ` /Le'eej —eehee Inspector Date ,I/ .i'tleiH+GY:76WYS.eIa . xsa�Yemrwrm. r. �w.........+.............. w.........,... ................���•....... -.�w CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206).433 -1849 Type of Inspection Site Address Requestor Special Instructions c Cdi INSPECION RECORD PERMIT # Date /'29-17 Date Wanted 'lye lc _ o _ b 7 a.m a. • 54-0. S: Project Phone # . yi_c -7. Inspection Results/Comments: � -- ' Date Jd> � �-5"r .d 121- Natt'.�Mt:Xt9e ?at dstN toatrx•: Ktrin.:..nw;.wo. w.. - ..t....,.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard TukKila, Washington 98188 (2061 433 -1849 INSPECfl w )N RECORD PERMIT # ` k //���---- Date /a --t21' r7 Type of Inspection ., ( LNAlJ-t LL(.4- Date Wanted h'l L /o . ' Site Address 14e/co*) _711,4giuckli, S. Project 6 - j' v Requestor /'tat..4? S •fck Phone # :2(// - Tat 6 Special Instructions Inspection Results /Comments: a. Date /6 ;77 AP;;7 CITY OF TUKWILA Building Division 6200 Tukwi1a,,tWashingtonul98188 (206) 433 -184'9 INSPEC( SON RECORD PERMIT # tiXyB Date /0 —.2 -2 7 .a.�M1.w err- vvYnegfur.+'�t4d•JiRir . Type of Inspection 4vKauP0 :) Date Wanted FM /c)--03-s-1 a.m. Site Address picot Z Project G -,S4.12.,-, Requester bezAJ Phone # Z Y/- L 7 a L Special Instructions Inspection Results /Comments: �a',"'% ��d.' Fti', f. Ctf. Ykl t }P3�c.•. * „'•tt3rk*::.teaav�:aMY a. ��; � :;nrww..�.....,w,,...�axy..��>. e. CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection 4-44, Site Address Jc /C U Requestor • aw”. w.vr,.Y. sty +v.yrla... Cwt -:314 INSPEC':ON RECORD PERMIT # /t" VS/ Date /0 r 7 Date Wanted CU zd �. £ 4% . ,S Project Phone # • Special Instructions Inspection Results /Comments: A-11-52- 1 %oG a.4 e'A 4;9 ,ii., 5042-e, '4'41/47 y/,g Inspector 71 *7et-te. Date 1t CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwtla, Wash'jnaton 98188 (206).433 -1849 Type of Inspection 77/ Site Address NS 6/ r Z'Gt , J &-- .�, Requestor G INSPEC':ON RECORD PERMIT # V/Y Date / - S Date Wanted 7 /%7 Project 6 - S J Phone # 6 72 6 Special Instructions Inspectio Results /Comments: Inspector Ly7 Date /0/2-� - • CITY OF TUKWILA INSPEC( f;ON RECORD Building Diyision Washington Boulevard PERMIT # t / (206)' 433 -1849 / �L` Date lc9/ // Type of Inspection �ll'� ` -7z �r�<�� bate Wanted /D /,� /V a.m. p.m. Site Address / j�5c' / -1. ..a.L� G,1 Q U. Project .2-s-/ . ,e Requestor r:e.,, f „teie.e.-vu.o Phone # Special Instructions Inspection Results /Comments: P16-244, Inspector 6-611,1, . � Date /�/ CITY'.OF TUKIII1LA Central Permit System 4.. _ ntrol No. 1)--/I-/ 7 Permit No. LI$4-/8 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ,Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation Project Name �,v Address i(450/ .i,Mitt'VU' 'hai/L, (L' .5 Type of Permit(s) C (9y O This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. s project is NOT approved by this department; the following corrections are necessary: () ( ) () () () () () () () () () Authorized Signature Date / This project is approved by th.i department: Authorized Si`'natre UeS Date \ CPS Form 3 CITY OF TUI. ILA 'Central Permit System jontrol No. >s' 7'" f t 7 Permit No. V c/ / FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works 1 Fire Dept. ❑ Police ❑ Parks/Recreation a Project Name i)--//4/ Address r f Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( ) () () () () () () ( ) () () () () Authorized Signature Date This project is approved by this department: Authorized Signature /,• C/ rYr'r Date CPS Form 3 Airefco, inc. December 14, 1987 City of Tukwila c /o: AIR SYSTEMS ENGINEERING 909 S. 28th St. Tacoma, WA. 98409 Dear Sirs; 13405 S.E. 30th, Suite 1A Bellevue, Washington 98005 (206) 747.5911 It is my understanding there is a question of whether the CARRIER 40RR012 fan coil units, installed by Air Systems Engineering, in the Six Star Office Building at Tukwila, were installed in a manner suitable for proper servicing. After inspecting both of the CARRIER fan coil units on December 14, 1987, and as a representative for CARRIER AIR CONDITIONING, I believe they were installed in a fashion suitable for serviceability. I sincerely hope this correspondence will prove beneficial to all parties involved with this job. Very Truly Yours; ( K. Bucher SKB /lf MORE CCar_ria) AIR CONDITIONING. IS LETTER Of TRANSMITTAL TO: RECEIVED CITY OF TUKW1LA p: ... .�.. 0l BUILDING DI O , DATE u 7611 South 180th St. Kent, Washington 98032 206/251-0638 DFc, 751 /957 JOBNO II1/00 Of / V /(14)11.1g ATTENTION DOAAIE & %rpf RE 7-14.E l )L 67;48 WE TRANSMIT: Attached ❑ Under separate cover via the following items: Shop Drawings ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter - ❑ Change Order 0 COPIES DATE NO DESCRIPTION 21 ,439 l/4 —r 0....s Di ct/i�y� R EUJ$eD ith /8 7 - o S/JDLJ va 1'C/t'IOiZ L tip 2y1 L/AJJF 1H 4T ,jULp,P L.�N /T. THESE ARE TRANSMITTED has Checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit Copies for approval VI For your use ❑Approved as noted ❑ Submit Copies for distribution fp As requested ❑ Returned for corrections ❑ Return Corrected plans ❑ For review and Comments ❑ FOR BIDS DUE 19 __ ❑ Remarks. COPY TO: i# /14/00 8iLJL ST Z ,acs to /`1l CO RATION cP5/ No INFORM US OF OMISSIONS IMMEDIATELY • A A -A l2TIAL .. t2.00 91.A1.-1 1,10 • :t21r-I(oP5/12T;11e' -1VA1 L111'J..:.W� 1 Cod . WAt L5 "CH12dULj4 e. r, :... Vet2 t22AV4 I h14 e)-0e).59 eq • 4" Ger2I A u:1-61.; !Z, woe-• col.lt.We.T Tv 'f1'Lt ss ITT 1 I.o A t off. DOTE di, oN, PI..M.T41tK =u 110%., G0- J(able r 5P(LIr�K'L1�.1z . uIJaG v NOT V IU- 4 1.E5 i IA 'q y.. t� ' ';41 F. 'l W °(# . ,, ir t CcIU1� Js er•04 • e 2EMov For, NP. t2FMovAL. O wi 5,1 ■ GH P ' ,II SrGT l O IJ AT I-4 r;i 2 r 0-61 DAVID MOTTER . ,44, CE 6220 ,). , ''•. %`r,► au,r. r. urw r� :VAL • 46 `.• t • tyg, CITY 0 APP DEC Vi.J!1_0! P.O. BOX 267 WOODINVILLE, WASHINGTON 98072 Phone: (206) 483.8585 SEA: (206) 628.0205 i',. �,y,. 9',>"^' fi?': /;9l]'%%'iM= i%Z /° a,:.:3�,.4.�u �� e. ��ierr ,t�,..t,....uz.- u..£,.,..�.to�, v�. • 2.i- le0A M. a-vaP, 1.413a --1F? t2c%-. 1-Ats A'ZflALH2oo:12.L21.: -I-re 1-10 t-r- 1/6 if V-elf2„ i2k6fice.Le #e.w wi elm vs,c4.1 ' L..t.1 24; 6 i24-.roe 13c•rrew1 • 4" loriii-lit:Le.tz; !-/_____f Likle- col4i.W.41 . To -risLiss kr. , 1 l:o 4.6 E r i ot-6 wore.2 oN pL.#44,-n-ILK .*7 v kloie% 4(91-10.4..1- in2-1,4144.10-tz ui.le -fgary or 0-4 c.Avri.P 6 I 1.4 dorel egIU44 idge. ar.Moveo VIP. t2a4.0v,1/44,464 41401Z9 pi I" 5,1 5 xle, No, pr jagA.,m, olvide4r BOAM lc) MUSS W 'TO 130104A4 /3rA4, 6/Y-44 10.c/I SE_CT1 A-r HP e,mylt+ - c7" CITY OF TUKVVILA -1-1c6Lk''6 APPROVED DEC 8 1987 A.3 NOTED RECEIVED CITY OF TUKwItit 8 1987 swum) bepr. tzevIeD 1/2.- e-57 GeluiJA ADING D!‘.1!S!ON f2aVISE30 '9.6./97 .DgE: PRAWN.6r. SHT. 8.172.14b7. 54 SCALE: BOSS MANUFACTIRES, P.O. BOX 267 WOODINVILLE, WASHINGTON 98072 Phone: (206) 483.8585 SEA: (206) 628.0205 111\ s ks� October 20th, 1987 Duane Griffin, Building Official Dept. of Building Tukwila 6200 South Center Blvd. Tukwila, Washington 98188 Dear Mr. Griffin: I am responding to a phone call from Howard Kenny AIA. concerning two projects in Tukwila, Washington, REF. 6 Star and DTC office building. Our staff and I personally have visited these sites frequently to insure a proper installation and a satisfactory completion. Each of these projects are receiving a 5 year material warranty, therefore we do check the smallest details of this type of project. The Senergy Wall System is being applied to achieve the highest quality Finish Wall System and utilizing the best proven building technology. If there are any questions please call me. I am including a package of information on the Senergy Wall System. 2556 N.W. Northrup Portland, OR 97210 503 - 227 -4614 • International Conference of Building Officials EVALUATION REPORT Report No. 3850 March, 1985 Filing Category: EXTERIOR COATING SYENERGY EXTERIOR WALL FINISH AND INSULATING SYSTEM SYENERGY METHODS, INCORPORATED 1367 ELMWOOD AVENUE CRANSTON, RHODE ISLAND 02910 1. Subject: SYcnergy Exterior Wall Finish and Insulating System. 11. Description: A. General: The system may be applied to substrates of minimum ' /2- inch -thick gypsum sheathing or concrete that has irregulari- ties no greater than inch. The exterior wall insulating and finish system is a four-component system that is applied to exterior concrete or concrete masonry walls and walls of core - treated. water-resistant gypsum sheathing attached to steel studs. The four components consist of an adhesive. poly- styrene insulation board, woven -glass reinforcing and finish coat. Allowable wind loads up to 30 pounds per square foot are permitted on minimum' /•inch Type X. core - treated. water - resistant gypsum sheathing attached vertically to minimum No. 18 gauge steel studs spaced a maximum of 24 inches on center with No. 8 1'.4- inch- long. 'Me -inch- diameter washer - head, self - drilling screws spaced at 8 inches on center on all edges and 12 inches on center in the field. The studs must be designed to resist the imposed loads. B. Materials: Adhesive or base coat: This consists of one part SM1 hasc coat to one part portland cement, with enough water for workability. The base coat also serves as an adhesive for the foam board to the substrate. The pot life is the same as regular mortar. insulation Board: An expanded polystyrene board with an average density of one pound per cubic foot, Class 1 flame spread and a smoke - density rating not exceeding 450. The board has a minimum thickness of inch. Reinforcing Fabric: A balanced open - weave glass -fiber fabric of twisted multiend strands placed approximately 'nb inch on center each way and having a weight of 4 ounces per square yard. The glass fiber is alkali resistant. Finish Coal: A proprietary mixture of acrylic polymer. special chemi- cals and graded sand. Gypsum Sheathing: Core treated. water- resistant gypsum sheathing board complying with U.B.C. Standard No. 47.10. C. Application: The substrate must be structurally sound, clean. dry and free of all material that may reduce bonding of the adhesive base coat. The insulation board is applied horizontally in running bond to vertical surfaces. beginning at the base from a permanent or base support. The SMI base and finish coats are applied and allowed to cure for at least 24 hours and until dry. The coating must not be applied if the ambient air temperature is expected to fall below 40'F during a 24 -hour period follow - ing its application. Adhering the foam board to the substrate requires u ribbon of the base coat approximately 2 inches wide by 1.4 to 't• inch thick. trowel applied to the entire perimeter of each hoard. Dabs or ribbons of the base coat, at the same or greater thickness. are applied to the interior board area approximately 8 inches on center. The foam board is installed by sliding it into place onto the substrate and then applying pressure over the entire surface to ensure uniform contact. All joints are butted tightly to ensure an overall flush surface. Corner beads. casing beads and expansion joints are installed and completely embedded in the wet base coat. All board irregular- ities greater than 1.10 inch must be eliminated. Thc SMI base is then applied to the entire board surface by troweling to a uniform thickness of approxi- mately 'h,, inch. The SMI fiberglass reinforcing fabric is placed against the wet base coat and. by troweling from the center to the edges, is embedded into the coating. The reinforcing fabric must be continuous at all corners and lapped at least 21,2 inches at fabric edges. Before proceeding to the finish coat application. the base coat must be dry and hard. which normally requires 8 to 10 hours. The No. 1120 finish coat is then applied directly to the fabric and base coat and leveled during the same operation to the minimum obtainable thickness consistent with uniform coverage. The final thickness shall not be less than the diameter of the largest aggregate of the finish coat. approximately gin inch. Identification: All products bear a label containing the name of the product. the manufacturer's name and the initials "SMI" on each product other than the insulation board. Each insulation board must be identified along the edge. and one board from each insulation package must bear the same identification on both faces. The board identification is as set forth for the WSG hoard in Evaluation Report No. 4169. In addition to the WSG board, insulation hoards may be identified on one edge of each board and on each face of one board in a bundle with the following wording: SMI• ICBO Evaluation Report No. 3850 —RADCO tNER -2041. *Numbered code designating Klock molder 111. Evidence Submitted: Reports on moisture, salt-spray, freeze -thaw . mildew. impart. transverse load, fire -bond. v. eatherometer. chemical and abrasion - resistance tests. Findings IV. Findings: That the Stenergv Exterior Nail Finish and Insulation System is an alternate method of construction to that specified in the 1982 Uniform Building Code, subject to the following conditions: 1. Construction is as set forth in this report and the manufacturer's instructions. 2. The insulation board is separated from the building interior with a thermal barrier complying with Section 1712 (at of the code. This system may be installed on noncombustible exterior walls, provided the insulation board does not exceed a 4 -inch thickness and installation is by applicators approved by S)•energ) Methods, inc. 3. The system may be attached to the surface of an exterior fire• resistive assembly without changing the assigned hourly rating. This report is subject to re- examination in two years. ICHO evaluation reports are issued softly to provide information to Class .4 members of the organization utilizing the code upon which the report is bawd, Evaluation reports are not to be construed as representing aesthetics nr any other attributes not. specifically addressed nor as an endorsement or recommendation fur use of the .subject report. This report is bated upon independent tests or tither irchnical data .suhmitlyd M the applicant. The 1(•n() technical staff has reviewed the test results and•'ar other data, but does Wig pu'se.t i lest /at'i1itics In maAran indrpe ndent teriju atinn. There is no warranty by I('80, expressed or implied, as to any "Finding" or other matter in the report or at to any product covered by the report. This disclaimer includes, hat is not limited to, merchantability, Page 1 of 1 SYENERGY METHODS, INC. MATERIAL SAFETY DATA SHEET (similar to OSHA For 20) PRODUCT NAME: SYENERGY BASE COAT SECTION I W2805 -03 SUPPLIER'S NAME: Syenergy Methods, Inc. Telephone: 401/467 -2600 ADDRESS: 1367 Elmwood Ave. Cranston, RI 02910 TRADE NAME b SYNONYMS: SYENERGY BASE COAT, primer CHEMICAL NAME: Water based suspension FORMULA: Proprietary mixture SECTION II - HAZARDOUS INGREDIENTS This mixture is not considered hazardous as defined in 29CFR 1910. 1200 *, paragraph d5, hazard determination, part ii. The mixture contains no hazardous ingredients in quantities greater than 1% and no carcinogens in quantities greater than 0.1%. SECTION III - PHYSICAL DATA BOILING POINT: 212oF. VAPOR PRESSURE: Less than water VAPOR DENSITY: N/A SOLUBILITY IN WATER: dilutable SPECIFIC GRAVITY (H20 -1): 1.55 PERCENT VOLATILE BY VOLUME•(%): 12% EVAPORATION RATE (Ether '.1): Less than water APPEARANCE AND ODOR: Grey material; pH 8.5 - 9.5, alight ammonia smell. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT: N/A EXTINGUISHING MEDIA: non - combustible UNUSUAL FIRE AND EXPLOSION HAZARDS: May splatter if exceeds boiling point. *Federal Register, Part IV, Department of Labor Occupational Safety and Health Aministration Hazard Communication; Final Rule November 25, 1983 SECTION V- HEALTH HAZARD DATA THRESHOLD LIMIT VALUE: See section II EFFECTS OF OVEREXPOSURE: Eye contact causes irritation. Prolonged or repeated skin contact may cause mild irritation. EMERGENCY AND FIRST AID PROCEDURE: Immediately flush eyes with plenty of water. Get medical attention. Flush akin with water. SECTION VI- REACTIVITY DATA STABILITY: No unstable conditions expected. INCOMPATABILITY: None expected. HAZARDOUS DECOMPOSTION PRODUCTS: None expected SECTION VII- SPILL OR LEAK PROCEDURES ,CEPS TO BB TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Wipe up spillage with disposable absorbent material. WASTE DISPOSAL METHOD: Incineration in accordance with State and local ordinances regarding disposal of organic waste products. SECTION VIII- SPECIAL PROTECTION INFORMATION VENTILATION: General PROTECTIVE EQUIPMENT: Eye goggle or glasses SECTION IX- SPECIAL PRECAUTIONS Avoid contact with eyes. Keep from freezing. Store in a cool area away from direct sunlight. Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our knowledge and belief but is not guaranteed to be so. Since conditions of use are beyond our control, we make no warranties, expressed or implied,..except those that may be contained in our written contract of sale or acknowledgement. • • SYENERGY METHODS, INC. MATERIAL SAFETY DATA SHEET (similar to OSHA Fora 20) PRODUCT NAME: SYENERGY REINFORCEMENT FABRIC, FINISHED SUPPLIER'S NAME: ADDRESS: SECTION I Syenergy Methods, Inc. 1367 Elmwood Ave. Cranston, RI 02910 W2805 -02 Telephone: 401/467 -2600 TRADE NAME & SYNONYMS: SYENERGY REINFORCEMENT FABRIC CHEMICAL NAME & SYNONYMS: fiberglass fabric, finished CHEMICAL FAMILY: ceramics FORMULA: mixture of ceramic oxides SECTION II - HAZARDOUS INGREDIENTS This mixture is not considered hazardous as .defined in 29 CFR 1910. 1200 *, paragraph d5, hazard determination, part ii. The mixture contains no hazardous ingredients in quantities greater than 1% and no carcinogens in quantities greater than 0.1%. SECTION III - PHYSICAL DATA BOILING POINT: N/A VAPOR PRESSURE: N/A SOLUBILITY IN WATER: 0.003% SPECIFIC GRAVITY (1120 Nil): 2.596 PERCENT VOLATILE BY VOLUME '(X): 1.02 EVAPORATION RATE (Ether In1a: N/A SOFTENING POINT: 830oC APPEARANCE AND ODOR: SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT: none EXTINGUISHING MEDIA: none. Use water, CO2, cartons. UNUSUAL FIRE AND EXPLOSION HAZARDS: none or dry chemical for • SECTION V- HEALTH HAZARD DATA THRESHOLD LIMIT VALUE: N/A EFFECTS OF OVEREXPOSURE: Mild skin irritation EMERGENCY AND FIRST AID PROCEDURES: Wash from skin with soap and water. SECTION VI- REACTIVITY DATA STABILITY: Stable HAZARDOUS POLYMERIZATION: will not occur INCOMPATABILITY (materials to avoid),: Exposure to hydrofluoric acid SECTION VII- SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Mechanically recover or remove. WASTE DISPOSAL METHOD: burial SECTION VIII- SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: N/A VENTILATION: (mechanical) moderate ventilation will improve workers comfort. PROTECTIVE GLOVES: N/A EYE PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: N/A SECTION IX- SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: Material is dense and often heavy. Adequate material- handling equipment is frequently required. Take adequate safety precautions to prevent dropping heavy rolls on personnel. Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our knowledge and belief but is not guaranteed to be so. Since conditions of use are beyond our control, we make no warranties, expressed or implied, except those that may be contained in our written contract of sale or acknowledgement. • • SYENERGY METHODS, INC. MATERIAL SAFETY DATA SHEET (similar to OSHA Form 20) PRODUCT NAME: SYENERGY INSULATION BOARD SECTION I SUPPLIER'S NAME: ADDRESS: W2805 -04 Syenergy Methods, Inc. Telephone: 401/467 -2600 1367 Elmwood Ave. Cranston, RI 02910 TRADE NAME & SYNONYMS: SYENERGY INSULATION BOARD, eps, bead board CHEMICAL NAME & SYNONYMS: Expandable polystyrene, Foam polystyrene CHEMICAL FAMILY: Impregnated organic polymer SECTION II - HAZARDOUS INGREDIENTS MATERIAL OR COMPONENT VEHICLE SOLVENTS: Pentane <7 Caution: Extremely flammable TLV (units) 600 ppm SECTION III - PHYSICAL DATA BOILING POINT: N/A VAPOR PRESSURE (blowing Agent at 25 °91: Solid VAPOR DENSITY: Heavier than air SOLUBILITY IN WATER: negligible SPECIFIC GRAVITY (H20 -1): 0.94 PERCENT VOLATILE BY VOLUME (X): EVAPORATION RATE (Ether 4.1): N/A INCOMPATABILITY (materials to avoid): Organic solvents will attack foam and destroy its cell structure. APPEARANCE AND ODOR: White beads having a slight solvent odor. HAZARDOUS DECOMPOSTION PRODUCTS: Pentane blowing agent, hydrogen halide, haolgen, carbon monoxide and carbon dioxide. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT: (Tag open cup) FLAMMABLE OR EXPLOSIVE LIMITS: LEL:1.5 (percent by volume in air) UEL: 3 EXTINGUISHING MEDIA: Dry chemicals, carbon dioxide and water spray and /or solid stream. AUTOIGNITION TEMP: Polystyrene 910 - 925( °F.) UNUSUAL FIRE AND EXPLOSION HAZARDS: Not an ICC dangerous article, however, pentane blowing agent slowly diffuses from polystyrene and .could form combustible mixtures with air. Produces dense smoke when burning. Static charges generated when beads are handled are . difficult to dissipate because they are effective insulators. SECTION V- HEALTH HAZARD DATA No significant health hazard is expected to result under conditions of normal occupation use of this material. EFFECTS OF OVEREXPOSURE: No adverse health effects are expected to occur upon exposure to the material. The blowing agent may produce a slight anesthesia if an individual is exposed above the TLV for extended periods. The antidote for this is fresh air. Call physician. Do not give epinephrin or similar drugs. SECTION VI- REACTIVITY DATA STABILITY: Stable HAZARDOUS POLYMERIZATION: will not occur SECTION VII- SPILL OR LEAK PROCEDURES PRECAUTIONS IF MATERIAL IS SPILLED OR RELEASED: sweep, shovel or vacuum material into containers. Beads on the floor present's walking hazard. Good housekeeping practices should be employed in case of spills. Sources of ignition must be eliminated from the area. WASTE DISPOSAL METHODS: sweep, shovel or vacuum material into containers. Reclaim or dispose via sanitary landfill or adequate incinerator, according to federal and state regulations. SECTION VIII- SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: When exposure above the established standard during processing le likely, respiratory protection program which complies with OSHA General Industry Standard 1910 and respiratory equipment approved by NIOSH /MESA should be implemented. VENTILATION: (mechanical) sufficient to keep below TLV of 100 ppm OTHER PROTECTION: non-static creating clothes and conductive shoes should be worn. • SECTION IX- SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: Transport in sealed drums. Foam containers should be stored in well ventilated areas where the ambient temperature is below 80 degrees F. Open drums in processing area only. Allow 10 minumtes after opening for dissipation of vapors before use. Keep open containers away from sources of ignition. OTHER PRECAUTIONS: Use self- contained air masks to enter smokey area in event of a fire. Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best .of our knowledge and belief but is not guaranteed to be so. Since conditions of use are beyond our control, we make no warranties, expressed or implied, except those that uay be contained in our written contract of SYENERGY METHODS, INC. MATERIAL SAFETY DATA SHEET (similar to OSHA Form 20) PRODUCT NAME: SYENERGY FINISH COAT SECTION I SUPPLIER'S NAME: Syenergy'Methods, Inc. ADDRESS: 1367 Elmwood Ave. Cranston, RI 02910 TRADE NAME 6 SYNONYMS: SYENERGY FINISH COAT CHEMICAL NAME :_ Water based suspension FORMULA: Proprietary mixture W2805 -01 Telephone: 401/467 -2600 SECTION II - HAZARDOUS INGREDIENTS This mixture is not considered hazardous as defined in 29CFR 1910. 1200 *, paragraph d5, hazard determination, part ti. The mixture contains no hazardous ingredients in quantities greater than 1X and no carcinogens in quantities greater than 0.12. SECTION III - PHYSICAL DATA BOILING POINT: 2120F. VAPOR PRESSURE: Less than water VAPOR DENSITY: N/A SOLUBILITY IN WATER: dilutable SPECIFIC GRAVITY (H20 -1): 1.85 PERCENT VOLATILE BY VOLUME (X): 13.5 EVAPORATION RATE (Ether -1): Blighty less than water APPEARANCE AND ODOR: Stucco type appearance; pH 8.5 9.5, slight ammonia smell. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT: N/A Not a fire or explosion hazard. May splatter if exceeds boiling point. *Federal Register, Part IV, Department of Labor Occupational Safety and Health Aainistration Hazard Communication; Final Rule November 25, 1983 SECTION V- HEALTH HAZARD DATA THRESHOLD LIMIT VALUE: See section II EFFECTS OF OVEREXPOSURE: Eye contact causes irritation. Prolonged or repeated skin contact may cause mild irritation. EMERGENCY AND FIRST AID PROCEDURE: Immediately flush eyes with plenty of water. Get medical attention. Flush skin with water. • SECTION VI- REACTIVITY DATA STABILITY: No unstable conditions expected. INCOMPATABILITY: None expected. HAZARDOUS DECOMPOSTION PRODUCTS: None expected SECTION VII- SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Wipe up spillage with disposable absorbent material. WASTE DISPOSAL METHOD: Incineration in accordance with State and local ordinances regarding disposal of organic waste products. SECTION VIII- SPECIAL PROTECTION INFORMATION VENTILATION: General PROTECTIVE EQUIPMENT: Eye goggle or glasses SECTION IX- SPECIAL PRECAUTIONS Avoid contact with eyes. Keep from freezing. Store in a cool area away from direct sunlight. Wash skin with soap and water. Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our knowledge and belief but is not guaranteed to be so. Since conditions of use are beyond our control, we sake no warranties, expressed or implied, except those that may be contained in our written contract of sale or acknowledgement. ig SENERGY INC. WALL SYSTEM EXTERIOR INSULATION AND FINISH. • ISSUED TO. SERIAL NO 1987 - 88/.10 DATE' August 14, 1987 MANUFACTURER'S WA D& P L ore;: t i e 4811 SeE. Port 1 n' PROJECT NAME* Direc !fir Bui ldir�q PROJECT LOCATION' ' • -t 1 n d, OR INSTALLED BY' Eri. ;;son's Plastering Specialties Senergy Inc., heteinaf : eferred to as "SI" hereby warrants that its system, a four compo- nent exterior wall insulation system including SI Insulation Board, SI Reinforcing Fabric, SI Base Coat and SI Finish Coat, when applied in accordance with written specifications, incorpor- ated herein and made a part hereof and when applied to approved surfaces, will not within a period of five (5) years after application under normal weather conditions, lose its bond, peel, flake or chip, and further, that it will be fade resistant and will be water resistant so long as surface integrity is retained. This warranty applies only to SI products and is void if, the SI products are intermixed with other materials. This warranty applies only to application on approved substrates and does not include fail- ures caused by acts of God, falling objects, explosions, structural movement, fire, floods, chem- ical fumes or foreign substances In the atmosphere. No other warranties are made except those expressly described herein. The exclusive and sole remedy under this warranty shall be that SI by way of damages will be to supply replacement material without expense to the buyer. Any claims under this warranty shall be made in writing addressed to Senergy Inc., 1367 Elmwood Avenue, Cranston, Rhode Island 02910, Attention: President, within thirty (30) days from the date of the alleged failure. A representative of SI shall be given reasonable opportunity to inspect the alleged failure. This constitutes the entire warranty agreement, and SI makes no other warranties, expressed or implied, by operation of law or otherwise. No modifications, changes or amendments to this agreement may be made except in writing. SQUARE FEET: 3,200 ,A •1 'I .t":u. SENERGY INC. BY: Senergy Inc., 1367 Elmwood Avenue, Cranston, R.I. 02910, (401) 467 -2600 Wind •lock MECHANICAL FASTENING SYSTEM For exterior insulation and finish systems. 0 Exterior Insulation and Finishes... a proven and accepted method 2 The introduction of exterior insulation and finish.sys- tems into the construction industry has been widely accepted and proven effective and trouble -free. The versatility of these systems has opened new vistas in design to builders and architects alike. Adhe- sives are sometimes expensive and impractical due to improper substrate surfaces, weather conditions and temperature variations. Now - New Wind -lock Mechanical Fastening System The new Wind -lock fastening system is fast, positive and versatile. Eliminate the limitation of adhesives on painted surfaces, use Wind -lock. Wind -lock can be fastened to any substrate: Wood panels or studs Steel studs, panels, channels or girts Unit masonry (brick /block) or poured concrete In the past only clean, unpainted masonry surfaces were suitable substrates for exterior insulation and finish systems. Wind -lock has considerably broadened the scope of such usage. Painted masonry surfaces (block, brick, stucco or concrete) can generally accept one of the fasteners which are designed for use with these materials. Painted or unpainted plywood, flake board and other wood sidings are now natural and permanent substrates. The use of adhesives on exterior grade gypsum no longer need be a concern. Wind -lock can be used alone or in conjunction with adhesives. Wind -lock is positive screw fastening.* Wind -lock is fast and easy to install. They can be installed in any reasonable weather and temperature conditions. Standard electric screw guns are all the tools required. Follow -up work can begin immediately after application of Wind-lock--no waiting for adhesives to set -up. 'See pull -out charts on page 6 for data. 1. WindIock..the system Wind -lock is an engineered system specifically designed for the special needs of exterior insulation and finish systems. The Screw Fasteners Wind -lock screw fasteners are correctly sized to pro- vide easy length selection and flexibility for standard insulation thicknesses. Wind -lock screw fasteners are available and designed for steel, wood and masonry applications. Steel and wood substrates utilize specially plated self - drilling screws; threaded anchors are used for masonry substrates. All Wind -lock screws are specially electro zinc plated and surface treated with yellow dichromate for extended corrosion resistance. With the Wind -lock mechanical fastening system, insulation is anchored to the framing and substrate members. No more delamination resulting from adhesive failures because of bad surface. Wind - lock's natural polypropylene color virtually eliminates potential problems resulting from ultraviolet absorption and the resulting temperature differential from fastener materials. The Wind -lock Plate The Wind -lock plate permits the finished surface to move and absorb impact without fastener breakout through the exterior finish since the fastener seat is recessed 3/8" below the surface. This allows impact/ compression of the insulation without damage to the finish. Wind -lock plates have a specially textured sur- face to aid in prime coat adhesion. The surface finish stays firmly adhered to the plate because the base coat is locked into unique reverse angle keys ail around the plate. Wind -lock is a non- thermal bridging polypropylene plastic and since the fastener head is recessed, the fastener does not conduct heat. Special overlapping fingers keep the base coat out of the recessed area while providing a consistent keying surface for adhesion. Therefore, there is no exces- sive build -up of troweled -on material and no skimp- ing of excess material to cause irregular surfaces. Wind - lock's large radius corners permit fastening close to openings, window frames and door jambs. MASONRY ANCHOR BEVELED v1Verir k4oiWittf,Nff SELF -DRILL SCREW FOR WOOD OR STEEL REVERSE ANGLE OVERLAPPING EDGE BASECOAT KEYS FINGERS RECESSED FASTENER SEAT TEXTURED SURFACE SPACE ALLOWS PLATE AND SURFACE TO MOVE RADIUS CORNERS BASECOAT LOCKS INTO OVERLAPPING FINGERS SPACE CREATES THERMAL BREAK BASECOAT MECHANICALLY ATTACHED TO TEXTURED SURFACE DUE TO REVERSE ANGLE KEYS 3 Application and Fastener Selection Data WOOD SUBSTRATE FASTENER LENGTH STEEL SUBSTRATE STEEL SUBSTRATE 4 NOM. LENGTH 1.140tOositi4steiMi THREAD • LENGTH 3 2 21/2 3 1/8 1% 1% COMPOSITE 1/2" THICKNESS FASTENER LENGTH 1" NOM. LENGTH Il_ekttlrAworivilto0 3 21/2 2 THREAD LENGTH 2" 2/2" 2 21/2 3" 3 11/8 1% 15/8 1% 3/4" 1 15/1 1,!ii:13.,t itiNi' ::Yr 'r`,',....',0` AV, , V; 'la ti.! 2%" 1/4" " I: :1;WAY: f;':.; 't,;.1.'tj.:.; '•:';';', ;',-.V,'N' II 25/8" giqt .,fg! 21/8" 15/16" 3/4" gl 1/8" li iiia'; 'iliV'.:. 4.:',;.`'P Al2• 'XI 21/8" 3/4" '5A0" 5/8" z',,, ',''.-. 11/8" 0,:ii"ii, COMPOSITE 1/2" THICKNESS FASTENER LENGTH 1" NOM. LENGTH Il_ekttlrAworivilto0 3 21/2 2 THREAD LENGTH 2" 2/2" 2 21/2 3" 3 11/8 1% 15/8 1% COMPOSITE 1/2" THICKNESS - 1" 2" 21/2" 3" '/8" • • 1 15/1 " I, ge eva MI .10 *I 17/, " I: :1;WAY: VO. SO Rai II 25/8" 15/16" li iiia'; ',P,,.i1 M-0 '‘',,W 'XI 21/8" '5A0" 5/8" 0,:ii"ii, 1 COMPOSITE 1/2" THICKNESS - 1" 2" 21/2" 3" '/8" • • • PLYWOOD SUBSTRATE COMPOSITE PLYWOOD THICKNESS MASONRY SUBSTRATE FASTENER mina . rant. DRILL HOLE 1/2" DEEPER THAN FASTENER PENETRATION COMPOSITE • THICKNESS NOM. LENGTH thiAl r*4eots#45'ke1W+1 THREAD • LENGTH 3 2 21/2 3 1% 15/8 COMPOSITE 1/2" THICKNESS FASTENER LENGTH 1" NOM. LENGTH 23/4 21/4 1% THREAD LENGTH 2" 21/2" 13/4 21/4 3" 23/4 11/2 11/2 v/16' 15 /e 115/6" rn 21/1 s Vi' :. ; 2%" 3/4" 1y�s i }:1 21/8" i(i1; 11/1E7 ,..:.: 15/ "'.I 15/8" 6" I him''. .... 15/16" 11/8" COMPOSITE 1/2" THICKNESS FASTENER LENGTH 1" NOM. LENGTH 23/4 21/4 1% THREAD LENGTH 2" 21/2" 13/4 21/4 3" 23/4 11/2 11/2 COMPOSITE 1/2" THICKNESS 1" 2" 2 /2„ 3" 5 v/16' 15 /e rn 21/1 s Vi' +i': f' ,• 15/8„ 3/4" i(i1; 11/1E7 COMPOSITE 1/2" THICKNESS 1" 2" 2 /2„ 3" 5 Specifications and Test Data Pull -out Strength (pounds ultimate) STEEL SUBSTRATE Galvanized Steel Framing (through penetration ") NOMINAL GAGE 14 16 18 20 22 24 26 MINIMUM YIELD STRENGTH IN 1000 PSI (ASTM A446) 50 50 37 33 33 50 50 PULL -OUT STRENGTH 641 493 374 242 225 179 122 x o 8 a °3 LL SUBSTRATE Wood 2x Dimensional Lumber (minimum 1,400 PSI unit stress) PENETRATION' 3/4" 1" 1-1/2" PULL -OUT STRENGTH 474 603 1,240 c 8 t a SUBSTRATE Plywood (exterior grade) THICKNESS 3/4" 5/8" 1/2" 3/8" PENETRATION' THRU 3/4" THRU THRU THRU PULL -OUT STRENGTH 524 435 498 311 252 POURED CONCRETE SUBSTRATE Poured Concrete (2,500 PSI minimum compression) PENETRATION" 1" nominal 1 -1/4" nominal 1 -1/2" nominal SHEAR 703 (Ibs. ultimate) 740 (Ibs. ultimate) 771 (Ibs. ultimate) PULL -OUT STRENGTH 827 1,152 1,210 1 CONCRETE BLOCK SUBSTRATE Hollow Load Bearing Block (ASTM C- 90 -75, grade N, type I) PENETRATION" 1" nominal 1 -1/4" nominal 1 -1/2" nominal SHEAR 683 (Ibs. ultimate) 683 (Ibs. ultimate) 683 (Ibs. ultimate) PULL -OUT STRENGTH 400 633 917 (') Through penetration of substrate is defined as a minimum of 1/4" pro ection of the fastener point beyond the back surface or the framing substrate. Penetration depth shown by a dimension is defined as total fastener penetration including the drill point. (•) Installation into concrete requires pre - drilling with carbide tipped masonry drill specifically sized for the CONFAS Anchor. Hole shall be drilled approximately 1/2" deeper than fastener penetration. Pull -out lest results were obtained by independent testing conducted by Pittsburgh Testing Laboratories. Values obtained from that testing equals or exceeds values shown in table. (P.T.L. Report No. 841333 and No. 818086 -A) NOTE: Concrete and unit masonry in its assembly is naturally inconsistent and may not always prove to be an entirely suitable substrate for Threaded anchors. Recommended Spacing for EPS Board }-- 16- 1- 16 —� -16 Short Form Specifications: Exterior Insulation Board shall be secured to wall framing. (steel and/or wood or; masonry walls'with Wind Ioc Mechanical Fastening System. Fastener concentration shall be as follows: 1" Thick EPS Board (2'x4'):. 10 Wind -lock Per Board 1-1/2" and greater thicknesses (2'x4'): 8 Wind -lock Per Board Refer to Owens Corning Fiberglas Technical publication for Wind -lock fastener placement on Glas- Lath". Typical Wind - lock'" Spacing; 1-1/2" and Thicker EPS Board , (8 Per Board) 3 • • • --•- 9 • -f-- —.- 9 • y —•- • • Typical Wind - lock' Spacing; 1" EPS Board (10 Per Board) Wind -lock fastener lengths and locations shall be as shown in Wind -lock Publication No 86021 0. STEEL AND WOOD FRAMED CONSTRUCTION: Wind -lock fastener assembly for securing insulation board to steel, plywood and 2x dimension wood framing members shall be special Wind -lock self drilling fasteners with zinc, plating and iridescent yellow dichromate posttreatment. A Wind -lock plate is required for each fastener. MASONRY CONSTRUCTION: Wind -lock fastener assembly for securing insulation board to unit masonry or poured ,. concrete walls shall be special #12 flat countersunk head CONFAS anchors with zinc plating and iridescent yellow dichromate post treatment. A Wind -lock plate is required for each fastener, Holes for the threaded anchor shall be pre- drilled with specially sized CONFAS carbide tipped masonry. drill bits,. 6 • Installation Tips Tools: For steel or wood substrates a 0 -2500 RPM variable speed electric screw driver should be used. For masonry substrates an electric hammer drill should be used to drill the pilot hole and drive the threaded anchor. Specially sized CONFAS masonry bits are required and the pilot hole should be approximately 1 2" deeper than the anchor penetration. For Best Results: 1. The Wind -lock fastener is ideally embedded to a maximum depth of 1 16 inch below the surface plane of the insulation. 2. High build, low shrinkage adhesives to "flank over" the Wind -lock fastener are readily available. Such materials are specifically formulated to avoid dimpling. 3. In perimeter installation, the Wind -lock fastener is ideally positioned approximately one inch from the edge of the insulation; however, because of its unique design it may be positioned to the outer edge of the insulation. 4. Because alkalis and other corrosives are present in the finish system, specially plated threaded fasteners such as specified in this brochure are necessary. Also refer to the convenient table which shows proper length, diameter and fastener types for use in various substrates. 7 • ARK Material Distributor Portland (503) 2274614 Distributed by Seattle (206) 824.9208 -MA Wind •lock CORPORATION P.O. Box 4415, Mt. Penn, PA 19606 215/376.4555 800 /USA -LOCK The insulation fastening applications described herein are intended to represent those most typical. For special installations or unique job conditions please contact Wind -lock Corporation for suggested options to meet your specific needs, 860210 -ST Patent Pending Printed In the U.S,A, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor July 31, 1987 Fire Department Review Control No. 87 -147 Re: Six Star - 14501 Interurban Ave. So. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Page number 2 color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 4. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) Local UL Central Station Supervision is required per (UFC 10.309) 5. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 6. Fire hydrants are required as detailed in City Ordinance #729. 7. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 8. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 9. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 10. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Page number of construction (UFC 10.301) 11. If the second floor corridor is not rated 1 -hr including walls, ceiling and door assemblies, a fire alarm system per UBC 3305(g) exception 5 shall be installed. This system must be reviewed and approved by the Tukwila Fire Department prior to commencing any fire alarm work. Yours truly, The Tukwila Fire Prevention Bureau • Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624.8150 July 28, 1987 _11 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04 (6 Star) Dear Mr. Griffin, 019871 GlTY OF TUKWILA PLANNING Ci;. PT. We have received additional plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and Washington State Energy Code. All our comments have been satisfactorily answered. Please call if you have any questions. Sincerely,' MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, - Washington 98101 (206)624 -8150 ~ \ July 23, 1987) =_111 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04 (6 Star) Dear Mr. Griffin, JUL 27 1987 '. t^!!'( u, u,,,1. ...r\ ......... -) We have received additional plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. Structural 1. All our comments have been satisfactorily answered. Ordinance 1. Provide stair section and handrail heights to verify compliance with Section 3306(j). 2. We must have 2 complete sets of signed and stamped architectural drawings. Provide Sheets A3 and A4 and a complete second set of Architectural drawings. Regulations for Barrier Free Facilities 1. Womens bathroom does not comply with barrier free access; there must be 4' -0" between the front of the handicapped stall and lockers, only 3' -6" is provided. 2. Mens bathroom does not comply with barrier free access; there is not an unobstructed floor space within the room of sufficient size to inscribe a circle of 60" diameter. Doors in any position may not encroach into this space more than 12 inches. 3. Complete dimensions of first floor toilet facilities and shower plans to verify barrier free accessibility. Include shower grab bar height and length. 4. Water fountain within alcove is not accessible. Provide 24" minimum between wall and side of fountain; show all clearance dimensions. •. . b July 23, 1987 Duane Griffin City of Tukwila Re: 87 -T -04 Page two Washington State Energy Code 1. All our comments have been satisfactorily answered. Please call if you. have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 t Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624 -8150 July 8, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -04B (6 Star) Dear Mr. Griffin, Wfq, JUL 1 0 19871 Cl l `i PLANt it7.! - W p-r We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. Structural 1. Provide Architect's and Engineer's signature on drawings and an engineer's stamp with signature on structural calculations. 2. Show skylight framing on roof plan. 3. Indicate all posts on roof framing plan. 4. Due to the flexible diaphragm, design east /west shear walls by tributary area method. 5. On Section 9/S2, connection of exterior glu -lam beams to the W21 remains unclear. Show all welds and connectors. 6. Call out tube steel column, at intersection of W21x44 and corner of stair walls, on second floor plan. 7. At the east projection of the building, the extend of the span of the W21x44 is unclear. The beam should extend to the southwest exterior wall. Call out tube steel column at the exterior wall and shear wall. 8. On Section 8/S2, call out weld size between 3/4" plate and 3x1/4" plate. 9. Provide detail of glu -lam to post connection. Ordinance 1. Architectural drawings are incomplete, more comments may arise when the complete set is submitted. 2. Provide enlarged stair plans to demonstrate compliance with Section 3306. Top landing at stair 1 violates Section 3306(g). 3. Provide exit signage per Section 3314. July 8, 1987 Duane Griffin City of Tukwila Re: 87 -R -04B Page Two 4. Halls 209 and 213 are to narrow, the minimum width for a corridor is 44" clear. 5. Smoke alarms should be indicated on plans to show compliance with Section 3305(g) exception 5. 6. Include the following note on second floor plan at lease area, "Tenants will be responsible for submitting tenant improvement drawings showing compliance with Uniform Building Code prior to occupancy." Regulations for Barrier Free Facilities 1. Provide detail 3/A2 of handicapped entrance ramp. 2. Provide enlarged plans and elevations of 1st floor bathrooms to show compliance with barrier free regulations. Include elevation of drinking fountain. Washington State Energy Code 1. Air Systems Engineering Inc. should submit a signed stamped letter certifying compliance of the structure with the Washington State Energy Code, or provide calculations including square footages and wall materials used to obtain the results given in their June 26, 1987 letter. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Howard Kinney 5220 Highland Drive Bellevue, Washington 98006 =1� Mahan &DeSarlvo r City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20S) 433 -1100 Gary L. VanDusen, Mayor MEMORANDUM TO: C1 -31 -lU7:/ VJ dta r Jul A/0,9 -Pi'ie FROM: e°rktd, cawij DATE: 9-.9-81 SUBJECT: P OLUOini Wit iA_L%/11/ _,S 1..4 .. ; . I .Ii IV it ` 7 1114/ cimacid A & auAtui &t Cold, .4i to 1. . I .L.I /.,I i /l..A .4 1 . I, 1,1 _JAL'. /16t; tOkulAJ ij7auJrL, mat bb LbywavilteL -to Livaia,b OJ,aMAR) Lute& aikei4, -tarn -e . Q,P. +IRA 6)-���7 Lericuu6(v 011,b. IALciii palm) -En Lira de tAl c City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 COS) 433 -1800 Gary 1. VanDusen, Mayor MEMORANDUM TO: File 7 , ' , ( 3 / g7)1-5'7 -11-1 dbYL 6,/ i . FROM: £ d't1.- kC/Lb DATE: 5 1- d'7 SUEJECT: Fe 10 T4- C .J i _ ..t1�t..r„ P, u )l21 .In(1 IloglLi L 1J-Y1 r ar & arc q, u1 UC LuCdi L 199q. 0 0 B i & j , . rri t- 1,2 ? 4 U U Pan x,1,1 ChNcy,!1. ■ -. CITY OF TUKWILA Building Division 6200 Southcenter Bo devard Tukwila, Washington 98188 (206) 433 -1845 u " BUILT "NG PERMIT APPLICA'''ON t Control ft g e7 `1 7 Site Address " 1.4VtJ tidt'GX(fl' ,Vl f3'ie . ''. Suite# Floor# Project Name /Tenant six gj'wr S1)0441,11 Valuation of . onstruction .4.60)ezien Assess (irs Account# Property Ov arm. _7 1)C eqa4e f tY1e°{e'SW11 Phone' 7110' - 070Z., Address • -0 Dl1 � � - _ WA zip ea IAA App1 icant ` ,� _ , A ! Phone .• Address cn - ll2'� N S . . o, I GV 1 e . A Zip cr,gtefei � Architect /Engineer 1-44S11/a A. ilhh 4 . _ Phone ,041.5 ...I4,Q 7S Address v,r - , 1 Zip_G . Contractor W� ""�[ � � ' cense# WE Q ((D1 ?Phone Ofr i-- D�38 Address -7611 �= k ge - l .A .A41", A Z i r '' a!�" Class of Work :34 New ❑ Addition II ❑ Demolition ❑ Interior ____ . Tenant Improvement 0 Remodel (residential) [] Reroof Demolition • Other D-scribe work to be done A g, A - s. AA, * Ato� „to," -- . � , i g.94 / / .� ,. i J / • e ! - — ...SO /.! e1 P .,, , 441 , ,,,,,,..o5s, ,, - i t,/ 1. Ty•e of Const. (UBC) N/ -.1.4 Occ. Group (UBC) �- Square footage of entire building e)c3 Square footage of tenant space ,itnitv Building Use (f51Y2e 5 e. . Will there be a change of use? ❑ Yes g No IL If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes 14 No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S 'UTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) Date (o —eg-" &Wig, r, ,, ,d&A, ,viii._, . (print name) n, a, e , 1_� Contact Person (please print) ,a .• 1•�r • - , ; _ Phone S.J•' -..l '. ,.a OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ jQ xj,Q O Receipt# (.?75-/ Date Paid Plan Check Fee (000/345.830) 1 2S ,p[7 RecelptC7No_bialaDate Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# ;;-7,.-, Date Paid Energy Sur Charge* (000/386.907) 1,5', 00 Receipt# -,i - ; ;' ; Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL (OWES: (OWES: $ ,3iOQ„5O ) .?3,6C) Act -min' Fee•{w F- ct si#P3L11,Z 4 153.0 -7• qo 0 c SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot.oe of Entir- c uc,-ed fan laical C! LEJ- Building: FLOO USE OO,cccc►T a: UCC S��.FT.���'''0 USE Occ T .: SI.FT. OCC LOAD USE 0 T •: SI FT OCC 1!) TOTAL Si.FT. TOTAL OCC. . �I�.f.1�i.�11%ME l 'WM SMI.iwi •%IIPPKIIISSAM / /y / ! V,,, is•�1� /5.girM A ci - , 1% 41 L/J .i mr,NOM A TOTAL // Q /l0 TRACKING 6 • BLDG R ,v liqfiliinatilli. 111111111 cL` '` t , �/ '7 -51 k 1 --M .pprove. or ssuance ma ype o onst. , �' , . Iate A••roved: Approved nitials) As"; 'er etter dated ®or - Fire Protection: _•prin ers , '6etectors —� PLNG /` %1,� 6 `� • ` 'pprove• nitia s r, li :'' ■ L'NI '. I. IN Zoning C-2- Setbacks: N S E W Parking stalls required for: Site •?O Tenant Space (200a Parking stalls provided: Site 1,O * Tenant Space__ 1i-- - ADDITIONAL PARKING STALL 'EQUIRED: 0 4) "t' l•tc,t4414 e 4- PWD �'� ,x-61 Approved (Initials OF 'er let r/plans dated (, 2 $7 1,2,r4/ plans 9 Is2A2U,Uuoi.. 1 .- " of CITY OF TUKILA Central Permit System - • 'k.;ontrol No Permit N FINAL APPROVAL FORM TO: ❑ Building SRC Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks / Recreation Project Name c\ Me, 5 ((/ Address Type of Permit(s) Cs of _CI, { 1 1 11 This project is nearing completion .'Please''irvestigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () "() () () () () ( ) ( ) ( ) ( ) Autho *ized Signature Date This project is approved by this department: ‘• G��ci Autho ized Signature Date CPS Form 3 SOUTH SOUND LANDSCAPE SERVICES inc. 10118 38th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 GROUNDS MAINTENANCE PROPOSAL / AGREEMENT pegs 1 of 4 FEBRUARY 1, 1988 Martin Sandler M.M. Sandler Associates 12828 Northup Way Bellevue, WA 98005 -1932 (208) 584.8050 RE: Tukwila - Six Star Building W. hereby submit the following specifications for: GROUNDS MAINTENANCE OF THE ABOVE ADDRESS 1. Mowing,trimming, and edging of established lawn arses to be performed weekly during the growing season and as needed during the fell and winter months to maintain a well trimmed and neat appearance. 2. All established lawn areas to be fertilized 8 times yearly. Spring and fell applications include moss curs. 3. Weeds in all lawn areas to be sprayed once annually in April and selective spraying again in Juns and September. 4. All lawn areas will be treated with insecticide once in early spring to protect from Creyne fly or other lawn damaging insects. S. All ground covers will be trimmed twins annually Once between Juns and July.and again between January and February. 6. All flowering shrubs shell be pruned once yearly between Juns and July after blooms are spent. 7. All tress and evergreen shrubs will be selectively pruned' once yearly to remove the dead and damage wood, improve the strength, end 'improve the appearance of the trees or shrubs. 8. All tress, shrubs, and ground covers will be trimmed el needed so es to not obstruct pathways, parking, or where may be deemed hazardous. COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCAPING • GROUNDS MAINTENANCE • SOUTH SOUND LANDSCAPE SERVICES Inc. 10118 38th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 .! (206) 564.5080 GROUNDS MAINTENANCE PROPOSAL / CONTRACT page 2 of 4 9. A pre- emergent herbicide will be applied to all bed erode' once yearly in early spring for maximum weed control. 10. weeds in established bed arses will be treated with a post emergent herbicide and /or hand pulled for maximum control during regularly scheduled maintenance operations. 11. weeds and grasses in cracks of walkways, curbs and asphalt will be treated with a contact herbicide, with scheduled maintenance visits. 12. Ilemoval of leaves and debris from lawn and bed areas will be done weekly as needed to maintain a neat and clean appearance. 13. Plant materiel which incur disease end /or insect infestation, will be noted during regular maintenance operations and owners will be advised. (spraying to be done on time and materiels basis.) 14. walks and perking areas to be blown clean of all debris , generated by end in conjunction with regular maintenance operations. 1S. All debris created by above services will be cleaned up and disposed of off premises. 16. Visits will be weekly March through November end twice monthly December through February. 17. South Sound Landscape Services Ina. will furnish ell labor, equipment, and materials to perform above services in •. professional workmen like manner. COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCA PING • GROUNDS MAINTENANCE SOUTH SOUND LANDSCAPE SERVICES in. 10116 36th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 .• (206) 584.5050 TERMS OF AGREEMENT page 3 of 4 This Landscape Maintenance Agreement ( "Agreement ") is made and entered into this 12th day of February , by and between South Sound Landscape Services Inc., he-sinafter referred to es ( "Contractor ") and SIX STAR PARTNERSHIP and hereinafter referred to as purchaser. Contractor agrees to provide maintenance services to 'Purchaser at Six Star Building - 14400 interurban Ave. in order to sustain the life and preserve the appearance of all trees, shrubs, lawns, and shrub beds and other vegetation. More specifically the contractor agrees to perform the services as previously stated on page one and two of this agreement. Contractor shell provide all labor and equipment needed for the performance of the services in accordance with the Agreement. However, any and all materials (i.e., chemicals, soils, send, shrubs, trees, grasses, irrigation parts) end /or labor necessitated by events and occurrences beyond Contractors control and required to maintain, restore or upgrade the property and not specified in this agreement, may be provided at an additional fee. All such edditionel material and labor must first be agreed to by purchaser. In consideration of the services to be performed by Contractor, purchaser egress to pay monthly the sum as stated in this agreement. Payments will be due the 10th of each month following the month of service. This agreement shall commends on Marrh 1, 19RR and continua through Fahruary 9R, 1991 This agreement may be cancelled by either party at any time provided 30 days writsn notice is given to the other party. Notwithstanding the for going, •if during the term of this agreement, Purchaser becomes dissatisfied with the service rendered by Contractor, than Purchessr, within 3 days of performance of the work giving rise to complaint, may submit to Contractor written notification specifying the nature of dissatisfaction. If after a reasonable time, the complaint has not been resolved, Purchaser may terminate the agreement upon two weeks writsn notice. However, upon cancellation of services by Purchaser, for dissatisfaction. or otherwise, before this agreement domes to its term, Purchaser agrees to pay Contractor fifty (SO %) percent of the. yearly balance remaining when the number of months remaining to the term of this Agreement is equal to or greeter than four (4) and one hundred (100 %) percent when three or less months ere remaining. If any litigation arises from this Agreement the prevailing party shell be entitled to recover from the other party reasonable attorney's fees for services rendered in connection, with such litigation up to all tripl and appgilst levels. COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCAPING • GROUNDS MAINTENANCE • • SOUTH SOUND LANDSCAPE SERVICES inc. 10116 36th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 COST OF SERVICES peg. 4 of 4 (208) 584 -"J0e0 Yearly maintenance rate 4, 2.0oc• co. ; To be paid in equal monthly payments of Note: Yearly rates may change to include reasonable cost of living increases. In witness whereof, the parties hereto have executed this Landscape Maintenance Agreement this 3l day of M44.44. 1988. SOUTH SOUND LANDSCAPE SERVICES INC. 9Y: HALE6 J. W ALLE COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCAPING • GROUNDS MAINTENANCE SOUTH SOUND LANDSCAPE SERVICES Inc. 10116 36th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 '• (206) 584.5050 GROUNDS MAINTENANCE PROPOSAL / AGREEMENT page 1 of 4 FEBRUARY 1, 1988 Martin Sandler M.M. Sandler Associates 12828 Northup Way Bellevue, WA 98005 -1932 RE: Tukwila - DT &C Building We hereby submit the following specifications for: GROUNDS MAINTENANCE OF THE ABOVE ADDRESS 1. Mowing,trimming, and edging of established lawn areas to be performed weekly during the growing season and as needed during the fell and winter months to maintain a well trimmed and net appearance. 2. All established lawn areas to be fertilized 5 times yearly. Spring and fell applications include moss cure. 3. Weeds in all lawn areas to be sprayed once ann'uelly in April and selective spraying again in June and September. 4. All lawn areas will be treated with insecticide once in early spring to protect from Creyne fly or other lawn damaging insects. 5. All ground covers will be trimmed twice annually once between June and July.end again between January and February. 6. All flowering shrubs shall be pruned once yearly between June and July after blooms are spent. 7. All trees and evergreen shrubs will be selectively pruned once yearly to remove the dead and damage wood, improve the strength, and improve the appearance of the trees or shrubs. 6. All trees, shrubs, and ground covers will be trimmed es needed so as to not obstruct pathways, perking, or where may be deemed hazardous. COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCAPING • GROUNDS MAINTENANCE SOUTH SOUND LANDSCAPE SERVICES inc. 10116 36th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 .• (206) 584.5050 GROUNDS MAINTENANCE PROPOSAL / CONTRACT page 2 of 4 9. A pre- emergent herbicide will be applied to all bed areas once yearly in early spring for maximum weed control. 10. Weeds in established bed areas will be treated with a post emergent herbicide and /or hand pulled for maximum control during regularly scheduled meintenence operations. 11. Weeds and grasses in cracks of walkways, curbs and asphalt will be treated with a contact herbicide, with scheduled maintenance visits. 12. Removal of leaves and debris from lawn and bed ereee will be done weekly as needed to maintain a neat and clean appearance. 13. Plant materiel which incur disease and /or insect infestation will be noted during regular maintenance operations and owners will be advised. (spraying to be done on time and materials basis.) 14. Walks and parking areas to be blown clean of 'ell debris generated by and in conjunction with regular maintenance operations. 15. All debris created by above services will be cleaned up and disposed of off premises. 16. Visits will be weekly March through November and twice monthly December through February. 17. South Sound. Landscape Services Inc. will furnish all labor, • equipment; and materiels to perform above services in e. professional workman like manner. • COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCAPING • GROUNDS MAINTENANCE SOUTH SOUND LANDSCAPE SERVICES +. 10116 36th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 .• (206) 584 -5050 TERMS OF AGREEMENT page 3 of 4 This Landscape Maintenance Agreement ( "Agreement ") is mode and entered into this 12th day of February , by and between South Sound Landscape Services Inc., hereinafter referred to as ( "Contractor ") and 1 T & CPARTNERSHIP end hereinafter referred to as purchaser. Contractor agrees to provide maintenance services to 'Purchaser at DT &C Bui1dinst - 14400 Interurban Ave. in order to sustain the life and preserve the appearance of all trees, shrubs, lawns, and shrub beds and other vegetation. More specifically the contractor agrees to perform the services as previously stated on page one and two of this agreement. Contractor shall provide all labor and equipment needed for the performance of the services in accordance with the Agreement. However, any and all materials (i.e., chemicals, soils, sand, shrubs, tress, grasses, irrigation ports) end /or labor necessitated by events and occurrences beyond Contractors control and required to maintain, restore or upgrade the property and not specified in this agreement, may be provided at an additional fee. A11' such additional materiel and labor must first be agreed to by purchaser. In consideration of the services to be performed by Contractor, purchaser egress to pay monthly the sum es stated in this agreement. Payments will be due the 10th of each month following the month of service. This agreement shall commence on March 1, 1988 and continue through February 28, 19 91 Thie agreement may be cancelled by either party at any time provided 30 days writsn notice is given to the other party. Notwithstanding the for going, if during the term of this agreement, Purchaser becomes dissatisfied with the service rendered by Contractor, then Purchaser, within 3 days of performance of the work giving rise to complaint `u; may submit to Contractor written notification specifying the ;n.turs of dissatisfaction. If after a reasonable time, the complaint has not been resolved, Purchaser may terminate the agreement upon two weeks writsn notice. However, upon cancellation .of services by Purchaser, for dissatisfaction or otherwise, before this agreement comes to its term, Purchaser agrees to pay Contractor fifty (50 %) percent of the . yearly balance remaining when the number of months remaining to the term of this Agreement is equal to or greeter then four (4) and one hundred (100 %) percent when three or less months ere remaining. If any litigation arises from this Agreement the prevailing party shell be entitled to recover from the other party reasonable attorney's fess for services eerendeerrsd in connection. with such litigation upCtto all trial Ind pRE5IDEeITIAI t levels. LANDSCAPING • GROUNDS MAINTENANCE SOUTH SOUND LANDSCAPE SERVICES Inc. 10116 36th AVE. CT. S.W., STE. 211 • TACOMA, WASHINGTON 98499 '• (206) 584.5050 Yearly maintenance rata COST OF SERVICES page 4 of 4 ,44 2100.•• Np� To be paid in equal monthly payments of S961,35 17 $ v h4O. Note: Yearly rates may change to include reasonable cost of living increases. In witness whereof, the parties hereto have executed this. Landscape Maintenance Agreement this I1a day of. 074►zh 1988 SOUTH SOUND LANDSCAPE SERVICES INC. BY: 6,A44k CHARLES J:.WALLE D T & C PARTNERSHIP BY: COMMERCIAL • INDUSTRIAL • RESIDENTIAL LANDSCAPING • GROUNDS MAINTENANCE HOWARD,. A. KINNEY,.A.I.A. 200 - 112TH AVE N.E. .SUITE 206 BELLEVUE, WA 88004 3:/603 IA L.); [ IflN ^i DEC 17 1987 Y -UC T O KVotiA PLANIVNG DEPT. cc f%r L-Y 1 -v�eci � lug / facer veto &2ot) oui-h ©v 1 eve; Tuk.wt 16u , WA g8' ►' yak work.. '011 yt�7�5 L =� 4." l r' u�1}�STo1 sho�,rri 4 "t to amat sl^ ! tteccx' .s oum C:O t '1 fi vh r6 t/vh ���s ,11,-s - .1...c ' 1c l?e 1l1%a �.. vL file- L vriodA4 i • '$ire 644116 tom: IIIIIIIi!IMIIIII�IIII�II1I J No 18 ,7t7. : ..." g j iI Ills IIII!IIII11C 11I1111 Z IIwo t iiiii iii II!Ih111 VICINITY MAP • I Sl CU�, CL Southcenler I —1 CT• 13 j f5 I ME A DER G C f Z .. A NEW OFFICE BUILDING FOR THE SIX STAR PARTNERSHIP TUKWILA WASHINGTON ORDINANCE 1985 EDITION UNIFORM BUILDING CODE OCCUPANCY: B -2 TYPE V- N GROSS FLOOR AREA: 12,000 sq ft OCCUPANT LOAD:162 persons two exits required NOTE: the building shall be equipped with a fully automatic sprinkler sysiem ZONING' PROJECT SITE ZONE: C -2 PROJECT SITE AREA: 42,875 sq ft OCCUPANCY: business offices PROJECTED GROSS FLOOR AREA: 12,000 sq ft PARKING REQUIRED: 2.5 stalls /1,000 sq ft g f a PARKING :PROVIDED: 30 parking stalls 8 compact (one stall for handicapped) (one truck loading space) NOTE: project has been approved by the CITY OF TUKWILA PLANNING DIVISION DEVELOPER : M N SANDLER & ASSOCIATES ARCHITECT : HOWARD ALLEN KINNEY A I A CONTRACTOR : WESTWOOD CORPORATION FIL.F_ COl'1' I understand that the !;1*-, su°Jiccf o ! -'t.l, Lcb.• ,701 c.. -- 1::!31. e0(;' of approval r%::•-•.:. _ I n,; , a.��_ '21„ t j...t'. •re Date Permit No {,II . (F iiy :;',7I!_;\ 11t'f'P D 'AUG 19:, i AS 'AWL) PLP.N RdRFV' Fey–, FOLLOWING O WON.'. JC : :S O %.L r'_ - 3 SUBJECT To Ii. ?r - • P THE GOVERNIJ OMISSIOI a J'' ; :T I . DATE IN •,•RIO `� • N:. . ASPHALT •■• SYMBOLS AND ABBREVIATIONS SOIL BASE COARSE COIJGRErE (UST IN PLACE oR PRClAST) LOAIGRET E LAAWOURY UNIT • CMU STONE (A44RBLe, TERRAZZO, SLATE, CTC BRICK CER4611G TILE, GUARRY TILE ?� C— METAL vCY7D, FIUESu C? WOO, FRAMIN.S (TURD MEMBER) %MVO, FRAMING (ItJrERRUPED 1AEMBER) PLYWOOD GLASS C MFJJT OR GYPSUM PLASTER ON METAL LATH GYPSUM VAL USOARD, GYPSUM 1IING Pow. map a •wMa war . � I 1==R LX1SA5+•— • --+r —t t1 ACOUSTICAL TILE INSULATION, EY ZPT AS BELOW RI610, ROOF 4 PERIMETER WiUL.ATION, AUG' SAFII.IA SPRAYED. ON FIREPROOFI1J4 ! ' I /' 1 ti I 7 1 I' 1 0 1 N A :04 :70 e T AS ANCHOR BOLT A,C AIR CONDITIONING ACOUS ACOUSTICIAL) ACT ACOUSTICAL TILE AD ARIA DRAIN AD... ADHESIVE AO ADJACENT ADJ ACJVSTA ILE AP' ABOVE FINISAEO PLOOR AGG AGGREOATE AL ALW NUM ALT ALTERNATE ANCT AMMONIAC!) ANOO ANOOIZED AI ACCESS PANEL MN° APPROVED APPAOK APPROXIMATE ARCM ARCHITICTRURALI ASTM AMERICAN SOCIETY PON TESTING MATERIALS AUTO AUTOMATIC E D 110.410 ITV, SETWIEN B LDG BUILDING BLKG BLOCKING 14 BEAM N OT OTTOM S PAT MSEMENT N UR BUILTJU ROOFING G CHANNEL CAS CABINET cl CATCH WIN CC C CF CG CIA CIRCU4 CJ 1::: CONC CONN CONST CONT CONTR CORR CRT CRT CT CTR CTSK cY D OBL OGLU DENOL D EP DEPT OFT OF DIA OIAG DIM DIV DI. OL 00 00 DR Ds DWG E ▪ A E5 IF LI EL !LEV !LEV !LEV (PAIR ECCI L DOMU ISCA EW NW.0 ExCT Exo E XH EXP ITT FAS Fe 10 PE FCC FP FP FP FOR FN CENTER TO CENTER CEMENT CUBIC FEET CORNER GUARD CHALKBOARD CIRCLE CIRCUMFERENCE CONTROL JOINT CLASSIIEICATIONI CENTERLINE CEILING CLEARIANCEI CONCRETE MASONRY UNIT COLUMN COMBINATION COMPREMED! !ION! CONCRETE CONNECTION CONSTRUCTION CONTINUOUS. CONTINUE CONTRACT IONI CORRIDOR CAPFETIEDI CATHODE RAY TUBE CERAMIC TILE COUNTER COUNTERSINK ISUNKI CUBIC TARDISI DIAMETER OTAIN DOUBLE DEPARTMENT 01 CONSTRUCTION AND LAND USE 0E40LISH. DEMOLITION DEPRESSED DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPENSER OIVISI ON DEAD LOAD 00WN DITTO DOWN• NSPOUT DRAWING EAST ICOORDINATEI MCM E XPANSION SOLT EACH FACE EXPANSION AAINT E LEVATION ELECTRICIALI ELEVATION ELEVATOR EMERGENCY • ENCLOSURE EQUAL E QUIPMENT ESCALATOR EBTINATE !ACHWAY E LECTRIC WATER COOLIE EXCAVATE. EXCAVATION 1011TIN0 EXHAUST E XPOSED EXTERIOR FAETINIERI FACING MICK FLOM DRAIN IRE EXTINGUISMEIi PHIS EXTINGUISHER CABINET PAMACE FACTORY FINISH PIN4H10 FLOOR FINISH GRACE PETE HYDRANT u1 1 FRC PH5 FIN 'LAS. PLR FLEX PAD FOC FOP FOIL FON FP FR PAT FT fTG PUR FUT G• GAGE GALV GALVANIZED GS GRAB BAR GC GENERALCONTN ACTOR OFRC GLASS PIMA R E INFORCEO CONCRETE GI OALVANIZEDIRON GL GLASS. GLAZING GLULAM GLUE LAMINATED GA GRACIE GT GROUT GM GYPSUM WALLBOARD TV, GYISJM FIRE HOSE CABINET FIRE HOSE STATION FINISMIEDI FLASHING P100514401 FLEXIBLE FOUNDATION PACE OF CONCRETE FACE OF FINISH FURNISHED AY OWNEP/ INSTALLED SY CONTRACTOR FACE OF MASONRY PIAEFROOFIINGI FIRE-RESISTANT FIRFRETANDANT FOOT FOOTING 'UNSUNG IFURRE01 PUTIJAI . He HC HOOD NONA HOW H0WD 0 AOA MI MR NS t HVAC ID D IF IN UNCL INS !NIP INT NOSE 115 IIOLLOWCORE IIAROE0AR0 HARDENER HARDWARE HAR0A000 MIGH45ADE IOLLOW METAL HORIZONTAL HPSHAPE H OUH STRENGTH 4411044T HEATING. VENTILATING. AND AIR CONDITIONING INSIDE DIAMETER 144510E DIMENSION INSIDE FACE FAIR MC MEC.. ME0 MET MFR YH PAIL PAIN 41R RISC MK MACHINE BOLT S MEMBER MG MEDICINE CABINET MP MISCELLANEOUS CHANNEL SC MECHANICI•LI St,. EO^JM . SC, METAL SO MANUFACTUM EIRI SOB T)N1OLE OUSANOTH OF AN INCH u, MINIMUM SP VTE SHT MIRROR MISCELLANEOUS 314.401 SIM SPEC So SA SR 337 00 05304455 OPENING Yl 4OUNT4EDI INC II MULL mULLION N NORTH IC00A0144ATE1 HO NAPKIN DIYO5AL NF • NEAR FACE NIC NOT IN CONTRACT A0. o. • NUMBER NOM NOMINAL NAG NOISE REDUCTION COEFFICIENT NTS MOTTO SCALE NV NAPKIN VENDING MACHINE OA 083 OC OD OF OFD OPP ON GIG OM PAR P 5D PCC PCP PER' PERIA PL PLe•PL PLAN P4! INCWOl101. INCLUDING PAIL INSULATEIOI.I NSULATION PO INSULATING ►REST 1445,1151101 110 441 PSF IMT15105 PS/ JAN JANITOR'S, fT JOINT KIT `O La LAS LAY LAY 15 LEN Lr 11 11 LL LTWT LVR IYPI IPA! NAIL MAX 111101 KITCHEN KNOCKOUT LENGTH ANGLE LA001LT05Y LAMINATEIOI LAVATORY LAO SOLT LENGTH LINEAL POET 111Td1AND LOFIEA 11511 LIVE LOAD UOPIT LIOHTWI•0MT LOUVER LOWER M SMNE N150N5V MATEPIAL W5IMWL 151 I, • /TD P TN P VC IRO GT A AA AS RO REF AE REIN' REV REV FIN 544 RN PO OVERALL 0011441E ON ENTNiSISI OUTSIDE OIAMFTER OUTSIDE FACE OVERFLOW OPAIN OP FIGS OVE5441A0 OPENING OPPOSITE P445011 IL PARTICLEBOARD ,SECAST CONCRETE POUNDS PER CUBIC POOT PENFORATEIDI P15141715 PLAT! PROPERTY LINE PLASTIC LAMINATE PLASTER P ANEL P'IV ATE OFFICE P ISTSISSIEOI PSIFORNEO POUNDS PER SQUARE FOOT FOUNDS PER SOU ARE INCH POINT PAINT PAPER TOWEL D INENSER PARTITION POLYVINYL 444101101 PLYW000 OIJA55Y TIL1 RADIUS ILTURVATU5E1 P ISER P 11510NCE R.PACTOR a1TUPN AIR RESIL4ENT 11A51 ROOF MAIN REFERENCE. SEFER TO REFRIGERATOR REINFORCE :01114401 AtOU IRE 10111NC1 5EVIS104431. REVISED AOOFMO RIGNT4ANO ROME NOOK ROOM ROUGH OPENING ST STC STD ST1 STO STA SUP SYM SYS TBB TBc TB TC TO TOW TEL T1MP TEMP TEMP TRK TRAILS TO TOL TPH TS TS TYP TEAR USC UL UON • UFA UR VS Ve 505 VEST VEST VT 51 wl WC WO YNIN WroVIP INAWI TVA moo. SOUTH ICOORDINATEI SOAP AND GRAB EAR SMILE AND POLE 30110401E SCHEOULE SCREEN SOAP 01SPENSER SOUND OEA01N1•:O BOARD SECTION SOUR RE FEET SHEET SNORER SHEATHING SIMI AA VECIFICATIONI3I SQUARE SOUNDAETARDA:NT SHOWER A00 STAINLESSSTEEL STRUCTURAL TEE SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRY, SYMMETRICAL SYSTEM TREAD TOP AN0 507404 TONGUE AND GROOVE TOWEL 1AR T0POP-cUA5 ELEVATION TOWEL OISPENSE5 TOWEL DISPENSER AND WASTE TELEPHONE TEMPEPED TEMFERATUAE TE4105ARY TRICKINESS! THRESHOLD TOP OP CONGA ETE TOLERANCE TOP OF STEEL TOILET PAPER HOLDER STRUCTURAL TU5E TENANT STANDARD TYPICAL TERRAZZO UNIPORII 1UI101NG CODE UNDE5WRIT155 LABORATORIES. INC. UNLESS OTHER WISE NOTED OHIO! URINAL VALVE BOX VAPOR M5R1ER VINYL COMPOSITION THE VERTICAL VESTIBULE VINYL TILE 71ST 1000501NAT11 W101-FLANGE WIOTM. WIDE 'Him WATER CLOSET WOOD WALLAUNG TAOISM? IRON WITHOUT WATERPROOF LNG WASTE RECEPTACLE WATE5AISISTA• . WAINSCOT WELDEPWIRE 505441; SCHEDULE OF DRAWINGS DWG NO T -1 C -1 TITLE (206) 453 -16 O • .4. 0 co ° 0 0) 0) Q W..Z 0z'l9 u- w. Z LLI Z cc w; Q n. 0) ; O ,- > w. Z I > , _ p .-J W • 0 ,W • L CV CO TITLE SHEET PROJECT INFORMATION DRAWING SCHEDULE GRADING AND DRAINAGE PLAN L -1 LANDSCAPE PLAN PLANTS SCHEDULE AND DETAILS A -1 SITE PLAN PAVING AND LEGAL DESCRIPTION A -2 A -3 FLOOR PLAN DOOR AND FINISH SCHEDULES ELEVATIONS AND BUILDING SECTIONS A -4 BUILDING SECTIONS AND DETAILS A -5 MISCELLANEOUS DETAILS A -6 REFLECTED CEILING PLAN AND DETAILS A -7 ENLARGED PLANS TOILETS KITCHEN ELEVATIONS A -8 INTERIOR ELEVATIONS SECTIONS AND DETAILS • S-1 FOUNDATION FIRST FLOOR PLAN AND DETAILS 8 -2 SECOND FLOOR FRAMING PLAN AND DETAII S -3 ROOF FRAMING PLAN AND DETAILS NOXE: mechanical and electrical drawings by subcontractors O co 0 .. ro Z W > m W O ¢ cc -, o .= . illiiii.‘11101111111111111111001•1111114211014111611M•101(4•••••••11,2•41•MINIMIIIMMISIMMill 7.----CONC OR ASPHALT 3'4!A GE 4PROA/ f_-)L:"P!.-: 0 001 /---1 See DETAIL 5ELOW, - 4 * (...Li' 77:1 "ti PARi■I /VG LOr 4, fp,4 y-6/40EN • rT worE• /06 YR F1000 PtAlN F € 6- /s/ 1Ve-I? FOR . TH/5 PROIRTV /5 ELEV 20.0 DRAINAGE APRON i HP tE 39 00 I if , ; I i N. Al 1/. C811? -•--TYPE TOP' ZS. 5 t 124.1E: 23.Z0 43ENCHA4AlteK ELEV. 23.34 \Mr cm& ao 0 /At SE. CORNER OF $' $41 . CONC. Z./GHT srANnARD BASE ON E. SIDE OF /NTERURL3AN AVE„ •-50'2.4 sourH OF /44 rw sr (cirri OF rutrwa../4 0 3) 2" ASPHALT-- CLASS B r' 002' \\\ 1 • pyi 21/2. GRATE DEPTH CMP. SLOTTED DRAW .N,rs S4,0TrED DRAIN /6 ; 22. 80 SECTION A- A CONC f: OR ASP/14 (3, 3, ") ir 1 .‘,•\ •••• tr- r--11 , DETAIL 4 DRAINAGE APRON "Ts I ,F: EL 27 50 AOrE• I DOWNSPOUTS .01SCHARGE/ 1 /NM CONCRETE // I WHICH DAYLIGHT 4/70uLNANDD8SWCAGP.E AREA / 1 / 35 \e---- EX/ STING GROUND --4.1 - • N........ 0 e....... •i ......, 1 I (k N q "...-,, 30 25 2 �k CONC, CURB 3 PARKING WT PAVEMENT SECTION 8-8 CONNECT TO 1 frtt /NV. /0. /6, i/E,c,/Fy 1 LOC4T/ON « /NI! POST INO/C4roR7 VALVE 247.00 .21.08* 11 C(31',13 -TYPE_ I TOP • 33.0 ± /e"IE 30.00 • • 20u'. S : TA/ EX. le" WATER' PGA, SERVICE ME' TER. w$r TAP EX. /2" wire'? FOR p/RE SPR/NKGER 51,06 OF TAP TO 84 DETER/I/I/NEL, BV orNERt.5. FF EL,. 241. 00.‘ RhCA4P 2/.000 ye AaJLIST TO fl/VAL DR/ VE W-4Y GI'-4LE / NOTE : ,/ / 1 Dow/vs Pours DISCHARGE/ / /A/ro c NcREre/ Mat) LANDSC PE. AREA I W HI ' (JAW! Hr / Ar/ /ARO'UND 8J/L , /NG. 1 li / / / ,( / / oytiNspoLaj trrP) See ARCH. 111.-AN IT f Ei_ 24 00 9O/ DETAIL / / IE.' 20150 , 7..// / : C_•___,--''' / / 16' t '—EL. 87 00 F C8.At4 rypa - 54" TOP 22.o-1'- 12"/E 19. 00 ( W. IN f?"/E: 18. 30 (N. //V / 24"/E:/7.26 ( S. our) MON. 8 $7-4.76 *77-77 (//v7FRORISA /V AVE , ZiNTRANCO DES/6N) Ex, /2' WATER FOR 95Rvica.rdiaTER G"..Celocy.e Tee ON eV° A/t4NY 4/NE e 0. 28 /N1/ 23.75 22.25 SCALE HORI- 1"= 10' VERT 1 " = 5 • 3 • INTERURBAN AYE SECTION C- &TATE EL. 21.6 ± (sLorrep OFFSET FRAME SO THAT RESTRIC7DR SEPARATOR DEVICE IS VISIBLE AT EDGE OF OPENING AND DIRECTLY OVER LADDER'. PROPOSED - SIDEWALK N.T S. FE EL. 27.50-) r r_ impromaroursormswoormarmanarat STORMWATUR 4014A1NA.14, PLAN NOTPS 1. •tt 1 ‘'orist rtict ton 0,0.1.131 ?"0 41; th .'t' Takwi f <>WI ANC) CITY STANDARD Pi,.,AN7. The st (11;33;031p r-iystrm r,a t 1 t4' "01t3t rvc.teri corOinq to tho ,wpro,.01 tar -oh; hy r'tt. city •;,,r Tok_ wila. clevlatic.n tro10. apptovoo r t , . r i t i i wr i t t 4,11 ll1ll 0,1,1 It 1`1,1 Cit y of ;3. A Of 11:esti U':.1 1 14 1,101:",t 34. (111 t he lot, Wht!!“ VOt- C011:1 1 I t1,.‘ 1 1 !II 1 1 11 I1 1 4 4 C•;-;•':„ 4. Datum shill K . A f any 11\'' t \ 1 4.1 1 V `,„1 , - (-1.-)nqt rtle• i rioet t !Pr; 1:0°Is t t held t 30 l y . f 3 1 esre; t ion r.rt;•■ L. A11 ; eriihert '1 1 1.• MO t i 1(111 111 1 t ": 1 r i r 0:0,1 : 111 11 1110 l •14 ..0.t 0.. 0: .0 ; 111, „Ind f Intl t 1 1 ft '1 1 I 1 ht.litie01 1111 1 ,11:1f I )11 1 '1 11 h( . t I ) tor ori o 10111;4101 o Fh: 011. AI 1 ot,ont T;lt.tent ton ' , t los 0:1"; :t 1111 3;11.4,1 1 - led and j 14 t11/1•Nit 1t ier to or 111 ;03net ion it), 11 1 cor,,t ract 1o:1 ; °„- on t hat ,sot ivity ri%ceorl-; t t v e10L. 110 Or°, .10 1 111.11t (■1•1 CnIlt• re! .H.1,-3 3 t ies 1 1f Irilei;•: ,,t1tor - wise ,ipproeorf t1t4 1 t y •, t Ttikw 1 a 8 . A l 1. dist lit he.,1 Arit sh,111 1 01..t11deri 1t11 m131(1)01 or ot hr.?! Fi.? :;f I 20•1 t Ito at 3 -; f act iran of t '10 C i t y o f -1!:W 1 1 t e , r 1 1 : o r rovorlt. i - 1 te 1)- , ion l f or ,..-+$0.:11. iot i•,11 ;; colas! r ‘t: 't i ^ ! Hp, awl 11 1 1 1 1,1311 on a pre per 1y 3 f our,r1-, .■■1 .101 . WI 111 kin 1 .- , 111 h001r10 . att.• 1 1 f 11astun1it oh :-.1,111,1a1d f 1 4,3 t tor,. for I1,r. .1 11 1' l 1 i doe 14 t r h 1 s; s11-1. 1 1 ill y 1 3;19 ; I f t ile t 1 •ir ' 1 1 10; 't ',•111 t :1,0 1 01 1) 4 t four-y.1a, ton mat or 1 ,30; itre 1 1 Is -o merit ')l!1 '.1' 1011 Of 1",— 1111 1 1,1011,1 ! 1111 F110 1 01' I .1 1 t 1 uniform 01rattir t hat t 0 , 1 1 1 11 f t j j 1 1 1 ->r I ecl ;000.1 ,1 art femly :tense iro,-;01,10:1,; r so. 1 f n.31 ive h,,t.11.11 in ttw, 0,1) ,A1 meots the re f 1 LI it •'K 11 j 4 f or 1'; pe noddi ,r;" IIUY f rt 1 t f t -11 111 to-0 1,o(1,(11 n0; 11110:0 1 ,i otot t 1 0,-.3 pro-- .140,1 t 1,,, I: et 1 1 4 14 t 1,00 1 .t t it, 011(.11 1 :14, rl.1Jl ,f( 10,1 111(1 )11i 1' 1 1.11 f r 101 ,1 Itny it.,11 lc: I . I 1 V,111 .•1•11 i 1 1 • t 1 1 1 .",■1 .1 -; 1 , ;). • 1 11.10- 1 1 1. p..,■ 1 ;110 and . 11. Al 1 •, it 0•30 l rsin 0tt a 1 40s •11111 i ; riet low 00ent Cat oit t e1, i 1.0; ori i1 1 i 1 i no 1 triit, t 1 1• q 1 1 : 1 , 1 "0•11 1 ,1 1 1 1 ,•■ St ■„•,1;11 , UPI) N" 1 &RAW, , i 12o1k fro (11 /51 1.0:1 ptrocrt ion oadway ili t, 1 ',in I 1 011 111:1`:t• hr. t',/f 4111,-1 r, 1," , [1; I r•4-01 t (1 ,1 ,'1.1.! 1, 11 1 11 1' arid row; t 1114,01 t hr. r, 1 1 1 - 41e/: ti 141',C 1 ! CFI 1 i 'Ulf; : r or -1; i - 1:2" -2", porcortt. pass 1 20;1 ; --I'', i 11'1 M-401; 5; p1, r,.0.0111 10,3ss tIIII - . l 4,10-709_ 14 . a" 1 31! .Lnt rownsio0t s a m f oot, 31 tit ,1 11111 1111 ■ 1 ,11•1‘,1 to tho 1t 11 ,1r;1 110(le t.0111. 1 2 . F/RE PROTECT/ON NOTES /. SPRINKLER P/T MCAT C../ES WI TH/N /700 FEET OF THE GREEN R/VER MISTALL, 5Er..0/%10 CHECI< VALVE PER 007- c/ ry STD. 2. B1I/L.O/Na5 4RE 8&Y ED PEI? NE/'4 - /3 '? 0. W LINE_ /4' & ASSOC. 200-112TH AVENUE N. E. H BELLEVUE, WASHINGTON 98004 (206) 453 -1603 (206) 455 -9616 SECTION D ts/ T. S (.4 n p lf 1 /\13 IC) 11'."1 i1?)•(1..;.1 CHAIN- 450 CAPAC7 St,'ACK WHEN GATE Is DOVVN= WELD TO FRAME. OVERFLOW ELEV. 19.40 CMP BANDS rYP) BOLT TO WALL P7A.441,- 0 GR.4 OE CB*, TYPE 22" 72'0 CONTROL. STRUCTURE /Co 24' /E /2" le: /4).40(0‘17) OVERF(..OW.' /9.40 0,e/ nc/CoerE: 4:70'10 (RE4D VeRYPY) Cr" GEAHNT0141U/A4T GATE VYATER /7/1:1:°.1491 /WO' &In C4 # TYP ,2* ss6 rro::;;;;E: 24 " c Art p ' 00 21.80 31 • • 24 00 .4,00 5X/Sr C B. R/A4: " /67 /6./3 /N4W New /emit*: /4, /NNE) ■VESTRICTOR PLATE" ORIFICE ci RECEIVED CITY OF TUKWILA JUN 19 1987 OUILDwia Dept Ii0140 i;N 1 z 0 • • 0 zw Co 0 < —,0 ••• *OM IWO woo* NM CB 3 --TYPE 1017 cll. 4-D.00 -7-17YPEir- 54. # rop a. 0 t 6-/E, /2. (/N. /2•7E /y.00 (FN) 24.'1E: /7 IS (our) e5 4F - /5" 4114P e e5oo C4i4 4-4 Typ1Tzrb co ArriiioL srgucruRE • t 0 • pl..) lo . ••,.• . PLAN VIEW SCALE RE-VIS/ONS a?„40E ENTRANCE _ . . 40060 eX/57-/Alc, 1.11/(../7/5 SPRIAIke...6-ki PIT' 1-"tilAT C.HAAlcie9 \ 45'7/.4 • • ; 4r ! 1 r' • ••••/ • 1f 4.21 1'1 1; 1 Z 1 r 1 () . (; H L 9 I ' ttri ; 1 6 tl y Lit &rnp -1L- - 1 9" ..6►t , Ter L :? n xtr i►. ,- 1- Ak1,P�C �..GW1i,Co- v oFegATioN.A0-4.A./ ____ I 6,' 7i;:F L (r34..l_ _-- (1i� wro-tiki I4iV,>� . C.{roIC e.;. i E i t,u 7 C � r-r=. _ C Ft u•,*.I Cz ELF::,,/, ,. ^ 7= , im (' T•-H-ST 6-I F_C-. `.� „Aj,..r1� ' .~,k-N\/1 Lee' V:, i=ii ii./J ' I 1=s-' / tl/ -t/A-1 - 131 H TRW zz 4] I 1 -',-'1 1-0. EE.7 / 1 ' , : : - t6-r.I r -c) b'('"w M- r� • , ? -1 1-tAkrr-- ,�'4;' : i G ;-: 4)1t: I rdlCi %'J 3' , Cr- lAv CF ('- 17.4- rr r.. ) l 1 (add 1 and relocate others as shown , to screen transformer) - o'><3 CcikIC RE—rz►- R411F_L -. NV/ -f Fir xY�l i i KIT FG . \ Cf `(r1coas1,.G -1-'s r 0.444= 2]/\ ( trade 1 and relocate 2 as shown ) -TV-AA L,A' -T 1 // 1/ / / / / / 1 % / / ( trade 1 and relocate 2 as shown) NI LG1 i BUILDING SIGNAGE (relocate sign and planting approximately as shown) PIN -1 ww —4 I . /f 1 (add to screen wait -enyl) vI BUILDING SIGNAGE -;” -T I --+ onstruction) (relocate sign approximately as shown (relocate approximately as shown) ' 1 ( relocate approximately as shown) ( relocate approximately as shown) iL:] NOTE 1 i I , 1 1 I 0 I '1✓i`{A,6e] 1_ I KtCA,,l``TRIe (ZOIo - - Ot06- J hy..6-r. A L GI -.Ao6l - `cylam. `.G„ I/A F /Aa-I PTF.-t-2 ' .yh. (� 04.63 KAFt I NeT . GOiL16. 18ff cc24.1 . FrA i0(2 u.IzrL , ,v 1 �I-i • -7 cc e & I . BENCH DETAIL - No Scale SECTION,; PLANTS SCHEDULE KEY SCIENTIFIC NAME TREES MAP Acer rubrum TUL Liriodehdron tulip. CRA Malus sp.var. Radiant SNO Styrax japonica OAK Quercus rubrum PIN Pinus nigra CED Chamaecyparis nootkatensis Malus sp var. Dolga Prunus serrulata 'Kwanzan' DOL CHE SHRUBS 'AND GROUND COVERS SPI Spiraea vanhoiittei HEA Erica car-rea FCH Fuchsia AHF Polysticum sit.angul. CAN Iberis sempervirens VIB Vi•bur?num davidii NKA Narcissus 'King Alfred' NMH Narcissus 'Mount Hood' DIA Cianthus plumarius IRI Iris kaempferi CEA Ceanothus impressus COT Cotoneaster 'lowfast' ILE Ilex cdrnuta 'Burfordi i' HEL Helianthemum nummu1aria CIS C'stus purpureus AZA A alea sp. ViNES COMMON NAME QUAN SIZE & COND Red Maple 9- Tulip Tree Radiant Crabapple 1 Japanese Snowbell 2 Red Oak 6 Austrian Pine 9 Alaskan Yellow Cedar 1 Dolga Crabapple 2 Kwanzan Cherry J 6 Vanhout Spirea "Mediter. White Heather "Peter Pan" Fuchsia Alaska Hardy Fern Candytuft David Viburnum King Alfred Narcissus Mount Hood Narcissus Cottage Pinks dianthus Japanese Iris 'Julia Phelps" ceanothus Lowfast Cotoneaster Burford Holly s u n rose Oichid Rockrose Gi mpo White & Campo Pink 21 2560 s.f. 10 7 25 s.f. 350 s.f. 35 s.f. 30 s.f. 215 s.f. 50 s.f. 11 1920 s.f. 4.6': 125 10 40 3" B &B 3" 13&B 2" B &B 2" B &B 2" B &B 3" B &B 4 -5' B &B 2" B &B 2" B &B 5 gal. 1 gal. 1 gal. 1 gal. 1 gal. 2 gal. Bulbs Bulbs 1 gal. Bulbs 3 gal. 3 gal. 5 gal. 4" pots 5 gal. i gal. V!R Parthenocissus quinquefolia Virginia Creeper 12 1 Gal. HED Hedera helix 'Baltica' Needle Point English Ivy 12 1 Gal. 'Needle Point' Planting /Installation Note for Vines: Construct 1 "x6" cedar triangles, 9" ea. side, as cutouts for planting in all asphalt paving and /or sodding areas. Install cedar triangles prior to asphalting /sodding operations, insure that triangles meet finish grade elevations of paving /sodding. Allow 6" topsoil in all planting tri- angles within asphalt paving areas. (Refer to Sheet C -1 for Wall /Paving Details) General Notes: Hydroseeding: See specifications. Substitute Wildflower Mix No. 8047 Applewood Seed Co. for wildflower mix in specifications. Sod Lawns: Install on 4" topsoil, refer to specifications. Ground Covers: Quantities shown are Square Feet of hods. (See Plan; i.e., 35 ) Steel Bed =Edging: 3/8 "x4" steel edging to be utilized to separate all planter bed • and sod lawn areas. (See Plan for bed perimeters /general dimensions) Concrete Sidewalk Panels: Utilize 2'x3' panels w /through joints, or as described in Preliminary Landscape Development Plans for InterUrban Avenue, prepared by Be * & Baird - Landscape Architects, for City of 'Tukwila. "Tree Ring Edgers: Utilize 36" diameter edgers of 3/16'x4" steel, aluminum or black plastic. To be installed around all lawn trees prior to stud installation. (See Plan). QUANTTrIES SHOWN ARE FOR. BOTH PHASES 1 '& 2. ef r to Drawing Sheer No. C-1 for Grading & Drainage information, tv Summer \ %1 \ <\ W'fl"r Sutln, Sun SCALE 1 "= 20W -0" TUKWILA, WASHINGTON Relocate street trees and add screen trees 12_11 -87 STA'E OF WASH NGTON REGISTERED LANI'CArE n 'iTECT ENNI;TH C. CAL WELL CERTIFICATE NO. 269 Carey/CaldKte1l Partnership • land Planning and Design services Route 2 Bet 14 Vask" wesr.!gi'n 4)&)7te (26) 463-2l94 .0.11•1.11011.11100.11.10131111.101.111111■IM 11.••■•■•■•■•■ .1/1■•••••■■^111•10■411.1111•1001•11111. ••••• qr. 7:2.121-j —12:7-i 1 wrr VI fz- 9v To er.. a IT-Ct4t.edkiiErra/J_P-C7 A49/c;. ez..t717ik16: -1-0o6cmL @ ALL G-Urct-tr AF'-48T AFF-A4b °Gift:, To e7e. iruerAti..tc.-) /4-Fr--e-T 6-1 FIR.,,../,44.17f-Aves.,--r.-pkijat Fli4461-1degAta CR.15Frg.TC ,/ —{4e6fz- vv.,/ .• • 17;14:71;1 4cm-eV i.,4%1ksfzeo, (-rc(n‘Ad.. vAZnisiakl) - 6' C.C,P1/4.01T-1::AMP...4... ‘,/r/ 71-tFeCtWki Joikrr Fe:12 Fee,c.2v44.. . 4.1_,6-azeEr --rge.r.06) 9;2 LA4F- 7 T2 / BUILDING SIGNAGE PA- 1A -TPA BUILDING SIGNAGE C.4641-- [f2191- 1; ' / 1 / / [./AAF.. 6,1 t, / T71k.1.- 411• • a • • . - • ••, -0-t44eta I Ktt-A.Aerfzie..C- *76,- aA661G-TAC1.---TYM. ‘'G" 1/Aeo.,12- 11-vcr--r.7 FV/"..,e<lYft.. 04-0 wocee::;fe4--4. 1 (49r4 ,&..37;242.c.k, _mac, #4,9F24.. Fe.,,,54:2144,6 -1/41 eh-11 -rd cv.,44k1 , PLANTS SCHEDULE KEY SCIENTIFIC NAME TREES MAP Acer rubrum TUL Lir iodendron tulip. CRA Malus sp.var. Radiant SNO Styrax japonica OAK Quercus rubrum PIN Pinus nigra CED Chamaecypar is nootkatensis Malus sp var. Dolga CUE Prunus serrulata 'Kwanzan' SHRUBS:AND...GROUND COVERS SPI Spiraea vanhdiatei HEA Erica carnea FCH Fuchsia AHF Polysticum sft.angul. CAN Iberis sempervirens VIB Viburnum davidii NKA Narcissus 'King Alfred' NMH Narcissus 'Mount Hood' DIA Dianthus plumarius TILT Iris k,1Prepferi CEA Ceanothus impressus COT Cotoneaster 'lowfast' ILE Ilex cornuta 'BurforAiil HEL Helianthemum nUmmularia A lstus purpureus alea sp. CIS AZA VINES COMMON NAME QUAN SIZE & COND Red Maple 9. Tulip Tree Nit Radiant Crabapple 1 Japanese Snowbell 2 Red Oak 6 Austrian Pine 9 Alaskan Yellow Cedar 1 Dolga Crabapple 2 Kwanzan Cherry 6 Vanhout Spirea "Mediter. White Heather "Peter Pan" Fuchsia Alaska Hardy Fern Candytuft David Viburnum King Alfred Narcissus Mount Hood Narcissus Cottage Pinks dianthus Japanese Iris 'Julia Phelps" ceanothus Lowfast Cotoneaster Burford Holly Sunrose 1 0 chid Rockrose G mpo White & 0 mpo Pink 21 2560 s.f 3" B&B 3" B&B 2" B&B 2" B&B 2" B&B 3" B&B 4-5' B&B 2" B&B 2" B&B 5 gal. 1 gal. 10 1 gal. 7 1 gal. 25 s.f. 1 gal. 350 s.f. 2 gal. 35 s.f. Bulbs 30 s.f. Bulbs 215 s.f. 50 s.f. 11 1920 s.f 461 125 10 i 40 VIR Parthenocissus quinquefolia Virginia Creeper 12 HED Hedera helix 'Baltica' Needle Point English Ivy 12 'Needle Point' Planting/Installation Note for Vines: Construct 1"x6" cedar triangles, 9" ea. side, as cutouts for planting in all asphalt paving and/or sodding areas. lnsta11 cedar triangles prior to asphalting/sodding operations, insure that triangles meet finish grade elevations of paving/sndding. Allow 6" topsoil in all planting tri- angles within asphalt paving areas. (Refer to Sheet C-1 for Wall/Paving Details) 1 gal. Bulbs 3 gal. 3 gal. 5 gal. 4" pots 5 gal. 1 gal. • Gal. 1 Gal. General Notes: Hydroseeding: See specifications. Substitute Wildflower Mix No. 8047 Applewood Seed Co. for wildflower mix in specifications. Sod Lawns: Install on 4" topsoil, refer to specifications. Ground Covers: Quantities shown are Square Feet of beds. (See Plan; i.e., 35 ) Steel Bed 'Edging: -3/8"x4" steel edging to be unliLed to separate all planter bed and sod lawn areas. (See Plan for bed perimeters/general dimensions) Concrete Sidewalk Panels: Utilize 2'x3' panels ‘v/through joints, or as described in Preliminaly Landscape Development Plans for InterUrban Avenue, prepared by Beck & Baird-Landscape Architects, for City of Tukwila. Tree Ring Edgers: Utilize 36" diameter edgers of 3/16"x4" steel, aluminum or black plastic. 'l'o be installed around all lawn trees prior to sod installation. (See Plan). ../..•■••■■ QUANTITIES SHOWN ARE FOR BOTH PHASES 1 2. , NOTE, Refer to Draw)ng Sheet �. C-1 for Grading & pratriage intormation. IN•■•••■••••••••••••■••=0.o• .1•••••••••rm01•101110 I: , 9 3 1 • 1. 6 vaanommorooftem••■001.16••••••■•■••••• STATE OF WASHINGTON REGISTERED LAND CAPE • ITECT roe /1 ENNETH C. CAL.61Aral. CERTIFICATE NO. 269 0■••••••••omosormooprow•••••••■••■Norminemi•Pree■ WY Of kinflP APPpr.1‘1ED MI6 A:1 ilt,PiA , • „ W N 0 0 co 0 w 1 uJ cr co 0) .4 SCALE 1".= Carey/Cavell Partnership • Land Planning and Design &Tykes Rowe 2, Bot 219 Vashom. Washigint 93070 ROM 463-21961 • 4•110.111••■••••■••■ AM. • 241 oanstruat1f.11 .1o4 POrtnilen$ 01110 /1/ 68.3\ '06"E. GHQ / E � :' /7 "2f '10" 4-� 65.00- I L - 19.82' 4. k \ 0 9' ( vo i 0 CT cb 0 1 N • \f L z4�3� MAPLE 0 1 \15 / �\ / 0 ■\W 0 % \0)' \ LOT % t01 / 3 � -Cx - / / �c '-___ ed curb crossing per cJityl regs (0t''Q HIGHWAY ENG /NEERS p11 to ST4. 95 *81. 69 AHD. 95 + 28.46 BACK CASED MON . CAP AKE 3 PLACES) 0 20 /0 0 4D 60 SCALE HORIZONTAL. MER /.ULAN PLAT 8 E/'N'CNMAR K ELEV. 23. 34 CH /SLED 0 IN St CORNE& OF 3 ' SQL CONC L /GNT STANDARD BASE ON E. SIDE OF INTERURBAN AVE. 50'± SOUTH OF /a4 (c/r)" OF TUKW/LA 03) LEGAL DESCRIPTIONS h\ 19.27 6'_o" 81 0 aik peg 'ty pegs TOTAL PARCEL: Tracts 4,5, 6 and 7, Block 15 of Hillman's Seattle Garden Tracts, as per plat recorded in Volume 11 of Plats, on Page 24, Records of King County, EXCEPT the northeasterly 40 feet, thereof, condemned by King County for road purposes now known as Interurban Avenue) in King County Superior Court Cause No. 109001; situate in the Town of Tukwila, County of, King, State of Washington. LEss the following by Condemnation No. 704726 to the State of Washington: ALL that portion of the above described Tracts lying easterly of a line described as follows Beginning at a point opposite Highway Engineer's Stz,tion P.O.T. 95+81,69 Ahead Equals P.O.T. 95 +28.46 Back viii a distance of 40 feet westerly, when measured at right angles, from the center line of SR 181, South Corporate Limits of Tukwila to Foster Interchange; thence northerly parallel with said center line to the North line of Tract 7 and the end of this line description. SUBJECT TO an easement for driveway purposes over the southerly 5 feet of the easterly 315 feet of Lot 4, EXCEPT the northerly 40 feet, thereof, as disclosed by Deed recorded April 17, 1950, under Auditor's File No. 4006073, reference to which record is made for further particulars. Cc Q JZZ cc itcr LLd ac '0 1 -- CC z O 0 O 0 (Ocn cc LOT A That; portion of Tracts 4 and 5, Block 15 of Hillmans's Seattle Garden Tracts as recorded in Volume 11 of Plats, page 24, re- cords of King county, Washington more particularly described O4 follows: COMMENCING at the southwesterly corner of said Tract 4; thence North 68 °35'06" East along'the southeasterly line thereof, 3.3 7 4fe`�t TO THE POINT OF BEGINNING; thence North 06 °19'04" West, 7.33 feet; thence North 68 °35'06" East, 195.00 feet to the westerly margin of Interurban Avenue (S. R. 181); thence South 21 °24'54" East along said margir; 47.00 feet; thence North 68 °35'06" East, 10.00 feet; thence South 21 °24'54" East, still on the west road margin 153.17 feet; thence South 68 °35' '06" West along the said South line of Tract 4, 259.00 feet to the POINT OF BEGINNING. ofbasccontainedlinwa Deed recor<,,edrApri s17, 1 950 5 feet there- of in April 17, 1950, under Auditor's File No. 4006073. Subject to a common driveway easement over a portion of the northerly 29 feet thereof mere particularly described as follows: BEGINNING at the northeasterly corner of Lot A; tierce South 21 °24'54" East along the road margin, 29.0 feet; thence South 68 °35'06" West, 130.0 feet; thence North 21 °24'54" West, 19.69 feet; thence along a curve to the left !laving a radius of 7.50 feet, through a central angle of 67'38'09" an arc. distance of 8.85 feet; thence North 89 °03'03" West, 0.25 feet to the north- erly line of Lot A; thence North 68 °35'0$" East along said northerly line, 140.43 feet to the POINT OF BEGINNING. LOT B' That portion of Tracts 4, 5, 6 and 7, Block 15, of Hillman's Seattle Garden Tracts, as recorded in Volume 11 of Plats, on Page 24, Records. of King County, Washington, more particularly described as follows: BEGXNNING'at the Southwesterly corner of said Tract 4; thence North 21 °24'54" West along the Westerly line thereof, 353.01 feet; thence along the Southeasterly margin of 59th Place South, along a curve to the left, the center of which bears North 71 °54'19" West, having a radius of 65 feet, through a central ai1g1e of 17 °28'10 ", an arc distance 19.82 feet; thence North 00 °37'31 East, still on the road margin, 60.10 feet to the Northerly line of said Tract 7 thenco North 68 °35'06" Fast, along said tract line, 157.69 feet; thence South 21 °24'54" East, 225.51 feet; them e. South 06 "19'04" East, 207.33 feet to the Southerly line of Tract 4; thence South 68 °35'06 West along said Southerly line, 136.34 feet to the POINT OF BEGINNING. SUBJECT TO a driveway easement over the Southerly 5 feet of the Easterly 16 feet thereof, as recorded under` Auditor's File No. 4006073. LOT_C That pertion of Tracts 6 and 7, Block 15, of Hillman's Seattle Garden Tracts, as recorded in Volume 11 of Plats, on Page 24, Records of King County, Washington. EXCEPT the Northeasterly 40 feet thereof, and LESS an additional 10 feet alongf€he Northeasterly line thereof, and particularly described !lows: Commencing, at the Northwesterly corner of said Tract 7; thence North 68 °35'06" East, along the Northerly line thereof, 157;69 feet to the POINT OF B::uINNING; thence continuing North 68 °35'06" Fast, 195.00 feet to the Westerly margin of interurban Avenue South (S. R. 181); thence South 21 °24'54" East along said margin, 225.51 feet thence South 68 °35'06" West, 195.60 feet; thence North 21 °24'54" West, 225.51 feet to the POINT OF BEGINNING. TOGETHER WITH a common driveway easement described as felle`ws: BEGINNING at the Southeasterly corner of Lot C; thence South 21 °24'54" East along the road margin, 29.0 feet; thence South 68 °35'06" West, 130.0 feet; thence North 21 °24'54" West, 19.69 feet; thence algng a curve to the left, having a radius of 7.50 feet, through a central angle of 67 °38'09 ", an are distance of 8.85 feet; thence North 89 °03'03" West; 6.25 feet to the North- erly line of Lot As thence North 68 °35'06" East along said Northerly line, 140.43 feet to the POINT OF BEGINNING. SUBJECT TO a temporary construction easement for a pedestrian trail over that portion of the lot described as follows: EEGINNING at the NOrthwesterly corner of Lot C1 thence North 68 °35'06" East along the Northerly line thereof, 195.00 feet; thence South 21 °24'54" East, along the road margin, 20.00 fee.t, thence South 68 °35'06" West, 105:00 feet; thence South 28 °46'46" West, 117.15 feet to the Westerly lot line; thence North 21 °24'54" West along said Westerly line, 95.00 feet to the POINT OF BEGIN- NING. SUBJECT TO a permanent trail easement over the following descri- bed parcel: EEGINNING at the Northwesterly corner of Lot C; thence North 68 "35'(1(" East, along the Northerly line thereof; 195.00 feat thence South 21'24'54" East along the road margin, 10.00 feet; thence South 68 °35'06" West, 105.00 fe,+t; thence South 25 °13'18" West, 12:3.79 feet to the Westerly lot Brie; thence North 21 °24'54" West along said Westerly line, 95.00 feet to the POINT UI RFc.;I`1NtNG. NOTE: for grading and drainage see drawing C-1 provide concrete sidewalk and driveway and 'maintain access to all utilities as required by the city of tukwila denotes 48" ht sign at centerline of parking stall for handicapped C ra Ni denotes area lighting pole location see light fiXture schedule dwg A-6 1-TEL.E ONC CClLV /RON P. PE O.40 'NORtH t O CAST OF COR, ZE 0 .1 1 SIZE TYPE 101A PR 3° X7° X1 3/4 101 PR 3° X7° X1 3/4 106 106 107 3° X7° X1 3/4 MATERIAL DETAILS HOW GRP ALUMINUM NARROWSTILE 1 ALUMINUM NARROWSTILE 2 REMARKS STOREFT DRS W/ KEY CYLS CLOSERS 8 THRESH LD HDW BY DOOR MFR W/ CLOSERS & THRESHOLD LUMBER CORE DR W/ 2° X4° GLAZED CUTOUT 3° X7° X1 3/4 3 °X74 X1 3/4 9'X20' -6`i( 3° X7° X1 3/4 113A 114 114A 3° X7° X1 3/4 9'X20' -6 "X 3° X7° X1 3/4 B OAK C OAK D OAK 0 I OAK C OAK D OAK C OAK SOLID CORE DR W/ FLUSH PANELS ACCORDIAN FOLDING DR W/ KEY CYLS SOLID CORE DR W/ FLUSH PANELS SOLID CORE DR W/ FLUSH PANELS SOLID CORE DR W/ FLUSH PANELS 118 119 120 16X6 3° X7° X1 3/4 3° X7° X1 3/4 3° X7° X1 3/4 3° X7° X1 3/4 3° X7° X1 3/4 8'X10'X1 3/4 30 X7°X1 3/4 OAK OAK OAK OAK METAL HARDBOARD ALUMINUM 11 11 13 16 SOLID CORE DR W/ FLUSH PANELS & THRESHLD INE111111 STAIR - s -w Iff i iIfll II1Il 3° X7° X1 3/4 4 SOL CORE DR W/ FLUSH PANELS & MTL THRESHLD MTL FRAME 7 INSUL DR W/ MTL THRESHLD & WTHRSTRPG WTHRSTRPD 12 SECTIONAL UPWARD ACTING DR W/ CYL ONLY NARROWSTILE STOREFRT DR W/ KEY CYL CLOSER & THRESHLD 20 MIN U L LAB 10 SOLID CORE DR W/ FLUSH PANELS 8X6 209 3° X7° X1 3/4 211 3° X7° X1 3/4 3° 'X7° X1 3/4 OAK 20 MIN U L LAB OAK OAK 14 SOLID CORE DR W/ FLUSH PANELS LEASE AREA 210 3° X7°X1 3/4 10 SOLID CORE DR W/ FLUSH PANELS A -AVA -3 - A' /A -S DS, TS6X5 GYMNASIUM 1 1 4 GENERAL OFFICE.,% FLUSH HARDBOARD PANEL DOOR TYPES 112B NO NAME VESTIBULE SCHEDULE FOR ROOM MATERIALS AND FINISHES ENTRY FAINT PAINT A TS5X5 TS5X5 112A r'> ,:: :.: a....,: a� ,,. ., TS6X5 WAITING RECEPTION PRIVATE OFFICE PRIVATE OFFICE. PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE GENERAL OFFICE STAIR NO 1 CONF/TRAiNING KITCHEN REMARKS OUT : "FUTURAS' SEE SPCS SEE REFL CEILING PLAN DWG A -8 HEMLOCK SILL W/ ENAMEL FINISH TYP 9`-0' CEILING HT TYP MIIIIMILIMIME MMIIIIIMIIIIIMIIIIIIIIIIIII .11111111111111101111111111111.111 �� ENAM �■ ■�� GYMNASIUM WOMEN SELF SELF JANITOR HALL COMMUNICATIONS OFFICE MGR RUB PFP PFP .ENAM` ENAM SEE DETAILS DW A -8 SEE DETAILS DW A -6 SEE ENLARGED PLAN DWG A -e SEE ENLARGED PLAN DWG A -6 91 -0' CEILING HT TYP 8' -0' CEILING IT PEP ':PREFIN PANEL° PAINT HEM OAK N A SEAL PAINT PAINT CPT EXEC OFFICE EXEC OFFICE EXEC OFFICE EXEC OFFICE 207 EXEC OFFICE 1/8" 1, 0" 209 210 CONFERENCE HALL LEASE AREA PAINT PAINT ENAM PAINT PAINT PI1111 AC T. N.R OAK OAK ENAM S RV S A' V 8' -0' CLG HT 1 -HR CONSTR PER UBC 9'-0' CEILING HT TYP HEM ENAM OAK S & V OMIT GRADE BEAM INut%JL THIS' ROOM PUT : 'FUTURAS' SEE SPECS 8EE DWG A--7 FOR ENLARGED PLANS AND DETAILS OF KITCHEN TOILETS AND STAIRS WOMEN MEN HALL T RUB N A SELF 8' HT SELF 6• HT RUB . N A PAINT PEP PFP GWB ACT GWB PAINT NA PAINT PAINT PAINT HEM HEM OAK ENAM ENAM 3&V 1111111111111111111MI 9'-0" CEILING HT TYP PAINT SKYLIGHT LINER TO MATCH 8' -0' CLG HT 1 -H11 CONSTR rEA UBC 9' -0' CEILING HT 8' -0' CEILING HT 8' -0' CEILING HT 8' -0' CEILING HT 11111i1 111111111111 r 1 I Z�I 4 ()It I t, ;$) "Iril � °i ;lji1;0� .Ite11i !I.!!1!i,111I'1;lol►I {h1 ru,- cif lji!t 1lI1I t: lI1li1!rtill1HH, i i;�li!i 1' ;11111,11;!.1.110 FINISH FLOOR FINISH FLOOR ELEV 27,5 NORTHWEST • WEST EXTENDED ELEVATION 1/8" • 1' -0 <4 11 SOUTHEAST' SOUTHWEST NORTHEAST EXTENDED ELEVATION 1/8" n, - 2" continuous vent space ear -span w acoustical ceiling suspended from structure 1 1/2' reinforced lightweight concrete EAST 3 1/2" continuous 'vent strip downspout insulating glass finish floor 30 e • ood trusses 24" oc see structural dray* SN I ream -air acoustical ceiling acoustical ceiling • suspended frr� synthetic .stucco vv'aII system KEY NOTES synthetic stucco wall system per specifications synthetic stucco finish over concrete metal roofing insulating glass skylight grade beam see structural drawings downspout expansion joint per wall system manufacturers standard details screen wall omitted for clarity bollards • NORTHEAST --shear wall see structural drawings 21" rigid "irb,...ation sidewai \ 4" gravel drainage cdurse iE 18" structural fill reinforced cdricrete grade beets finish 'Hoer elevati Jfinish'`grade - vapor barrier membrane per specifications uger cast piles see structural drawing S -1 n 27.5 -• perforated plastic 'drain extend to storm drain 1111111 11111 111 1!r i lti�l , z Ili 111 111111T; 11 1 III 3 f1,I 111! 6 1 Ili O1( + �(i l Is IL e I9 IX; 1, jc 7, w; iv ' 1 U t'! 1 i ��I� �1 1� { t i� iii I Ii 1i ,l�IJI!i { 7lII� {'!I 1 I }Iiiii+ II� �� ��i�l p�� ! I�i " I'i� � 1 11 I r! �, II ( ; 11� ! I 11 11 ;1ii(I I!1 , 41i i IA I; tl, GUY Y Of R VVI I_A AP J)R01'ED AUG 7_ 1981 AS !IVIED v 4 4.44441,44444444440.4444440444444.44.4441. 2-19 insulation 5/8" gwb --- 6x6 columns sill — synthetic stucco 5/8" gwb 6x column sealant .040 alum fiashg extend sash section to frame alum cover sealant .040 formed alum flashing fin to match sash alum sash-- synthetic stucco wall system N sealant 3/4x blocking let stl anchor strap nut and wshr into 6x6 — .040 alum cover on 3/8" pwd JAMB 13 DETAIL 5 DETAIL 5/8" gwb 6x6 columns insul wall below 6x column extend alum sash to frame cover .040 alum cover typ alum sash sealant 3 diam dovvnspou see details dWg A-5 DT&C bldg ds see plan for locations 7/A-5 I .040 &urn cover sealant typ 6x column - synthetic stucco wall system typ 14 DETAIL OUTSIDE CORNER COLUMN 6 DETAIL COLUMN 3 DETAIL 5/8° gwb 1/2x1 1/2 trim 3/4" trim enamel fin .040 alum cotter Oh 3/81 pwd typ 2x4 1/2" alum sash typ sealant 6x column k operable partIton or folding ?door 2x4 framing insul waH- .040 alum cover typ 2x blocking .040 alum cover fin to match sash form 1/2" returns Or slip 'fit over gwb secure t alum sash with vinyl gasket adhesive tape 2x4 1/2" au M sash typ sealant extend tube to frame alum cover 3x coluMn /.4" projection ityp ri./11/00/1, MOM sealwit .040 formed alum flathing fin to match sash — see det 1 belew for grade bm notes 15 DETAIL OPERABLE WALL JAMB ,•/2x1 1/4 stops typ 1/2x1 1/2 trim typ 112x3/4 stops 1/2x3 1/2 mullion typ insUl wal! below sill sW 1/2" plywood R- 19 insulation lumber core door see schedule dvvg A-2 3/4x frame typ N 2x4 studs typ 1/2x3/4 stops --'1/4" glass typ 40 alum coVer typ JAMB MULLION JAMB 17 DETAIL INTERIOR DOOR WITH LITE 16 DETAIL INTERIOR RELITE , /j 'OETAIL iNS1E)E CORNER .111.0.4.0•■■■•••■•■•01■1010.1111•000.1.1110,1101141104ININIIIIWIIMI. N' • 11".d' r ;51 !ic.1 ; JI ikr;fHH;;, 11111•1106116.111ft 1 Y • Ir. P. .1 mom • 4 4 Pr \AS* 40 4111) 4444 A k 44,04, 4, "fr 4711# IJ SECOND FLOOR REELECTED CEILING PLAN 1/8" 4 TIMIIMIMMUNOMmINIIIIIIMMIMPONNOMININIMIW �Wt -1•11•.11111•1•11■ —V • O 0 NO* gypsUra ceiling at bott ©m' of trusses': `'. • this'• area approx c1g' hi. .6.',;(3.'" • • 84 • 1 • I/1 4 /1 • liv#r" ■441 4C4* 4,4 e�HSA \•• • aM a.:t 0 0 N4CAS*41, .414,frfr • gypsum board ceiling per finish schedule and specifications acoustical ceiling per specifications 24 "x48" lay-in panels typical skylight opening see details ceili g 'track. CEILING WALL for folding doors and operable wall see details tr CC zuZ( CL fluorescent lihtin fix #ure recessed la g g y -in suspended ceiling system ff""i�fluorescent strip lighting fixture w m o exi# sign wlth directional arrows where required j � 4- E track and `track lighting fixtures incandescent lighting fixture mounting height in inches above fin floor smoke alarm per UBC requirements FIX`:UR.E. SCHEDULE' TYPE CAT No MOUNTING REMARKS Crescent 24ART440 -DLA Trent 213SWH Brownlee Trent 214SWH lay--in reeessed heat removal troffer w/ 1/2x1/2x1/2" silver paraeube lens w 4C c‘i CO surface 22w fluorescent fluorescent Nutone 8663P recessed 100w surface Crescent SRW23o bracket Crescent Ci4OW under - cabinet 2 -30RS daylight 1 -40RS recessed PAR 38 150w H- -7T -76 recessed flood 150w exhaust fan-light extend ducts to 885 --AL wall caps fin tm wall keyless porcelain holder fluorescent 36" long with convenience outlet fluorescent strip lights 48" long see kitchen cabinet details incandescent downlight bracket 70w HPS H8605P 4655BA Spero L1700P ceiling ER40 incandescent damp label downllght complete with ballast and wall` mount downliglt height in inches above landings photocell 'minature power trac iighfilg system no:' track length in inches P8 / 250 /HPS /20 /DBP /2M /SF= PC /SRN-16 -2 718- 7 /DBP 1-hr rated suspended ceiling system 12 -2-87 United States Gypsum Co "Firecode" Acoustical Board, Natural Fissure #2- 56765 5/8" thick 2'x4' panels sUpported in Donn Products "DXL" Fire-Rated Suspension System . see dwg A -1 for area �f lighting pole locations Cli? OF 'fU ILN �pr)R0 v DEC 3 \98 -31987 crrY OF TUKVvILA PLANNING' DEPT, FIRST FLOOR REELE'C'TD CEILING PLAN 1/8" • . +. .. ice_ . . . . i . ;6 . y�. EL, p C' 400, . • . G —rs r --.• i . . ' ■ MI , I I/ ...„, L. ,, l/L lir kill I= i.'' • • 84 • 1 • I/1 4 /1 • liv#r" ■441 4C4* 4,4 e�HSA \•• • aM a.:t 0 0 N4CAS*41, .414,frfr • gypsum board ceiling per finish schedule and specifications acoustical ceiling per specifications 24 "x48" lay-in panels typical skylight opening see details ceili g 'track. CEILING WALL for folding doors and operable wall see details tr CC zuZ( CL fluorescent lihtin fix #ure recessed la g g y -in suspended ceiling system ff""i�fluorescent strip lighting fixture w m o exi# sign wlth directional arrows where required j � 4- E track and `track lighting fixtures incandescent lighting fixture mounting height in inches above fin floor smoke alarm per UBC requirements FIX`:UR.E. SCHEDULE' TYPE CAT No MOUNTING REMARKS Crescent 24ART440 -DLA Trent 213SWH Brownlee Trent 214SWH lay--in reeessed heat removal troffer w/ 1/2x1/2x1/2" silver paraeube lens w 4C c‘i CO surface 22w fluorescent fluorescent Nutone 8663P recessed 100w surface Crescent SRW23o bracket Crescent Ci4OW under - cabinet 2 -30RS daylight 1 -40RS recessed PAR 38 150w H- -7T -76 recessed flood 150w exhaust fan-light extend ducts to 885 --AL wall caps fin tm wall keyless porcelain holder fluorescent 36" long with convenience outlet fluorescent strip lights 48" long see kitchen cabinet details incandescent downlight bracket 70w HPS H8605P 4655BA Spero L1700P ceiling ER40 incandescent damp label downllght complete with ballast and wall` mount downliglt height in inches above landings photocell 'minature power trac iighfilg system no:' track length in inches P8 / 250 /HPS /20 /DBP /2M /SF= PC /SRN-16 -2 718- 7 /DBP 1-hr rated suspended ceiling system 12 -2-87 United States Gypsum Co "Firecode" Acoustical Board, Natural Fissure #2- 56765 5/8" thick 2'x4' panels sUpported in Donn Products "DXL" Fire-Rated Suspension System . see dwg A -1 for area �f lighting pole locations Cli? OF 'fU ILN �pr)R0 v DEC 3 \98 -31987 crrY OF TUKVvILA PLANNING' DEPT, FIRST FLOOR REELE'C'TD CEILING PLAN 1/8" PRE,FI NISHEC1 PANELING 24x361 MIRROR LANDING t\J GRAB BAR — 3 —64 HT WALL C-4," I -e V-4," 1, t'-&` t 5'-e) Ve." 11-4" V-01' V -CP HALLWAY f D F / LAV COUNTER URINAL 4-Lel CLOSET EAST WALL MENS TOILET FIRST FLOOR 3/8" : 1'-0" ( WEST WALL WOMENS SIMILAR - ALL DIMENSIONS / HANDICAPPED CODE ) 111A LL. Mil:I.E.R111-11_ TN RE:-:;Tki'li(Y\ (,) TO CiA117L.Ni SEC, , 510 (0 \ 0 SMEAR %A/ LANDING PLANTER PORCH F/ HOOD HbcD FOLDING DOORS ' 4 24' W sHELYES W/P LAM FIN ADJUSTABLE ON 101,V XT HO STD *SIANG) 72' LG W/ K&V BRKTS #187ANO 2 iLI3 3(3" OC OF 1/2' OAK CAP GRAB BAR 1/2'x1 1/2" OAK TRIM SEE DETAIL 1/2x2' 1/2' OAK BASE , CORNER OF PLANTER DING F OL111.11 1 PAN VYITH DR IN THRU PLOort 1'0 DAYLIG • K HANDRAIL ON ETAIL BRACKETS L A ND IN GYPSUM wALLBoARD.--- #1,5 TRIADS1 111 : 4.119.56, 11,6t: 2' 1 9 1/ ovaNs N I d _ it.,___w_ INIC1 .EF N I C cioseT HANDRA1 IEXH ND \CABS OVER FL N I C CNtR --- KITCHEN 5 LT a 1 FINISH FLOOR NOSING I I t- FINISH FLOOR A-A' SECTION EXTENDED ELEVATION AT CENTERLINE STAIR NO 1 FIRST FLOOR PLAN 1/4" : (";ITY OF itfl11vft/\ APPR()!I E D /AUG '7 1987 AS 10111) r!ii! nIfq .ftworamora. ...rnowomismoommterorral CIFT I II Pft 7,111 (it ; ()it 11141mIli1 h: 11111111;1.HW i /i 41 ill IL I I '51 I) j. , .18 ,L ; 1.) , it It. z lull( I IIIIi°111!1;!11111'WhiPUh1 ,HHLW Hr'HIldtar,11 11 p L 21ml:7:rim= ICONTy WIWI- / \ xi' N \ \ ( 0 T ,, — \ G i 5L A\ ON II( iC A ‘G * \ tEA.W/ 5,, ;■ * 4(0 ..- s..\.) F —TS 5 )<5)<)/4- 3 5 )( 5 x4. 61,15•7 1-1A7A-T-TH'' 1Z-0 1210 - 1- SLAB ON 1.4 A D Wif 0(40 - 0/1 w 1V1 OVER. VA P012 E)Al2.1?-1E. - 4-11 CIPAVEL COMPACTED 5TRLICTURAL FILL MATER 1AL Ci 1,ZA DE bEAM I-47 -4 7,4 5 5x5,4 I PLY WOOD L,(Co 010 OC 3 )( TR EATED W/3/4*9"Ae) e 24." OC , TIE(')&12'oc .1 4.4 2-4t 5 COKIT --CiRADE BEM/ - 4f 9 L)NT TOP 4 &IT FOUN DAT ION 4 F I 12,5 r FLorN PL AN /1 -lit 111\2-V/ CONTROL JOINT / EA. SIDE RETAIN'IN6 WALL CONTROL JOINT 34-u k 5HEAR., WALL SCHEDULE T \fF'E FR AMINCI fIL`f WOOD NAILII‘Li ANC, 1-1 OR C) I ' --2.))‹cIGHOC - 1/211 PLYWOOD EA (..- SIDE 10d .2' 2" OC ALL EDCIES 4x " AE3 et1., OC p(1--A \L.-7 - - '— Yz," PLYWOOD EA SIDE 104 u :I 0(_, c.-.... A.LL EDCiE.--S II. 3)4. 0,//-y,F AB24-11 DC, -r-Yr 162" IP oiNc. PILE LAP CA De BEAM 411 AL} - 3- #0 1-01---) 1 130T 121L7 ND INTO (IRA DIE BEAM LE CAP 2 (i; 1 6)1 OC, PLYWOOD EA SIDE --- 2TEATtD ., W/3/4Y4s 9 II A {5 C*'624-.W 0 OC 3-45 EA, Pi\CE CITY OF TUMVILA APPROVED AUG7- 1987 AS NOTED l'71117..-1717.75.!ci.17:1F774-"""' 3 - E; svop 4 Berro_ErNiFiLelfz.1::: jtviEpe T t_..: (2 - 3 -6) Avyky 4om p41 61c -1-(p. ____________ " Yql 1<"611•1 CONC.. piLe c_Atr) 1- C'NE t`tP) FOR. INFO NOT _ill( AkiN EE Zys'i 111 3 sift "I. iiii--1 't:rt-, ',' i I flt ii-011i 1 16 .i. t.i 1 IL , ii) , '(i , HIIUM HY:I:ill IIIIIIIIIIIi!ViiiHifil•ffill111!1!!!!!IWIIIIHffikHhilil!ltilholrf 1 N■).18 I I le' 3 WHHIMIHHOMUHI Z >4(9 5-MI) WALL /4. 014, !..)x ['LAT F W1 BOLTS OC "-.71-A6(-1E (:') 511\APSON 7 W1-‘EEE--- I NOILATEC) ON PLAN 5%6 (IL 2)((L 57t.IL) WALLH 7, 61 k; 1 1 ilt1I11111311011.11. 111111ti. N ta . . It 110)i I I i 11111.1!.111 11111011111111i 21 6L5-TYPICAL _7=17 _____Jir===1-= TT STRUCTURAL NOTES 1. GOVERNING CODE Uniform --2.--DESIGN LOADS (A) Roof Live Load - (B)floor Live Load - Wind Seismic Stair Live Load - 3. FOUNDATION Design per soil report 'f WOOF) ',;-111D FA iIDE 5/&" WELDED '5F0D5 Z4uOC EA 5IDE 41110111■011111a111011•01.1000mossr010.00.0•■■•••••■••■••■■■••••• WOOD TRLI 1 _ ■ _ - -•- a -- _ - EP. I D C-i1N161 4/-- WA LI_ PAR A L 1__ Es- TO TR U35ES 2"4 Di1\61 ESIZACIN6 W/2 51kAPSON d 35 EA END-ThP "Er ROOF FRAMING PLAN DE516N LIVE LOAD =251)517 ON ALL k'ODFTP.1-55 b ttt 2-x. I. () C. I-411\! (71T-W71(arl 6. Co7(..) 1-o .1_ OP f_ WALL IDERPE-_:NDICULAV. To 11 , ri 1H I 1 i I 9 " 11 0 - 511M. SIMPSON 1-IW CrIZ /SKEWED 41:.-).°4INVEIZTED L )(60*),Y4 >4101) 3- .34-4) BO LT5 EA LE6 ' 31 uri , 11,1 ()II '16 1114 HI! l'H',Hf !Hi.,Hiii,kH1::00:;HH.I;1111H11!!!!!! Z_ .11.01.0*■■•■••••*11..*••■•■••■■■•■••■■••••■••011*11.7.0.1•11.0.■■•■ - SIMPSON 1-11N GIL 51-4,EWED 45° 2'& 57Ur.) `NAL I_ OR OLE) • t' I it: ui) I Building SIX STAR BUILDING 86100 Code, 1985 Edition, 25-0sf 75 psf 80.0 mph exp, C Zone 3 100psf by GT Lobdell. Contact Soil Engineer before commencing of construction. 4. REINFORCED CONCRETE (Unsupervised) f'c e 3,000 psi, ultimate strength at 28 daYs. fs e 24,000 psi, grade 60 steal, ASTM A615 WWF reinforcing to meet ASTM A185; min. lap 8 inches. Al) reinforcing shall be spliced 36 bar diameters minimum except where noted otherwiss and detailed according to ACI Manual Of Standard Practica (latest edition). All reinforcing shall be held firmly in place during concrete pour by means of precast concrete blocks for slab on grade and adequate wire ties. Thoroughly wet all reinforcing steel just prior to concrete pour. Construction joints shall have reinforcing stubbed through. Chamfer all exposed corners 3/4". All concrete shall be cured by keeping it thoroughly wet and protected for at least 7 days. Grout for auger cast oiling to be 9 sack rnix• Provide shop drawings of all reinforcing steel to Architect for approval prior to fabrication, Minimum Concrete Cover: Wall Faces - 2" Footings - 3" Slab on grade - 1 1/2" Slab Min. Reinforcing WWF x 6 - W1.4 x Provide necessary control joints to avoid shrinkage cracks. Minimum Wall Reinforcing: 8" Wall 114 @ 12" o.c. horizontal #4 @ 12" o.c. vertical at 0 of wall Provide 2'-0" x 2 -0" horizonta corner bars to mistch wall reinforcing and footing dowels to match wall vertical reinforcing. 5. WOOD FRAMING USE CATEGORY MINIMUM GRADE Joist (2" thick, 5" wide) HF 1150 Fb (repetitive), 1400 M-E 4x Beams & Ledgers DF-L No. 2, 1500 Fb (single) 4x Posts 825 Fc, 1400 M-E 6x Beams DF-L No. 1, 1350 Fb (sing)e) Studs, Plates, Blocking No. 3, Standard or "Stud", 500 F Any species allowed, Unless otherwise noted. Lumber grading (and strosseS) in accordance with WWPA Grading Rules, 5th Edition (1981). Ali lumber 4" or less in thickness to be marked "S-DRY". All lumber in contact with concrete or masonry or exposed to the weather to be pressure treated (P.T.). Beam and Joist hangers, and post caps and bases to be. Simpson Unless shown otherwise (all references on the drawing are Simpson Catalog designations). All beams and posts to have metal framing connectors at all bearing points. Provide double joist under all partitions and (3) 2 'x 4 nailed laminated posts under beams, unless otherwise noted. All framing,to be nailed per WIC Table 25Q. Typical headers to be (2) 2 x 10 unless otherwise noted. 6. PLYWOOD Nailing noted below is minimum; see drawing for closer spaced nailing. Roof Plywood Floor Plywood Exterior Walls and Interior Shear Walls - 5/8". 42/20 exterior glue with 10d nails at 6" o.c. at all edges and 10" ci,c at all supports unless noted Otherwise on plan. 3/4" Tend G, 42/20 exterior glue with 10d nails at 6" o.c, at all °dos and 10" o.c. at all supports unless noted otherwise on plan. - 1/2" plywood with 10d nails at 4" o.c. all edges an 10" o.c. at all supports unless noted otherwise. 7. GLU-LAM BEAMS H Douglas Fir-Larch combination 24F (ft) - 2400 psi) hi ie 165 psi with exterior glue. AITC approved fabrication. Giu-lam material must be obtained from en approved fabricator witO must subiiiit details and specs to Building Department for approval prior to fabrication. Notify Building Department for inspection when glu-lam arrives on job site prior to erection. 8. ANCHOR BOLTS - 3/4" x 9" AB at 24" o.c. otherwise on plan. 9. STRUCTURAL STEEL: All steel to be A36. All welds to be E-70. All bolts A307. 10. SPECIAL INSPECTION REQUIREMENTS Gary Lobdell Geotechnical Consultants to inspect drilling and placing of piles. Cascade Testing to inspect concrete, reinforcing placing and welding of all steel. •1. typical or noted LU LU 4 Z C). Z a. Z, 11.1 CO < > -‹ olx 14' LLJ < t D' r), LIA .csj (\./ Pv P ir • (ill f A /AUG 7 1987 As Hill de: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CHECK THAT CONDITIOXSO ASSUMED DURING DESIGN ARE VALID. CONTACT THE BUILDX DEPARTMENT, ARCHITECT AND ENGINEER BEFORE CONSTRUCTION COMMENCE ‘q. N.! 12. Wood truss joist shall be sized and detailed to fit the dimensions and loads indicated on the plans. Structural calculations shall be sealed by a structural engineer, licensed in the State of Washington. Submit shop drawings to the engineer and building department for review prior to fabrication. s a 0 13. ADDITiOWId. FOOTING INFORMATION ; - - pile capacity mai. 30T 16' augercast pile 3'-p* into dense sandstone passive 430 Path 6" deep engin.sered fill