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Permit 5488 - Key Bank - Offices and Teller Structure
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /549 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # _5- Control # 88 -359 (512) 18000 ANDOVER PK W. BANK OFFICES P.0. BOX8050S PK P8A8OX 8805 PARK FOR BUILDING PERMIT ONLY Suite # 101 Tenant KFY RANK Assessors Account # 352104 -9055 Phone # 575 -3200 Zip 98138 TUKWILA, WA #SFGAI RP1 S1M5 , TUKWILA, Approved for Issuance By: Sq. Ft. Office Storarehoage/ use W Retail Other Occ. Load 1st F1. L/0() 6'2 L12 -2nd Fl. 3rd Fl. Total Fire Protection: El Sprinklers 0 Detectors Zoning a)-2 Type of Construction Special Conditions Phone # 575 -3200 Zip 98138 4A, Date:/42/ 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 TOTAL Receipt # 6241 Receipt # 6241 Receipt # Receipt # 6241 Receipt # Receipt # 23,688. $ 243.00 $ 15R_00 $ 3 50 $ 404.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ['Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMII BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABAN00NED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES VIOLATE THIS CEL OITHE WORK PR'tt 4 f$ IED ANY WITH OTHERWHETHER STATECIOIR L HET. AIN OR NOEGULATINGGRANTING CONSTRUCTION PERMIT OR DOES THENOT TO PERFORMANCE Of CONSTRUCTION. LAW Signed Date //- LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Owner (signature) ( 1 I, as owner of th r arty, am ex p1 s(ye�l f% ratting with licensed contractor's to construct the project. oate1 /— Z1 -`-S' 1 ( r CITY OF TUKWILA • Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - BUILDING PERMIT Work to be done Site Address 18000 ANDOVER PK W. Building Use BANK OFFICES ProAddres SE Owner GALEOBUSRS PK Contractor E�ALE B0i RS PARX Address 0 T.I. PERMIT # Control # 8$ -359 (512) Suite # 101 Tenant KFY RANK Assessors Account # 35 ?404 -9055 Phone # 575 -3200 Zip 98138 FOR BUILDING PERMIT ONLY TUKWILA, WA #SFGA1 RP151M5 TUKWILA, )�1, Approved for Issuance By: Sq. Ft. Office Storage/ Warehouse Retail 2nd Fl. 3rd Fl. 200, Other Occ. 6-2 Load Ll2 Total Fire Protection: Eg Sprinklers [] Detectors Zoning fl') -2 Type of Construction Special Conditions Phone #I 575 -3200 Zip 98138 Date:/1_0_3'Y Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 23,688. Bldg. Permit Fee Receipt # 6241 $ 243.00 Plan Check Fee Receipt # 6241 $ 158.00 Demolition Re Surcharges Recceieipt pt : E 6241 E 3 50 Other Receipt #t $ Other Receipt # $ TOTAL $ 404.50 FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary ['Single Face ❑ Double Face [] Wall Mounted [] Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES 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 EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNIN THfy IS TYPE OF WORK WIl,1y BE f,OMP IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE ill?➢ EL THE P I ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. /1.----..., /1.----..., / Z!- Signed / ��(- LCJ'��/ /' / /'�'"• Date l - 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. Contractor (signature) OWNER- BUILDER DECLARATION l ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale. ( 1 I, as owner of(th r erty, as ex s1 c ratting with licensed contractor's to construct the project. Owner (signature) Date / / -z�-i _..__._� CO- Sq-oo -. CITY OF TUKWILA Building Oivision 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspect&on ✓ Site Address / 8072 ) Requestore{/Le/ INSPE '"ION RECORD PERMIT # 5e--/ nr Date / /G/ /8r'% c.' Ai v Special Instructions Date Wanted / 4, Project ,,44,« Phone # 52Y-30432) (2 a.m. p.m. Inspection Results /Comments: /4)14,/,/92_ ) Inspectorr1- '+'` --- Date / 'CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT'''ION RECORD PERMIT # Date //%,a2 /p P Date Wanted /4, d-i-G7,4"2 Project 211a4( Phone # Type of Inspection /L'/X4 /f11/6 Site Address Requestor ry vw<V reYm.wrwrrro-..., a.m. p.m• Special Instructions Inspection Results/Comments: /r�liAk //-x4, d�-r a�m 6' J/1 egz- �' .�Y¢ ff"m16i -1 Cf o'o•Nx. 7';',8,'/L �'- x°.�%' J /2Mi c �" OO4'‘. e Inspector ;241- e00-1 e Date / .,.7.23yY" • CITY OF TUKWILA Building Division • 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /S'ov Requestor Special Instructions Ne t-J. i dL" _rQtL,U INSPECClON RECORD PERMIT # `./ Date P - ' - 47`(14L'1,6/ I Yd : b' Date Wanted a.m. p.m. Project tc_ti 4541„J Phone # Inspection Results /Comments: l let v -_-i Inspector Date /02 -//'7- GITI OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT ON RECORD PERMIT # 5 `a) Date /2 —/t/- -? Type of Inspection �o� -�w„ o Date Wanted /�— /5' Site Address /Kegb z�v Pi- Project K 13ok.-<-.., Requestor , Phone # S 7S: yk 3n Special Instructions a.m • Inspection Results /Comments: ri� or , (1-("1-et—,1/AZ:;T: —. 7p1 --igitze%J. Date /2- iw..wau...e.e,.xw... rowan.+. m, ncu�.«..+..+. w»...,-..+ ............�...,...- �r- ..Y..._ _.__.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 0,e, Site Address $'1O"©O Requestor /CIC Special Instructions g -6;id .............ru�x...wuMmsw:e lava.:, aNxl�v+ l.:.l+e.+n6Ntk >.x�.+Y!/x1':4:. • , INSPECT "ON RECORD PERMIT # 514 Date Date Wanted /07 -a-F231 Project Phone # .m. Inspection Results /Comments: 1 LInspector. Date 1� f CITY OF TUKWILA Building Division Tukwila, tWashingtonu198188 (206) 433 -1849 Type of Inspection Ft Site Address /'v o o ..A—v,A1 cc,rr.A_ , Pk (,.) Requestor 4% SC-- Special Instructions INSPEC'ION RECORD PERMIT # 5c(ce g Date /2 Date Wantedgtcs , Z -c- ‘.m. Project /<-e3.7 ✓1�a.ulc Phone # 5 7,- c_i& c_/& o Inspection Results /Comments: _/� Inspector 7201A-et. Date /.-2-/‘Af CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address J 50 00 aD ue)' Requestor /; e_ l; Special Instructions w...,+✓... �... c.,,. w�w.. me. w+ wreamM4Nxx ,iv.•;51y�LVU�Y.dwuiMtl:. ^. INSPECT 1N RECORD PERMIT # 67 l�() Date v2- 0 `-7 Date Wanted /a -2 -0 Project /1,,4/ 2r4y4 Phone # 5 53 0 • 111 • Inspection Results /Comments: /i 172 /77 ©% Inspector Date .42 - • CITY OF TUKWILA Building Division 6200 Tukwila, tWashington u198188 (206) 433 -1849 ype of Inspection i to Address ;equestor l2 cg ;pedal Instructions INSPECtYON RECORD PERMIT # Date r`lIC L.t..� . .i"4/ g T /1 -' Date Wanted 7-La.., //10.9. p.m. Project k'.t2,1 i, Phone # ? y� o Inspection Results/C�omments: r%i '? f "O ...�i�i A95.- "--7/4"7 /2-7 te',1 -' -, 4-4' ©1�e /.�- �o� ec. ate" i6v. /, ' , S'e, s- *'� �.. ifraef es-- c i GUc2 ? //S Inspector Date /// -97 :./ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC(:::'ON RECORD PERMIT # Y 4 Date ( I - —7AI utiarr..rrn lttl ype of Inspection V_21 Date Wanted., Ii � a.m. ;ite Address f C0ao /4-Kg „J-t'L, ;equestor S,vP So"ia Ca special Instructions Project Phone # Inspection Results /Comments: //(' j ,46/7- !//you)/ 7`2fr^ Date // --e5s44, CITY OFTUIWILA Central Permit System Control No. 88 -351 Permit No. 641ect3 FINAL APPROVAL FORM v TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks /Recreation Project Name K �rl, 9V /< Address / OHO A/ /)C2Ut Y? Pk./ 1J- Type of Permit(s) ~71 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 th nature 512_ Date' �3 f CPS Form 3 IL TO: '!. CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126Tw PLACE KIRKLAND, WASHINGTON 96034 EVERETT JaC9AL -. USIIJESS PARK. i�.0. -BO7( 8$O5O TuKv -/I LA, A. c)81 (2061 623.9600 (2061 259.0917 ATTN• _S-rave- ►.1E. L soffit THE FOLLOWING WAS NOTED: FIELD TEST DATA A. REP FIELD 4'24 1 l S REPORT No. No DATE 12. /15 /es CERT. NO. :39-45 PROJECT SE614LE Eo.st.1GSS i��4R4. LOCATION IS000 At.1DOvaR PARA4 \Al. BLDG. PERMIT NO. 542$ OWNER WEATHER GL eAIR TEMP. 2.10AT i, 30® AT PM ENGINEER ARCHITECT CONTRACTOR .aA L.E ti15r TRUCK SAMPLED 344D TRUCK TICKET No. I et, 07 7 TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR iO :OC ' 3,/Z 3% CS (950 / i 6 4-,c�. (0`1° 3S 2504 I - Iz TOTAL ! 6.c:---o06 ,S"9)4,c:, 3c►y y l - /z 2.8 153 o0 0 54c0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5{14• STRENGTH PSI SET No. FA. !4 12. -zz 7 CS (950 / i 6 4-,c�. 4 1 -7U WATER 2504 I - Iz TOTAL ! 6.c:---o06 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 351Z I2. /IS- 12. -zz 7 6:X12.„ / i 6 4-,c�. 4 1 -7U 35,3 I - Iz 28 ! 6.c:---o06 ,S"9)4,c:, 3c►y y l - /z 2.8 153 o0 0 54c0 PRODUCERS: CONCRETE 31-10 AEA ADMIX / (� CACI2 PLACEMENT AREA & NOTES 'AfO r\L ` Orii■16j.5 CEMENT CU. YARDS PLACED 151) . 114 V. % DESIGN STRENGTH °00 PJl INSPECT COPIES TOL S Vii) - \ 1 ('.3I. 12, .? / _ r SIGNED: tt� TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT 17.0. .a 4 8$050 T Kv-! I LA I VJA. C) ( (206) 823.9900 (206) 299.0817 • ATTN • THE FOLLOWING WAS NOTED: FIELD TEST DATA A.'1I�L# REP FIELD 4' I I 1. € REPORT No. •�i' No. DATE I2. /15 /SS CERT. NO. gg9- 45 PROJECT SEGAL.E Eusll-tcs. -PAR-4. LOCATION ` 000 ANt,' ©\IER PAR \4. BLDG. PERMIT NO. 545$ OWNER WEATHER C,L.eAR TEMP. Z1 SAT -7; 30,s5D AT PM ENGINEER ARCHITECT CONTRACTOR _ .CAA L.E v 1..15T' TRUCK SAMPLED 341° TRUCK TICKET No. 1 4 2 , 6 0 71 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AI R IC: 00 . ►i: 3% ya C.A. 1950 / 1 vcC, 1plc 3g 250* !- J z TOTAL 3 i'I /-/Z za COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5,4 STRENGTH PSI SET NO. FA. (4oc i z - zz• 7 ya C.A. 1950 / 1 vcC, 4110 WATER 250* !- J z TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 35 sZ 1 z As i z - zz• 7 6:x If / 1 vcC, 4110 15 i 3 !- J z 28 3 i'I /-/Z za PRODUCERS: CONCRETE •WA7 AEA, ADMIX �y� PLACEMENT AREA & NOTES t A �� 1O r "i ' voTII J 3 CEMENT CU. YARDS PLACED 15:/1")5 . CAC12 14 % % DESIGN STRENGTH X00 P.I COPIES TO: 5 b LSO INSPECT SIGNED• TO: CASCADE TES' LABORATORY. INC. TESTING & INSPECTIdk ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT EC --,ALP "us( N E.SS PARK_ iL -PO.Bevc 880so Tu K\IV 1 LA I \NA (206) 823.9800 (2061 239.0817 �813a ATTN. STEVE THE FOLLOWING WAS 'l.JELSot� NOTED: FIELD TEST DATA SEE FIELD REPORT No. `1 $ No DATE 1 L -23 -88 CERT. NO. 859 -4. SLUMP PROJECT SEALS Bus. "PA RK ALLY"', 862 LOCATION I A 14 DoVGS R FART. W. YEILD BLDG. PERMIT NO. 54-88 OWNER CONC WEATHER ThRTLY CLDY TEMP. AT AT AM PM ENGINEER EKG. No WEST G (C 2 ARCHITECT ?Au' L.. Se(l3CrT 7 A5 _s„.. TC.A. CONTRACTOR SEGALE CojST, _ TRUCK SAMPLED 343 TRUCK TICKET No. 0509'2. TIME _ SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1: 5 , • .3�/zlr 41o# G (C 2 TC.A. A- Il 19 S *- J 2339 WATER 1 L 2 S TOTAL (, 12_0 .23,3's. c i 2- �1 1 "i3oc 0 6/2_ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD II SET NO. 73.83 SAND FA. 1 41o# G (C 2 TC.A. A- Il 19 S *- J 2339 WATER 1 L 2 S TOTAL (, 12_0 .23,3's. c CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 73.83 11- 2 3.88 / 1- 3 t 7 G (C 2 1131 OC A- -GcC *- J 2339 1 L 1 Saco (, 12_0 .23,3's. c i 2- �1 1 "i3oc 0 6/2_ PRODUCERS: CONCRETE AEA PLACEMENT AREA & NOTES • •► C ADMIX EMENT CAC12 I Nspec-r .D Velf,LFoRGG/vMENIT 4T 13A N( VAULT' SLA13 5% s K,/ Tye 1i . CU. YARDS PLACED DESIGN STRENGTH DP 1 Go AA R.- s .a 3 -6x 54IPL S A14D 1 K. A SLcJMP TEST ,F 3�zr( INSPECTOR: g ���/�'^`� �3 COPIES TO: ` OK(-5 ) I Z -) 12- SIGNED: Kr-LIP TO: PREVIOUS 'tt� Zt5� REPORT No. CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126Tw PLACE KIRKLAND, WASHINCTON 98034 12061823.9800 E V ERETT 12061 259.0817 S2ALG PARste-- Bo)( SeO5O t coat i�E-y, 21.1988 ATTN. 6-r-E. \ 1It= LSoIJ AS REQUESTED BY: THE FOLLOWING WAS NOTED: No. ` 1 1 tl DATE 12 AS /s.€3 CERT. NO. see) -4_5 PROJECT AIL= EUS11. -IGSS ?AR le-. LOCATIO 1 8000 AL.—OVER PAR, 4c. BLDG. PERMIT NO. 5488 OWNER WEATHER Gu�AR TEMP. Z,117AT 1, 730 Offi AT PM ENGINEER ARCHITECT CONTRACTOR SE caAL e (- 0r -1 .c-: _ 1SPE,G T QD I1- 1F0P4-Et CZKIG Ta - PLACED RoRMS FOR GA►JQP / Foon i-16IS Ai-1D GA1,1O'Py TILT-UP PA,►EL. ."ILL '.cJA 11-t Ac-c- ogDAt..i vJtT{ -F T14G: APPROVED ••pL41,1s \.IA5 (REGTL. / FRUN` "TRUCK cN UTES AND 'I.I T ATW p02 C_c�r�►So L. t flATI 0 .t. ?J - t=:)" X i2: TES r CAST: SEE TEST REPORT NO 34c, t ( 4 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR; COPIES TO: SP- T u D /9-ao FIELD REPORT SIGNED SEE FIELD 42. (5- ( CASCADE TESTING LABORATORY. INC. REPORT No 1 TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126Tw PLACE KIRKLANO, WASHINGTON 26034 (206)623.06o0 EVERETT TO: `SEC- ,LF USI N E.SS PAP K. 4.O Svc 88o 5o Tu Kw I LA , 'NA (206) 266•0 ATTN. STEVE 1- JE.LSOI\i THE FOLLOWING WAS NOTED: FIELD TEST DATA No DATE I ( -23 -88 CERT. NO. 639 -45 SLUMP PROJECT SEGAL. Pt1S , ARK 5LtY— a62 LOCATION 18ocan A Nc)c)vG .t 'PARK W. VEILD BLDG. PERMIT NO. 5 zi-88 OWNER CONC WEATHER 1,RTLj/ C L- Dy TEMP. AT AT AM PM ENGINEER E.N . )1•10R114 WE ST C.A. % ARCHITECT t PAL A- SE(BERT 1 A Sseie.. 1 / .CC CONTRACTOR SEA LE Cot4ST, _ TRUCK SAMPLED 343 TRUCK TICKET No. IS 509'2. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 145 31/2. C.A. % 19 Son 1 / .CC C WATER 250 I 1 TOTAL 23TS • 2 -ii 28 VESTRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 517` STRENGTH P51 SET N0. SA 4t ) FA. t 440'# l i - . c C.A. % 19 Son 1 / .CC C WATER 250 I 1 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET N0. • 383 II -23•:= l i - . c 6x12 1 / .CC C 1 I 1 MIMI 23TS • 2 -ii 28 PRODUCERS: CONCRETE AEA ADMIX. CAC12 42r r► r � j[ EMENT 51' SK+/ 1 Ty 7 IL CU. YARDS PLACED ' VG /Y DESIGN STRENGTH PLACEMENT AREA & NOTES NS1-EGTE.D "REjt�II =c Z -M ENT 4T 5 r3 13 AN1� VAULT AA oLi o Go .A S : 1-11) rex) Al S 1 . lam-. 5 .o 3-6X 2. ES F 3 VZ11 1 COPIES TOL ` - • o K l ""� 2- I INSPECTOR: SIGNED: • TO• CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. )26T. PLACE KIRKLAND, WASHINGTON 98034 EVERETT 1206) 823.9800 1206) 259.0817 --AI r' t�L tNE.SS �PA2 "FbianK 8805o Tut wtL_A, WA . GISt38 (3 188 ATTN• STSVE' 4EL•0N AS REQUESTED BY• THE FOLLOWING WAS NOTED: 1N5P CTEp MENT AT 13A14 K VAULT Ft_corz SLAB AND PREVIOUS REPORT No. No. DATE 1(— 23 -68 CERT. NO. 8£3q-45 2K. 13c..Pc- 662 PROJECT SCALE Bus. LOCATION le= ANUs) IaR -PAeK. W. BLDG. PERMIT NO. 548 OWNER WEATHER PARrLy CLc ' TEMP. AT AM AT PM ENGINEER EmG. 14- -)1:2T+•4WE. T ARCHITECT • P4 4.1L. Sf IBsRT 1- ASSoc, CONTRACTOR SEC-ALE CONST, rouNO IT To COMPLY WIT44 "PL4N5 ANP STRUc,Tu zAL o-rES , C.A 5T 3- (x 12 SANPLrt. 5 AND -1-c)0K. A 5c. U MP TEST OF 31/2 11 CD1,1CRETE. WAS 5UPPL4 Ec 5y STe NEWAy c a 4C1 Th AND U(/k C L(PATED /Y4EC.4-1>ANIcAL Ly. �_ u 0 • •• 7141 S SL_4 1 S 114 5 t pE cF EX I ST(NG TSL'CG- SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: 5& — 1 L1KAM 0-29 FIELD REPORT SIGNED' THE FOLLOWING COMME Jr. APPLY TO AND ECOME PAR C -tk ,THE APPROVED PLANS UNDER TUKW I LA BUILDING PERM I T' NUMBEk _{ __.._ • 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. • All mechanical work to be under separate permit. • All permits to be posted at job site prior to start of any construction. When Special Inspection is .,required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. ▪ All structural concrete to be special inspected. (Sec. 306, UBC) . All structural welding to be done by W.A.D.O• certified welder and special inspected. (Sec. 3( :)6, UBC) • Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. • All construction to be done in conformance with approved plans. and requirements of. the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington` State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free, Facility (1986 Edition)$ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor November 16, 1988 Fire Department Review Control Number 88 -359 Re: Key Bank - 18000 Andover Park West, Suite #101, Tukwila, Wa. 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) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 -6.6) (UFC 10.301) 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) (UFC 10.301) 2. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor of Uniform Fire Code Sections 12.104 & 12.114. 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 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) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor At Industries. (UGC 10.104) a City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) 5. Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UFC 3305g) (UFC 12.106a) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame= spread rating as required by UFC Appendix VI -C tables 42A and. 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Yours truly, 5�L The Tukwila Fire Prevention Bureau cc: T.F.D. file nod as ENGIC,_ERS— NORTHWE&NC. P.S. 6869 WUODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No. SUBJECT JOB NAME f.. DATE I I h i t RP.-.; ' SHEET OF BY • OF 'ULi� : -1. 2) )1\19 120 I); I lit .: 'I� /N..I IC To /,1 I _ C, r) ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 O. JOB NAME V 1 ti/ L// 1 --.1 11 .• 11 1 11 1` 'r JOB N DATE SUBJECT i e.-y--2-::-.1 i•- if.... /._ /._,A,, I t J ( -t . SHEET 1`' 1 OF BY .I )4C 1` t� . �1; -�.,1 1. , 1-,:- ?-34.' ti 6-.174. ---1-ru.tizi7 * ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 )B No JBJECT JOB NAME DATE SHEET I ' f OF 0 • r- l �. BY 1' 4) ( "1-1 (1) ENGINEERS-NORTHWEST INC. P.S. 39 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 4o. ECT JOB NAME DATE , 1 I I / .. - I SHEET -� 1/ OF i � � 1 - / ,'.�•�. r • 1, 4- r.:-:- 4' —,4, BY , 17 0,t> 4;) � I • ck. r- ..,., (4i Tr' ') • ENG 'EERS— NORTHWE INC. b P.S. 9 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115- (206)525 -7560 - FAX # (206) 522 -6698 Joe No. Joe NAME rte-' r r�r • _J : K 1 SUBJECT DATE �j7 SHEET I ' I OF BY 1 • ICJ ( (11 1:::.).'r•-) AL. (p-=-,co � -' rl / • l = 6. afr; t7:7-;?„.:7 cozy � ff_ SEGALE BUSINES4. ARK P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575.31200 TO City of Tukwila Building Department 6200 Southcenter Boulavard Tukwila, WA 98188 LETie UGURSHOT1T L 1.i -15 -88 i8 S'067 "Eo`°henidicto "key Bank Remote Canopy 2 WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ❑ Plans ❑ Samples inc Hand Carried the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 2 Lance Muellar & Associates Drawing A -1, S -1, & S -2 2 11 -11 -88 Engineers Northwest Structural Calculations THESE ARE TRANSMITTED as checked below: O For approval xk3 For your use X I As requested ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: _%Ii&?@ PRODUCT 240.3 (n/ra j Grelm Mow 01411. 0 enclosure are not es noted, kindly notify us at onto. l t ORDINANCE COMPLIANCE CHECKLIST Project: Sheet OF 1 File #85 ST1 1. OCCUPANCY GROUP: 11' -Z I4. C. 2. TYPE OF CONSTRUCTION: \I N '�� 3. LOCATION ON PROPERTY: %t. G . 4. BLDG.HT./ NO of STORIES: Uo AItaL ed 'I/i, G. 5. FLOOR AREA: -Z(, �-e)ct G.S,F. cTi t 4200 a 6. OCCUPANT LOAD: 4 -'200/ — 4Z C'O.tNC DETAILED REQUIREMENTS: Occupancy AC' Type of Construction 1/1..1(:. xiting eaolt = 42 30 two �lA • .27 ..-111111'0/_•1,2%-!_7.,. 'I i. _PALW %-W,77ii0"- Code Regulations Engineering Regs. & Reqmts. Pte. 6 Compliance w/ Gmpliance w/ Chapter 51 -10 W.A.C. l4C. NOTES: Aj_ ..O r e .r- .si ►ate«: ekk 42-aryw nM.ctot9)44 ►os, Orm& afratictoil TO SEGALE BUSINES( 4RK P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575.3200 City of Tukwila Building Department 6200 Southcenter Boulvard Tukwila, WA 98188 WE ARE SENDING YOU 47 Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order O &T1 -11 -88 i8063 A ENTIO fob enidicto nhldg 862 Key Bank the following items: ia Plans ❑ Samples xc Hand Carried ❑ Specifications COPIES DATE NO. DESCRIPTION , 2 THESE ARE TRANSMITTED as checked below: kl For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution -- ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO, SIGNED:: "jet9f PlOOUCI2UOJ fvtiro. Ix, G' Yr. oun. 0 enclosures me not as noted, kindly notify us at once. ;: • CITY OF TUIkWILA Central Permit System Control No. ..- Permit No. 5W ?38 FINAL APPROVAL FORM TO: 0 Building 0 Planning 0 Public Works EZI Fire Dept. 0 Police 0 Parks / Recreation 1 Project Name Address Type of Permit(s) 1A9 If20. re; 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: Cx /1., ot 6,6 6 ti ( )c. ,. \.. Authori d Signature Date This project is approved by this department: Authorized Signature Date CPS Form.L.1 4, MEM CITY OF TUKWILA Building Division BUILDING PERMIT APPLICATION 6200 Southcenter Boulevard Tukwila, Washington 98108 (206) - 433 -1849 Site Address 18000 Andover Park West Project Name /Tenant Iiey BAnk Control # 88 e59 101 Suite# Floor# 352304 -9055 Valuation of Construction 23,688.00 Assessors Account# 575 3200 Property Owner Segale Business Park Phone Address_p _n _ Box 88050 Tukwila Applicant Sale Bug3 npAs Park Address P.O. Box 88050 Tukwi3 a Architect /Engineer Paul Seibert & Associates Address 1912 First Avenue South Suite 409 Seattle Zip 98101 Contractor 5egale BI1 inpqs Park License #SEGALBP151M5 Phone 575 -3200 Address P.O. Box 88050 Tukwila Zip 98138 Class of Work: [l New 0 Addition igi Tenant Improvement fJ Remodel (residential) [] Reroof. D Demolition [j Interior Demolition fl Other Describe work to be done New of fi (-es 4 reu- r-c:Ac -kI le R. -3 -V\- -li_t irt Zip 98138 Phone 575 -3200 Zip 98138 Phone 448 -8873 Type of Const. (UBC) B Occ. Group (UBC) 2 Square footage of entire building 26682 Square footage of tenant space 4200 Building Use Offices Will there be a change of use? D Yes Q No 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? 0 Yes n 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 AUTHORIZATION TO DO THIS WORK. Appl i cant /Authori zed Agent ( signature) � t -C c r , 7", Date Nov 4, 1988 (print name) Steven R. Nelson Contact Person (please print) Steve Nelson Phone 575 -3200 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ .' `13 .c Plan Check Fee (000/345.830) Bldg Code Sur Charge (000/386.904) Energy Sur Charge* (000/386.907) Other ( ) *New! cp;n,structi,o.ny..,,gn,ly TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION 1OC- LOAD FLOOR USE /Occ Type SQ.FT. Receipt# y / /) --•g, Oa Receipt# 3.50 Receipt# Receipt# Receipt# USE /Occ Type S Date Paid ll- ' % Date Paid Date Paid Date Paid Date Paid LI0 `1• 5-7) (OWES: $ Square Footage of Entir SQ.FT. LOAD USE /Occ Tjpe Building; SOFT, OCC 091),,„ TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING 1 • • 1, BLDG r n -7 -5g IRE OMMENTS Approved for Issuance To Mahan: Approved (Initials) Fire Protection: Sprinklers ❑ Detectors �r3- Type of Const. Date Approved: H - t•& Per letter ate //-/t --qq PLNG PWD pproved nitlals Q B Zoning Setbacks: N Parking stalls required for: Site Parking stalls provided: Site ADDITIONAL PARKING STALLS REQUIRED: N E W Tenant Space Tenant Space Approved (Initials) Per letter /plans dated V BETA IN /ivG WALL 3'. ecl c'5 2,z V t A= J °I?,2! S2z.94 t .3/3.,23 14: 572.94 L: 4',2?' • w w- d 8 °25 t. goo.00 ! ',..� .,_- y3� /e"y/ �` - O4 • 3z' 3o L2/ 1<" E /?DA w 3214. 3. a 30 �!G :< ; , -O s /max f J W/fE P/4/2/4 /Iv . 24,12 5E6- Ail. A ,oe 41 0 �l c fa0Pase0 /5 vT /,C /7y eAser/ENr rar TC 2'i.o/ \ • -__`' S ATE /v/- SJDEW!L1K a',rI s =1: /z S= /:6/1,,4x O N 61, /0 S,GN wirh /NTEg/YAT/aNAI. Sy/voz. o/� Access AS/'ll/hT PAVED S/c.ol'P- /SAX /; So ,/NreXn/A7704//1 !_ Syr16o4 of AC^�SS f,,q /ETC/] OA/ "AVC/yc -/Yr _i.,l _ - --- - - -__- 0 291 I S , T siv,ht Rye: w/•! .: \ ! f \)\ ,, S >�< /0'--- -� A WALK wAy — ST /WeD TC 23.95 Jr- SO0 ragl� /\ h/A CITY OF APPR NOV /. Wt A 0 rt. ■ Cti re e25 f Az 941° /1s S©. L : 30469' // SIGNN E ,GNUS //✓E SS PAis' v/C /A //Tx /IAP SCALE 0 yO 'oo /R , X/sri4'G /5' vri/ /Ty E9S‘t2twI" (eX /s 7 A/G. EE 1= 2) 00 env OF� to NOV 4 1988 2(6 D,`' fX /'ST /NG COA/7-00 5 X15T /NG ECE, VA T/oNS ; PAduosECG cws + 25° /1/O7E .' T.Y.P /6, L.. C, c.JA8 CUT'S f/E Co/. SW ; Nm''; SEA. .1.3,77.311)/?1, E., vie �11 2.1Y 4. .";w! LE haidrozoome • /-t NCId VE/1 PAR 1S 'W(.57 22.$0 22,/S 4 f'. "? , 22. ?/ SEGALE BUSINESS PARK szf. X /ST //vG a7 .54,v /rA ?;, sewer i SCALE 2a B• ° r . al ,p 1s44.5 po SCAT.£: APPROVED ®Y: DRAWN BY - 4'2 . 4U SITE PLAN rt PROJECT 862 REVISED ...9-227- .J DRAWING NUMBER / ' -i' SOPSNII■S.t ••1 Z4 % 32:.Pfmit,P.ONNO, 194L'',GWP•iNT9 II11 IIIII! IIIIIIIIII1J1IIi1I IIIII(iI11111111111 !'11111'1 1 1'1111111111 0 16TH'.,NC:. 2 - ,. 4 1 11111 I..,`L I: -1I I1 111 1 I I1I I l�II1: I 1flll11( 11 11 1111111I I � f�f�� �i �1�a1 1I111i' 1ipl ''i'l'i'!'1'1'0!'1'1'0i'l'i ,/ 9 1 0 11 MAREINCERMINS 12 tht microfilmed: document is less clear than this is due to the quality of ' the original document. :., ! . � �. >N W. ,�.� l ,r� rr .sa:,..:.�kr' •ire, ,r r;d♦ ,�.,..i •.. :�f.�ee:{ f,; C+'J o '« i((z ��c sz +7z ez Ii i� 1 1 Iiil 111 1llllllllllllI!Ifl1l!IIIIIIIII! 111IIIIII(`illll ! IIII1111�1111111illlll�! lli�IIIIIIIIIILill111 !Il�lill!IIIIIIll1!Ifl�li�i lii�l�ili�liiill�lJ �l) IIILi1��IIIiIi1IlII fiIIl��illlnl�lii !i�Il�aiil m 9g VC ?, l w W U 111111111IIII111111111111 i 111I1111111.1111111111111111111I I II11111111II I1111I11.11 SHEET INDEX. A -1 COVER SHEET A -2 CONSTRUCTION PLAN' - !FINISHES A-3 REFLECTED CEILING PLAN A -4 DETAILS A -5 FURNITURE PLAN A-6 ELECTRICAL / CABLINGIEQUIPMENT PLAN LEGAL DESCRIPTION Lot 1 of City of Tukwila short plat Number 86- 45 -SS, recorded under Recording Number 860908115.2, being a portion of the Southwest quarter of the Northeast quarter, Government Lot 2 and Government Lot 5 of Section 35, Township 23 North, Range 4 Bast, Willamette Meridian, in King County, Washington. GENERAL NOTES A. B. C. D. E. F. G. H: 1. K. Contractor shall be responsible for providing all work and materials in accordance with the latest City of Tukwia, Washington Uniform Building Codes and Ordinances. Contractor shall verify all field dimensions and conditions and shall call any conflicts or questions to the attention of the Architect for resolution before proceeding with work. All partitions are dimensioned from finish to finish, unless otherwise noted. Undercut all interior doors approximately 1" for carpet and approximately 1/2" for resilient ftoorin Provide tire extinguisher, it required by Fire Department Field Inspector: Every exit door shall be openable from the inside without the use of a key or any special knowledge or effort. Any decorations used shall be non - combustible or flameproof in an approved manner. All electrical, plumbing, and mechanical material installations shall comply with the specifications of the building.shelt construction. All penetrations of the concrete slab shall be sealed and waterproofed, i.e., plumbing lines, electrical, drive -up tube risers, etc. It is the contractor's responsibility to remove trash from the tenant floor to the dumpster. The Con - tractor shall provide a dumpster. Contractor shall provide the Building Management with one (1) copy of "as- built" drawings. Contractor to coordinate all work with the building Owner. l li111111111I111 I1111111111111111II.I.1.1.LI ,11111 11111'IL'IILI111111LI. ...1 1 X11111111 111 11111111 1 111111 1111 1 1 1111111111111111 II I I I.. 6 ._ 7 8. If the ra.ierofiimed document is less clear than this 0 ,6 TNf. INtr. 1 2 3 �r it is .due to thf4 qual .t;y` of the original doeumeht. AGENCY NOTES SQUARE FOOTAGE FOR THIS PERMIT ZONE CONSTIUJCTION TYPE AUTOMATIC FIRE SPRINKLERS SITE PLAN 4163, FIRST FLOOR, WEST END M -2 5N SCALE 0 /100 'oo /goo • r.. i I1I1I1�1.', l�lllllll�lllll�l�ll 'IlI1�lllll� Il11�1I g 10 V C r f r..,.h ,• +rf'•rr. ..,. r� r, a Mna..e r .vSY.+w »& . ,A � � t• '� �e fez Lz 9e sz tiz ez - e�' .d.. f zi si tti1 � et c a L. 9 s +/ Z WW �Illnlnnlinlluli�nnliiillillllr�i�illllnill111111111111illiIII11I11n11lIn1I11111 111IllIUIl111In1! 1n1111111I1111111111nn1111161111111n! lin11111111111111111111111. 1111111l11n1111n1i111h111111. 1illi�f�111111111111111nii1iu11111 1n111111I111 ±1)1111 1111 iI 1 1�1 11 11111, ... CITY OF 'WIN APPROVED .a.. S.a -A•�\ MCEIVED art OF TUtartm.A 14oV 4. 1988 WOOS DOW REVISIONS psta PAUL SEIBERT & ASSOCIATES 1932 FIRST AVENUE. SUITE 409 SEATTLE, WASHINGTON 98101 co cD rpp z co CO30/ Ta Tic = CO 18010 E A.T421 DATE kc t/ v0, SHEET .#. • reIN x'. i1I Ate b,I.,L WAt,lJo ble,IN'j .\ UA wlhlt70H Mtll�l.•lo!� a Nvk• 9 f1 t,1W4 WIPLL }V - k'IfJt7v1� MULLIoJ. GONTrAC1OR eiALL VesZIPY DIM. - /T.4,.LVe 1-11\e. PUk°NITL) E CONSTRUCTION KEY GYP lurpziog., foI_owi a1' lt2e w,ALL- 1YI° Ldp, �A� ?gyp 1✓�I 11 Forz- 4A &) t N • t216P 1706.. imvks5 p,t t, mews .. -- e'ut 10 1t3 . CAS. 5/. FIRST FLOOR � d Arq 1:+tote CuJIALLS 4c. C L eats ytzU 1-47., F. 2, Cerssmtscnot4, Toni- 'To Lo (441-66) 6441..1. 20 tt4 • li vts ' h,-cT` b h € V iettAe 469smesiti A i v 4mogs 4 . �.; 1. k. ....•. r .S #. �., -. 'i`, t < ♦. ;' .. ,. _, } ... .ltR)', .. :� -' . �.' ._. 11111111111111111111111111111111 1111111111111111111111111111111111111111 16111S INCH 11{•!11111 1III1 {11 111 11111111{►III111 11 7 440-*(2) o.e try14x tevoesf, ceptr.14 • „Mi'. Too rod-L. rod-L. Loi P i1th+t ® vJ t.le tP o . row -- .. -10�t eLoi;e: 1 I1111`111I11111 1111111 111{11 11111 11111111111111{111111111111' 111 f3 9 10 If the microfilmed document i.s."less clear than this It iii due to the qual ty of the original document -.tan- ter: .,.......,rv�.fi,?n,.+" Ya — ..s!*•_; £t �t t► (�'�` � 1 7 L. z U i ff 1111` 1111111!I!li!II! 1!!11111111!{1! 111 !1111111{III1111111i!1!!I1I111 111. 1II ILII!lhil1liiNi{IIII111111II1!h 11111111!11.1 1111{1111 1!1111!! !111111111 llllh ill! 111II► Ill 11111111I11111!1I11111II111!111 • �g' ESL LZ 91 SZ 7Z CZ 0E; 111111!! 11{ I! II' 1111111I�Il .lilill!1liiili!1!IIII 111! ill!111111Iniiillliliiiiilliili ll : . c Or a ,y TL . Ar wry/ ,'I °. F'o" psi FINISHES PAIN1T AMERIT2Nf-, 1\1,01-1:=2, G, f Tl- ifOuccHou-r HA'tNypg, Log -A, 3E) 3067 , II�+S; -t�Nll opp , co 'LA:.• f'L.A5T1� LAND Ti for:. Tor3 7 i1i ,A 181, "VGYM U7L)61 I) NATT FlNi i 11 MADEIHGEPlaANY 12 el y OF TUKWIL APPROVED NOV 1988 flECETVED art Ob NM 1988 walla i rREVISIUNS 1 PAUL SEIBEP' 8 ASSOCIA'ES !9 ;' rIRST A\'Er E SUITE 4r;9 SE/4'7LE WASHINGTON WO' KEY BANK Litt a; rd co #a. d 0 �O+ 45 0) 0 O 1 4 ll FiRsr FLOOR 4.e. 49:00 LANCE 0,4cLLER E :, B:8 -0 4 J VE r. 12 CAA. WIRE ----� D Y wISS. OP.164IN4 .� ar RUNtaG.K. if 6 WNW RUNNerZ q 4JNN+ R• ce►LIN* euspeN9oN ',ysTEM • M.12. U.0 C ST/402AR 4, .41 (al 2 235 LAvix, 11 1 c kof'' 11101 4111111 qd liii 111 1.1 /1 011 iii 1 i 11 I litiv 1111 I: 14: ri -g- Isi li --1 I 1 ilmi 1li 1 i 1 il •g diIiiI1IIiIi t si ill iii s� ZS�p ..9- g 1111 8 1 i q " Iii. ihi fill Ili pilliiiitopopliiiii hill Hiii 3, :it illiiLil1• LIGHTING LEGEND n r' /5 2 x FLuog. 5GLIiT I_IC;HT �IXTUi- LIGHTING BUDGET !12 WATrt A. h 44 Fix-f, -. 1 x ® R GI✓ -S5' I NC-AN 2r 5 T' ! WA i Th L,iALL WAtH 41-153 qb 1- F! XT. • 1rLv WAT"fb &GC WATTS 17TAL 14.4\-1-r5 U5.12 0,1) fie; x 1.-7 !A -rib/ . ?o%vo 1."-Arib AVAILA >L�. IMErctz(WIN�G,; WILL- To CITY of iW WILA APPROVED NOV 1989 RECENED cnv OF 1UI('L ^I NOV 4 1988 111111111111111111111 1111111111111 1 1 1111 I 1111 1 1111 1111111111 1111 11111 III 111 111 I 111111 I•I ••i' IjIIIiIIIIi'III I I I,IIIIif iIIIIIIIIIIIIIIIIII`III Iiiiwillip iiIIiIIIlilliiIIlIIIlII 0 16 'MS MO. 1 2 3 ; ii . .. 6 7 8 9 10 11 bAIE V14ERMAUY 12 If the microf•iU.ned do' tent is less clear than this t i8 due to the cgtlal ity' of ` the original. doclumBnt. ,, ,.w Nn ., +A..�. .s ... .vR...., c� ..Ul.hati +yr if.7rt: r,c+:�Vi' -r'n, oc oe UG 12 C'G 5Z h'Z cer _ Ars-- 4'or'' i 9l Sl tli- ei z< <I� j g 9 G ti: I 4' � I I I II II 1 I II IIII!II� III ! lIIIIII! 1lIIIIIIIiIlIIIIIIII! II�IIIIIIill�ii!!IIIIIIIIIlIIIl III! IIII III1IIilIIIIIIlIIIIIIIIIIIiIII! IIII I! II!! IIIiIIIIlII1�!! IIIIiIIi! IIl1IIIIIlIIIIIIIIIIIIIIlifll ii, III( IIIIIIII,II!!IIIIIIiiIiIIIII1iI IIIIIIIIII. IILILIIII�IIIII )IIII�IIIIIIIII, III! I II I it III III f 2 ..':,... REVISIONS P sla _____ PAUL SEIBERT 8 ASSOCIATES 1932 FIRST AVENUE. SUITE 409 SEATTLE WASHINGTON 95101 SHEET CONTENTS REFLECTED CEILING PLAN DATE l■o•/ 1 r tea. SHEET # Ausum3 • -7" 01.ioFAzoi4aL4 Fw•roi-It7 101.40:14 rrr, • 10,1441 ALA- 5xfoebEV our-OwEio, 3" Al*. q•.0 'Le 31/ eit.(91-E 1-cy.44110 - x 4 1P-ot441 '1 - 54R I vsv-Irs( org ;1-046..., a ri--Nize6i 1/1,11:1-' r7. elaPrIA10 11,110 isa• 1-xikrt.t.4 ot\I rt..604. -0 , , 1 • - "Yr. 401orIo0 P.1.441 3xtvo5o. .vutge/se. 56Roirfririr To g,,1.44.6.-rir) P5412i141, 1;12-6,W11,1* FieGV11-1/3401-5,12-. . _ . ot.ircvki tvorrf fr c2q xl-rr-44 e-,ro.4. 4'/ qU4oz4-wa-aotiNL7 Uppgi2- 5vtor op ,ekktW, To Mica's/Vs, 19e,,•‘. 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'"*f• " „ •., • - I 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I I 1 1 I 1 1 I I 1 1 I I 1111 1 11 111 111111 11111111111111111111111111111111111111111011111111111111111111111 1 1 111111111 11 °A°Elt. GERMAN' 12 0 le I/MINC" 1 2 3 ; 4 9 1() • .,- tf the microfilmed documeat is less clear than this .it .is (ju� to th quality- of the °r184441..; 9 INVI • "; ;.; • ; `; • • r • - 6e. Lie, GZ 9Z GZ 9Z •;: ,1).,!!i1.11.!,)11,11,... IIIIIP!1111.41111111111111111111111111111111!11. 11111ifil 111.11101 .11101110 111111111 P11111,11 10,1111,0111111111111111,111j1 ';';' • • " • • RECEIVE'D cry oF TUKVIALA NOV 4 1988 [IMMO DEPT. REVISIONS SHEET CONTENTS co Liu DATE t\i\/ SHEET # Asmoilt • ;-: MEMEgalgligMligginggkagill -...-.4. NOIRE - , , , . . . . ' _ _ \ \ , • . . . , , , . / : - ..., .. 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GERMAN' 12 0 le I/MINC" 1 2 3 ; 4 9 1() • .,- tf the microfilmed documeat is less clear than this .it .is (ju� to th quality- of the °r184441..; 9 INVI • "; ;.; • ; `; • • r • - 6e. Lie, GZ 9Z GZ 9Z •;: ,1).,!!i1.11.!,)11,11,... IIIIIP!1111.41111111111111111111111111111111!11. 11111ifil 111.11101 .11101110 111111111 P11111,11 10,1111,0111111111111111,111j1 ';';' • • " • • RECEIVE'D cry oF TUKVIALA NOV 4 1988 [IMMO DEPT. REVISIONS SHEET CONTENTS co Liu DATE t\i\/ SHEET # Asmoilt • ;-: iwia61;A'+J ; a.= `4'}71 %f 0 0 0 db!;M 102 0 o( \- r. 1 RM103 0 o RM 0 0 0 0 .") RM 105 00 00 a [J] cksv RM 109 RM 108 0 a RM 110 • k.::lri 'alii•.F ii. • .. hrv.•LTe�, F i RST FLOOR CITY OF TUKWILA APPROVED rlOV,1 1988 REVISIONS 1 [sta vs.�i cE�E c w5' SEA ^�E P;.�i SEIBEa' ACS_TCIATES :. iRS� 4 Er..;E SMITE J 1y SEA"�E WASHINGTON 9E13' o fro cn .— cv 1. co M co C a ca w Ca . NM y9. Of) Ca T Ui DI . D-!SION cirt OF luoriIA NOV 4 1988 cam. 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LOCATE.P IN ArP.,A 60uNI•MR 51.)KI-FA(. rtrc), puf7L.t._•x OVTLE.T ELECTRICAL LEGEND WALL_ PUPLf.X ourLt-T- • 0.5oL.ATW f-JUKW-t. rliP e29r-rurtg e.,Aptz NO-M- tz;GA1T. ALL tjP 1-1112 OUILt.T6 ir)\ FAR-123 FZ e-ea.A4Te.a Tar F749O5e4-r:-. all OF MONA APPROVED NOV RECEIVED CITY OF Ttimmuk NOV 4 1988 BUOIN3 Dem Psia sE !E=4- :;- •-• •. ; t-'," A . 'E. KEY BANK Southcenter Parkway, Seattle, z 4 EL z LIU 0 w • • , s 1 111 IIIII 111 111111 1 11 11 11.111111111111111111111111111111/111111111111111111111111111/ 11111 1 11 MAnE IN GERMANY 12 11111111111111111111111111 I I 1 0 16 111.5, INCrs 2 -11 5 , '7 • „.. 9 4,,,..,::i";*-4.,.., Ig tlie:--,-n4cPpliimsd4o-cument.'is -Less clear this ,,, /I ' . • " . ' ' • . , , ..;.1 A • .. , .: the ' ' • ' .• , ....,.%. ' ' . • ' . ' '.. i .• ,:: ''" ' ' V ,) i f "::'..:;' :. 4 'r.i 1f!t: • yk,!.1. t ' 1. , 4 U pc,r tns.qtAality of the original. document. -,,,,-, 0E 6e ue L.Z 9e ciZ 477 Ce r'. 4. : , "*.-61gr""tri. IV !null m hinlittilim , I I I f, • / " , • " 9 0 1.• azigiCWX.IkAr latukow.sua T5 T4 T3 A • 1'-7 1/2' (r-7 1/8") 1 4" (TYP.) INSIDE PERIMETER OF "1 RECESS. EXISTING FLOOR , wolves' FRONT ELEVATION NOTES: 1. All battens. steel angles, etc to be Included os requIred, 2. Contractor and/or building owner to provide clear accese for largest panol shown (1.0 lenght, width and thickness). 3. Existing slob to be of sound construction and uniform throughout, Slab to be smooth and level. 4. Clearance between top of vault and overhead obstructions le to be 12' minimum In cases where such clearance is not foasable, vault manufacturer Is to be notified prlor to vault fabrication. & Any additional penitratione Into any part of vault •ystern must be approved by vault manufp must be Integral with tho vault pal to tho manufacture of panels. 8. No euperImp000d dead or live toade to be placed on ceiling without approval from vault inariufactUrer. tth1INUNghWl 6869 WOOOLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 • (206)525-7560 • FAX #(206)522.6698 PLAN VIEW: - VAULT WALLS General Contractor le to grout perimeter of vault recess after vault le Installed and accepted by owners. 8, General Cointractor to,provIde embedded PL — deviation of PL from the horizontal not to exceed 1/4- at any point along embedded Pl. 9. On vaults with sides other than modular vault panels, the connection interface between Panels and cuetomor provided eurfogo area are responsibility of others. Recommendations 'Maim may be modified by others, as requIred. 10. Panel DL per S.A.S.f. too lbs./ft I I iii4) ' 1 A. 1 'I 1 ISSUE. . ti H11 5. 1 t 0. 1 1 1 a to I 'co t 1 1 1 1 1 , r-. DIFBOLD 4 1/2" VAULT DOOR LHS 3'-9 1 21 1 I 1 . 1 I 1 CC14 1 C13 FRONT ELEVATION NOTES: 1. All battens. steel angles, etc to be Included os requIred, 2. Contractor and/or building owner to provide clear accese for largest panol shown (1.0 lenght, width and thickness). 3. Existing slob to be of sound construction and uniform throughout, Slab to be smooth and level. 4. Clearance between top of vault and overhead obstructions le to be 12' minimum In cases where such clearance is not foasable, vault manufacturer Is to be notified prlor to vault fabrication. & Any additional penitratione Into any part of vault •ystern must be approved by vault manufp must be Integral with tho vault pal to tho manufacture of panels. 8. No euperImp000d dead or live toade to be placed on ceiling without approval from vault inariufactUrer. tth1INUNghWl 6869 WOOOLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 • (206)525-7560 • FAX #(206)522.6698 PLAN VIEW: - VAULT WALLS General Contractor le to grout perimeter of vault recess after vault le Installed and accepted by owners. 8, General Cointractor to,provIde embedded PL — deviation of PL from the horizontal not to exceed 1/4- at any point along embedded Pl. 9. On vaults with sides other than modular vault panels, the connection interface between Panels and cuetomor provided eurfogo area are responsibility of others. Recommendations 'Maim may be modified by others, as requIred. 10. Panel DL per S.A.S.f. too lbs./ft >-1/2M NELSON STUDS STEEL Ft CORNER DETAIL GROUT (By GC) NON—SHRINK, '-.2. 1 ..--------) 1; MAX.J 1/2" NELSON STUDS 6- M'N. EMBEDDMENT 1, 0 24- OC. INSIDE VAULT I I 1 A. 1 'I 1 ISSUE. . 1 1 1 1 1 1 1 C27 1 CC26 1 CC25 1 CC15 1 CC14 1 C13 11111 1 1 1 1 1 1 1 1 1 >-1/2M NELSON STUDS STEEL Ft CORNER DETAIL GROUT (By GC) NON—SHRINK, '-.2. 1 ..--------) 1; MAX.J 1/2" NELSON STUDS 6- M'N. EMBEDDMENT 1, 0 24- OC. INSIDE VAULT SEC110N A—A APPROXIMATE WEIGHT: VAULT WEIGHT: 66,185 lb DOOR WEIGHT: SOUTH CENTER RWN. BY: mAsAvi CHECKED BY: ):0LE10.,.S.E:2/1, NEES: 27 7— DIMENSIONS'.0F.LARGEST PANEL "LW;11.' W 5:Wm 310"Dr" , , — ?; . • r ic. i" " s " ' MAU . . . „ ' • , , 9 10 11 "DER1GEPmANY LIZ 9Z 17Z er T.ITIFV7777,7747,`,,7,-1) 77. 1:n 4 11111. I I I HIIIIII111111;1111111111111IIIIIIM1111101111IIII 1111111111111111111 , 11111111111111111111,11111111 HUN 0 IN IN 11111111111161111111111111IIIIIIIIIIIIIIIIIIIIIIMIIIIII111111101111111116111111111111111111111111 111111011111111111111.111.11.14.1kihjill. , I I — ' ' ''' ' ' . ''''''' '-'''' ' . ' -- ''''' -1,,,,'?;F„..Wa7,4:"..4..,,W-:•Zf:-.:41;> ''''',7,-"7.", -.- 'a-',,..'f'f'C'4;,}Prori,,1-?'%.',- '',-1;‘4.A.?/' *rt-:4'.g. , 47'96)Xli.P'''' 741, ..,--I'J...1.4•V'';.,`:.7 4,"=7,.:-..W1dVe.s,' - k "01,1V, .. 4.1et*Cti..f.#,i.i.14..y-?-0,Ar:..}..r.d-Ot.fr -'1.;,54.::(1:t:e5;CiVI:: If.le,'t;,..,0.."..1.;". .t.'.‘4.° ;-,;!gk:.‘4' .;,';',4;'.1';'44..'"^<F8 '''..kke.1,7X 'fSk ''''' - ',,wiw,t..:',';‘''',. ....-.4-i4-,---..:Ti..,,,, .../.6,!'”,,Z1,•••-ra,..,in, ',',."•,.,,VC"k.".,..:::-.",'.0 '',:.;:.,;.!,....-',. '..rn."..1,2,7'...:(4.;;;,,,A). f!...:-.:'1':;';',. : ',.4.:,..:;.:,;,, "..c.:7 '..:7-....7,'':!.1...-fr.....:.'.4...1'7:',:,:...7;'.i'l',..,•Za.::rZtd:tf!.%.,...;:',.'::<;,-1,' A. COMMENT: ISSUE. . DATE ISSUcD FOR: SEC110N A—A APPROXIMATE WEIGHT: VAULT WEIGHT: 66,185 lb DOOR WEIGHT: SOUTH CENTER RWN. BY: mAsAvi CHECKED BY: ):0LE10.,.S.E:2/1, NEES: 27 7— DIMENSIONS'.0F.LARGEST PANEL "LW;11.' W 5:Wm 310"Dr" , , — ?; . • r ic. i" " s " ' MAU . . . „ ' • , , 9 10 11 "DER1GEPmANY LIZ 9Z 17Z er T.ITIFV7777,7747,`,,7,-1) 77. 1:n 4 11111. I I I HIIIIII111111;1111111111111IIIIIIM1111101111IIII 1111111111111111111 , 11111111111111111111,11111111 HUN 0 IN IN 11111111111161111111111111IIIIIIIIIIIIIIIIIIIIIIMIIIIII111111101111111116111111111111111111111111 111111011111111111111.111.11.14.1kihjill. , I I — ' ' ''' ' ' . ''''''' '-'''' ' . 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II .I !i II III! .III i i I�I II lu I.i�i� nllnll� lnl! I II1 i I III,I,IIII II ! III �✓� 0101 S r. Y.✓ ti,. .,- A_; If 10101.,,.; ✓, }/Y.w { r.. •r1`.i' the.: riicra f 111114d j01,01 . i • s•di tothe:qua4.Gty of IIIlIfIIIIII!lI1111 f M !H!hIIIIIiiI IIIIIIT !"4 gNERAL NOTE THE NOTES',ApPLYUNLESS 'NOTED 1985.EDOITIONWIS ASTM 'S LATEST EDITION LIVE ROOF 25 PSF WIND •. 80 MPH, EXPOSURE 8 SEISMIC ZONE...;..3 fQINDAT9N 0101 THE FOUNDATION WAS DESIGNRD WITH AN ALLOWABLE SOIL. BEARING CAPACITY- OF 2000. PSF,, .IN ACCORDANCE WITH SOILS REPORT *291 -04 DATED 2724-8,0 PREPARED BY GEOENGINEERS, 1NC.'THE SITE SHALL BE PREPARED MINIMUMIOF2EFEET OF COMPACTED. STRUCTURAL, FILL, COMPACTED TOS ON t�RADE 5HALL F3EAR ON _ 96%: OF ITS MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D- 1657. ALL FUO`rINGS TO BE FOUNDED, 18" MIN.'BELOW FINAL GRADE. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. Q NCRETE 1 O ALL CON F'c 3 000 psi FOR IMATE STRENGTH, DESIGN METHOD USED. MIXING AND CRETE. ULTIMATE PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND AC1 .KABL318. WPOR4"O AGGREGATE T O CEMENT B A DENSE WORKABLE MIX WITH MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ,ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. PRECAST PANEL LIFTIN . + CONTRACTOR AND ADEQUATE ��� REINFORCING STEEL, AS REQUIRED CONTRACTOR'S G 5TRESSES ARE TO BE CHECKED. BY THE CHANDLING ANDE�tECTION OF TROD OF PRECAST, PANELS, SHALL BE UPROVIDED BY THE CONTRACTOR. USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE A NON - SHRINK TYPE GROUT. LE.INFORC,I,NGa STEEL... ALL CONCRETE ,sREXNFORCING,:STEEL„ SHALL BE DEFORMED PER ASTM A615 -78, GRADE 60,(fy= 60'000 psi) LAP CONTINUOUS REINFORCING BARS. 30 BAR DIAMETERS, 1' -7 " MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT, DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORED CONCRETE STRUCTURES ".: WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE BOTTOM OF . . ......3 INCHES FORMED SURFACES, - :WEATHER &EARTH. FACE 1 -1/2 INCHES .,II(TERIOR FACE 3/4 INCHES ALL WELDED WELDED REINFORCING N5TEEL TO BE ASTM A615, GRADE,60.(fy-600A0 ps1) AND'WELDED PER SHALL /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL," PIECES TO BE, WELDED . E PREHEATED IN SUCH AMANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL BE AT OR ABOVE 600 DEGREES, FAHREN(EIT. AFTER., WELDING IS COMPLETED, BARS SHALL LLOWED By CERTIFIED WELDERS, ,'USE ,`ONLY FRESH LOW HYDROGEN E90XX ELECTRODES (AWE DESI NATIO BE .1 PERATURE. QUENCHING IS PROHIBITED ALL WELDING SHAIL BEb, t TO ,AIR COOL TO AMBIENT TEM O M WITH ACI STANDARD ,OR A8.8). NO WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFR W„ BENDS-AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION 'PER:UBC 306(A)4. MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 (fy= 361O1IO) WELD§ NOT SPECIFIED SHALL UOUS. FILLET MINIMUl�1. ALL_ WELDS TO BE , BY WABO;_CEPTIFIED WELDERS. USE B'E l; 4" CONTIN' 0101.. HANGEREH OOLESLEAREOTOS .BEMNAILE_LARPER�.< MANUFACTURER'S INAIL SCH_EDUOLE, UNLESSEi.IND. ALL , • "HA, „ E HOLES NDhCATED OTHERWISE. PROVIDE MINIMUM EMBEDMENT FOR, ANCHOR BOLTS PER UBCS�STABLE 26-G PARABOLTS WITH DESIGN VALUES.PER ICBO RECOMMENDATIONS EQUIVALENT TO ANCHOR BOLTS. MAY BE USED INSTEAD" OF'A'ICHOR BOLTS . INSTALLATION '' TO ' CONFORM WITH 'ICBO' APPROVAL OF CONCRETE ANCHORS USED. MACHINE BOLTS TO BE PER ASTM A--307 TIMBER 2X01.. ..... .. „JOISTS.. ... ... ... . 0101. ....D:F. #2 (Fb =1450 PSI REP.) 4X01. ,..':LEDGERS.. ..D.F. #2 . 0101 LUMBER";NOT NOTED TO BE 0101.`... 0101 D: F. 42 .ALL LUMBER ';SHALL CONFORM' TO "WWPA,'.GRADING* RULES FOR WESTERN . LUMBER.- -=-LATESTI EDITION” AND :EACH .PIECE , SHALL ;BEAR' A. VALID GRADE ;STAMP THAT IS NOT `.TO BE REMOVED PROM THE STRUCTURAL ,MEMBER. BOLT HEADS AND'NUTS BEARING AGAINST' WOOD'SHAL'LSE PROVIDED WI-TH,STANDARD CUT WASHERS: ALL .WOOD , IN`'CONTACT WITH •;CONCRETE OR MASONRY SHALL = BE PRESSURE. TREATED, ALL" ILSOTOLASEFCOMMONONAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION' OF OTHER' SPECIES NA .,' - 0101 PLYWOOD ALL PLYWOOD . TO: CONFORM WITH U PRODUCT STANDARD 1 -83 AND AMERICAN ERICAN PLYWOOD ASSOCIATION (APA).. , TYPICAL ROOF SHEATHING 3/4" T &c, 48/24 C -D WITH EXTERIOR GLUE. ALL NAILS 10d COMMON (9, GAUGE, .148" DIAMETER) WITH 1 -5/8 MINIMUM PENETRATION. SPACE Ap .SHOWN' ON'`PLANS. ,u.... ,0101 t 0101 INSPECTIONS INSPECTIONS ARE TO BE 'PER UBC SECTION ;306, AND ..ARE 'TOBE'BY AN INFPENDENT TESTING LAS APPROVED PRIOR TO FOUNDATION CONCRETE REINFORCING: CONC. ANCHORS: WELDING: STARTING CONSTRUCTION `BY THE BUILDING. DEPT. 'AND THE,': ENGINEER. INSPECT.`FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. TAKE CONCRETECYL.INDERS AS REQUIRED, VERIFYSLUMP'AND STRENGTH. .x VERIFY ALL REINFORCING IS; PLACED IN`;'ACCORDANCE WITH APPROVED` PLANS: CHECK FOR REQUIRED ` COVER, ' SIZE ANDGRADE . ' ALL-FIELD INSTALLATION OF CONC. ANCHORS ' IS TO BE. IN ACCORDANCE, WITH ICBO AND IS ' TO BE„ CONTINUOUSLY. INSPECTED. ' CONTRACTOR IS'TO HAVE A COPY OF ICBO EVALUATION. REPORT ON SITE FOR CONC. ANCHORS USED. INSPECT.ALL FIELD WELDING. VERIFY CERTIFICATION ' OF ?WELDERS., =; CONTRACTOR' SHALL;,, PAY -FOR REWELDING`AND REINSPECTION OF ALL, WELDS NOT MEETING:SPECS. `'INSPECTOR' SHALL'' NOTIFY STRUCTURAL'ENGINEER'OF WELDS NOT "MErTING `SPECS, •.QP DRAWINGS SUBMIT 2 SET. OF PRINTS OF SHOP DRAWINGS AND .1 SET OF REPRODUCIBLE SEPIAS. OF SHOP f' DRAWINGS TO ENGINEER FOR REVIEW AFTER coNrRAcToR HAS "REVIEWED'& STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR MISCELLANEOUS STEEL, Rr].NFORCING STEEL AND MISC. EMBEDDED ITEMS.' e.al CONTRACTOR. CONDITIONS SHALL, VERIFY ALL DIMENSIONS IN THE. FIELD'AND,SHALL PROVIDE':ADEQUATE 'SHORING AND.;; BRACING OFALL :STRUCTURAL MEMBERS— DURING DURING'' CONSTRUCTION. CONTRACTOR „ SHALL . NOTIFY •= ENGINEER: OF ALL FIELD CHANGES PRIOR TO INSTALLATION. �±��s±.f' f y+. 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