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HomeMy WebLinkAboutPermit 0879 - McCann Construction Company - Project 300 - ShellThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. McCann Construction 18401 Cascade Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 2,3 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. ADDRESS 8013 Perimeter Road So. Seattle, Wash. PHONE 762 -2555 NAME OF BUILDER MC Cann Construction STATE LICENSE SALES TAX NO. C-178 -12495 ADDRESS 8013 Perimeter Road So. Seattle, Wash. PHONE 762 -2555 INSPECTION RECORD •• . BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS :3/2/7Fi ESTIMATED VALUE COMPLETED WORK $ 707,000.00 • . •- •. PERMIT FEE ( /� $ 1,094.00 FRAMING PLAN CHECK FEE 743.60 LATE PERMIT FEE $ TOTAL FEE $ 1,837.60 TYPEOF III —N OCCUPANCY GROU F -2 AI ISSUED 7/2/76 FIRE ZONE 2 USE ZONE M-1 EXPIRATION DATE FINAL FIRE SPRINKLERS REQUIRED MAX. OCC. LOAD E Yes 11 11No LOCATION OF WORK / NUMBER & STREET LOT OWNER BLOCK DESCRIPTION OF WORK: 18401 Cascade Ave. So. SUBDIVISION McCann Construction CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY CITY 0 rTUKWILA BUILDING DEPARTMENT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242-2177 See Attached Sheet Shell Building for Multi- Tenant Warehouse Tenant Improvements - North 107' (Foundation & Floor Slab constructed under Permit #859) iZ6, X99 .pg? BY (Project 300) THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR A/R CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT ! ! / � , ��J�)if/j - L/ C4 SUBJECT TO COMPLIANCE WITH THE ORDINM4 ES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY PERMIT NUMBER N2 879 LOT OWNER ADDRESS LOCATION OF WORK / NUMBER & STREET NAME OF BU LDEt DESCRIPTION OF WORK: CITY - 'TW {WILA HUM DEPt ,: WENT , . -- ° 6230 Southcenter 0 S thcen er i31vd. Tukwila, Washington 98067 Phone: (206) 242 -2177 Te-Al ve C BLOCK SUBDIVISION 45£'L ,�TTACHeo vicI0GT INGCMJN CON15-rfz=TlOsI RECEIVED CITY OF TUKWftA JAN 16 1911 bUNUING DEPT. • 1 4 1 7 i(C1"IC7Nt I APPLICATION FOR BUILDING PERMIT DAZE ISSUED TOTAL FEE LATE PERMIT FEE STATE LICENSE NO.2 SALES TAX /?/11.2//.?•r PHONE 7 2 - ■'. ESTIMATED VALUE � COMPLETED WORK 7 'J v U 0, PERMIT FEE / 'PLAN CHECK FEE 7/ 06 71(.7 OCCUPANCY F _� GROUP EXPIRATION DATE TYPE OF CONST. FIRE ZONE FIRE SP IN L REQUIRED LBYes DNo USE ZONE MAX. OCC. LOAD 107 pai.4z4 D F a Ord. D 0 7vi404 A(4 4 coA0 44.riE p Az T i4w . L , M ))/)41/X. as to -sinI( of _ XtrPA )1/47-4C a' ' ;2 M Di . Au'ivii/bitriAk .5.4072.114) aAyer 1114641M, 74'4)Aver " 41( Name of Tenant: % r Nature of Business: WAI12E4- 0051P•{CS THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. 1 HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT LEGAL DESCRIPTION That portion o Lots 4, 5, and • • • ,M 4 • f r February 10, 1976 City of Tukwila, Building Department Tukwila, Washington 98108 Attention: Barney Rupert Subject: Location of Shear Walls, Demising Partitions and Exit Doorways Gentlemen: Our Project No. 300, into your department for issuance of a building permit, is typical of our past projects in that the locations for shear walls are shown in alternate locations (See Note on Lines 6 and 7 of the Floor Plan, Sheet S -2). This allows us to place the shear walls to accommodate a future tenant's exact area requirements. At such time as the tenant requirements are known, we will submit for a building permit and occupancy permit and at that time meet all the code requirements for the shear walls, exits, etc. Prior to the above tenant improvement work, we will leave in place the . required pipe braces in lieu of the shear walls. Locations of pipe braces will be determined by Dean Ratti, structural engineer for our project, and submitted to you for your record. Since there will be no occupancy in the affected areas of the building prior to tenant occupancy, the exits should hnt be needed or required until the suitable locations are known. So there is no misunderstanding, we hereby assure that no occupancy of any description will be allowed in those areas of the building not sub 'tted fo you for your review regarding code requirements. Ve truly ell T. Go don Manager of Cons j ction LTG /mh McCANN CONSTRUCTION COMPANY, INC. 8013 PERIMETER ROAD SOUTH • BOEING FIELD SEATTLE, WASHINGTON 98108 GENERAL CONTRACTORS 206/762 -2555 206(762 -8124 Gad X .(�.� d am. southcenter south industrial park site plan drawing index legal description general notes vicinity map alfred h croonquist ✓- 6 � b �� M � � .r- - - -- �-- cv,�x� t am eTYP.) o -7 PEA CAMN. °'r. R7 +eI ' ; •UI W.L 'c. r .F1 134.51r4 CrY' iaNTia*t 4orle.faar u-rc..) ar roe GJLY[r.Z7". ere e. r c) 54-.55 d �,i T7'PE 1�T. Id ''3fi��ftiil,REf7 -'2 c- �G.(.,�.J�'A - ' '(r✓iLsL:r i T .N . igeormaammagecsmaigrakaza • Gr f ` tic:1.45 '' aVC4 ; r9�r.sor`yxs ; EL- .VAT O 5a..;:1 i+*ik:. • G!. P.► ' -Cat - r t- C�G;C►.`T` I�nJ 1� DC�4vr�J`S�0UJ ' ?Hai i � 4 4 4 . A'' onec i.) WOMEN I. Tk^ C. N Ta �'} l,` ' t d '. Vs/I LA 1 +/r$';n 1�3 f :CA.1414r,a-stx.41. 114 1 Gi`;M1 � � ot5, ,�' p� AL D Hd CROONQUIST &LA. & ASSOCIATE% ARCHIITE 2E20 SEAMS - LFLL ;NA1 €3N1 iP:GC a. BAT U WASHINGTON 931 204 - 632 26100 re q "'fP -�-�P• G • _.J. _ • pi •. .... . +�: ;�±.. _ ��nr. .r %.i:..r rs a ..i.- .n .•<+..s!+'t •'tY.y�[. t;...y u�;•+.i r.'vr. "r .!- . ,4:�:S `- "^•i�:n... -..: ,....; •.e...,.�: � ::�:- >R.::. .c..�.;:s��; a-..: y-�.�. n+....,c� v .. 44.s41q I ._..�.vi,•f .a i , :- T1r6?4 NM tato.; >fi 1,/v .I i N2 8-ex $ Fib 11.6 ,04AMW' ZINe6h 0 5A5 4 fuvvybov Per-g. e$4 " -4" 6'1- '. 44,24 $ T4N D VERT. fie. U■ AT • PI t-°L! L. >. Hr - A.fc.3'Ui'z. AT 4X10 ' — n:, ,J c:. arr M H CG-XTt IJT RF i FJ P, 14-11:41 .gal 41 1 PER CLAN • ,51t - )1a Re 1K, I L.R 4, Ls, - To I /4 ° FCADIL.4 "''' iVF PER 1 L.AJ _4 pILAKI LT�1iF I eI- E EB 2 1976 CONCRETE CONSTRUCTION SHALL BE SUPERVISED BY AQUALIFIED CONCRETE SHALL, ATTAIN 28 DAY STRENGTHS AS FOLLOWS: PRECAST CONCRETE, f'c =.3,000..PSI..THE MIX SHALL CO NTAIN NOT LESS THAN 51 SACKS OF CEMENT PER CUBIC YARD AND NOT MORE THAN 6--3/4 GALLONS WATER:. PER SACK OF CEMENT. ALL OTHER CONCRETE, •f'c = 2,500 f S4, THE MIX SHALL CONTAIN NOT LESS THAN 5 SACKS CEMENT PER CUBIC YARD AND NOT MORE THAN 71 GALLONS WATER PER SACK OF CEMENT. REINFORCING STEEL SHALL CONFORM TO ASTM AE1<5v72, GRADE 60, ALL BARS TO BE BENT IN HELD SHALL BE GRADE 40. ,MESH SHALL C,ONFOQM TO ASTM A185. PROVIDE CORNER BARS. AT ALL WALE. AND FOOTING INTERSECTIONS TO MATCH HORI- ZONTAL REINFORCEMENT. LAP ALL CONTINUOUS REINFORCEMENT 36 BAR DIAMETERS OR 2' -0' MINIMUM. ALL HOOKS AND BENDS OF REINFORCING BARS SHALL CONFORM TOACI 318 -71 UNLESS SHOWN OTHERWISE ON. PLANS. ALL WELDING SHALL BE DONE RY Ay /S CERTIFIED WELDERS. EMBEDMENT OF REINFORCING STEEL SHALL BE AS F.OLLOWS: UNFORMED SURFACES AGAINST EARTH FORMED SURFACES AGAINST EARTH . SURFACES EXPOSED TO WEATHER - BEAMS OR COLUMNS PRECAST PANELS, UNLESS NOTED OTHERWISE -• . STRUCTURAL INCLUDING PLATES AND ROLLED SHAPES, SHALL C�t T s-11 - M A36. STEEL. PIPE SHALL CONFORM TG ASTM A53 GRADE B BOLTS SHALL CONFORM, TO ASTM A307 PRECAST CONCRETE MEMBERS SHALL BE ADEQUATELY BRACED UNTIL "AIT-• F1. • F CTIONS' HAVE BEEN COMPLETED, CONNECTIONS, INSERTS ANP REINFORCEMENT SHOWN APE FOR SERVICE LOADS ONLY. CONTRACTOR ' S • HALL"PROVIDE ANY EXTRA REINFORCEMENT, 'NSERTS, LIFTING DEVICES ETC. REQUSRED FOR HANDEING AND ERECTION. GLUED LAMINATED MEWBER'S SHALL BE #FABRICATED IN CONFORMANC .- W,` H B S'T ATTITAIMJ•l ` -10 AND 25-11 EACH MEMBE SHALL BEAR AN AITC.IDENTIFICATIONNARK AND SHALL B� AC"COMPANIED' BY AN AITC :CERTIFICATE OP' CONFORMANCE:' MEMBERS.SHALL BE DOUGLAS FIR "24F" F ,= 2,'20 PSI. SUBMIT CONP'LETE` SHOP DRAWINGS PRIOK TO FABRICATION. FRAMING 'LUMBER SHALL CONFO TO "3YCL{ GRADING AN''D E S N o 16' AS: FOLLOWS DO� , `=�FR`Eti fo DUGLAS' NO . (f - 1,500 PSI) BERKELEY ROOF PURLI JO iSyTS 2 x 4 DOUG LAS rIR NO 1 (f 1,750, PSI), 2. x 6 DOUG LAS FIR NO -1 (f:b 1 PSI) 9 ROOF PA.t1EL PLYWOOD SHALL BE 5/8" C- ,C,,,(5: LAM'INATIONSj`• UCTU AL .AM,NATI'ONS)' UBC STANDARD NO, 25 -9, ( PANEL I.D.,'INDE)( / 10. FOOTINGS SHALL BEAR ON SOLID EARTH ` ?AT LEAST 18 BELOW LOWEST `.ADJACENT FINIS'4iED GRADE UNLESS SHOWN OTHERWIS 11... D ESIGN CRITERIA (UNIFORM BUILDING CODE ''1473:EDITIO' R OA F L'L, WIND E'ARTHQ AIC,E S O I L BEARING PALER[S�. a C 06140 Ui LL& tit AMCIAtigiv * tlirrmas C ��� y �� g �,��� p � y � � y � i � .. .: � • ai�tiO nit 4 I SV R[1H L . . 'ICF7l ., 91A1 , WASHINGTON ?M9 S4 F 206 - 4S2 263,41, C ►+�7t��ftq�31z faRF.AO r7'Li A r 4 a - rk UGT I eits J 1 - �. q 5 i A: .: I"0u2;4' 'rtgf., C:)" 5 - = ©n t o 251 r-- :J L Q , A7;l ,;.i .1P•66' Apr a= 5P C) f4 � RAoe NA/ c,$ro- 1 c /ro Mw r -'12 Pi3 •I41 P1 - q51 A* crrP 60/1/41 a 1-R1-1C1:1 s G"; I Gam_ JT. f i (4 v. ,, 5 Aft. PLAN1 71" 1'4 t s. F rt2P OF , /l � �� L A J OR A7 (C 'T.R. OF 4 V -14 d . CitOONQUiST ALA, & ASSOCiAllai * C !TRCT I Ar i; - WA1i ► 1044 90) ait., ' 2 Ddb 2 ' vj { • . . . .- •••, -... i• s .v, •i A --- ., ... .... _ . P'• ., • „-•• •., • .. , ...-c , .. .•••_, . ___...... ti ... ::__, . I?.f.,5,-; 5- C .CDK1 , YI" P'M Ac) es pit\t-Ja4.- par .• ke, LOCA see.: ■ r's‘ 7C 1 . '/!%r••j F-mov s! 5 ---1-- PITH P 7 r-e21S , 1 -4 4 -; 0.6 - e)1.41 ta.,±1:1:r IL; . _ e:› sowTH LWI t.41 vv"..v4iNcre e) 50074 c.-444 gra ie. f...04.41-4 ^-...„%•04.-1,tgras 46 2- • " meomffrigit Fictiec) -zetKrrus,,wAsotNeerrot4 . . - ALFRED H. CROONQUIST Aj.Ae & ASSOCIATESo A*CialiTCIS • - 2820- merits trawl/ NATIONAL_ iiilktitt SUILINNO . , Till, WASHINGTON 91 64 • . p33Q 6 - 482 2690 i-+A! K f-1 y CC ) .1 • 5 t : (N- / 4� o r L. G t°Z• �: E3 ' riati< CG4.iN. X7 e.P5 17 5 5 r y X '�J'!C i� y'I x 1 0 ,. 3AF& AYAf -r 54 br V �' �C C. �I W Ei, IN _ f t. O t•S 5.) N. j k � ' -- 4 - 1682