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Home My WebLink AboutPermit 0008 - McCann Development - Foundation and 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. 11: McCann Development 1000 Andover Park West RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle 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 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. 71-008 1000 andover park east mccann development corporate or succssor assigns dean b ratti manson and bennett foundation shell structure LEGAL 1 DESCR. LOT NO. BLK TRACT ..�� SEE ATTACHED SHEET) OWNER MAIL ADDRESS ZIP PHONE 2 M Cuf INI OEVeLO pr..piEts( - CO RD de- 50 CcE4' O ?. AJ �1b I 4 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 Mc C.A KIKl CO (4 CO . cola ne>?1METCD 1n. .) PO7 - z 4 5tiS ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 MANw,ON 4 - 31 =N1■1ETY Iq - I I 4TH AVF_ N n ?-- I0 I1c ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 t A.t l �3 . 1, . 14_1i 4TH AV E. M A - - 7 b �I c LENDER MAIL ADDRESS BRANCH 6 USE OF BUILDING • c 'FF-lC.. 4 \NA,PI =HO V -:-)E- 8 Class of work: KNEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOV • REMOVE �► 0 Describe work: �. FF 1 c_ E. it \iv's, e..,1--t --t DL%`J E C 'tG' - (c..4 -1 -i 4-4/11.-e-/ !/t- tt.C.. (-() 10 Change of use from Change of use to �++ Valuation of work: $ C C L/V-2- p N c FE � )01 11 PERMIT FEE sG s- O SPECIAL CONDITIONS: Type of r � Const. /Y Occupancy /� Group / 2 Division Size of Bldg. (Total) Sq. Ft. No. of Stories Max. Occ. Load Fire Zone Use Zone "' At Fire Sprinkler Required Yes • No APPLICA N ACCEPTED BY: l � "Y r 1 , PLANS CHECKED BY. / A PP ED FOR ISSUANCE BY. �� No. of Units OFFSTREET PARKING S Covered NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS' COM MENCED. 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 GOVERNING THIS TYPE OF WORK WILL BE COMPLIED I.'.ITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals Required Not Required Approved ZONING h/' HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) FOUNDATION FRAMING FINAL SIGNATURE Or OWNER IIF OWNE / / /. /�j BUIILDER) ) 7 " % / / / /. f / /h // • R t gA- 'l, 7 �E' /L I 7 / / � B SI N TUBE OR A E `�OII.DING PERMIT Applicant to complete numbered spaces wily. a CIT JF TUKWILA BUILDING PL .MIT 14475 • 59th Ave. So. / Tukwila, Washington 98067 WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VA IDATION fc . � 7 _ a OCCUPANCY PERMIT REQUIRED BUILDING PERMIT NO. N 0 A S// J#7/ 3 9 1 / gd e 14 J, •_-: F.. , DESCKLPTION • That : portion of the Southeast quarter of the. Southeast quarter of Section 26, Township. 23 North, Range' -4 East W .N ,. City',ox: i'ukwila in king County, Washington, described". as . . Co O.eginning at the Northeast _corner of " the,: Southeast quarter of said ,Section 26, 1...theace5Outb:02'72V2V West along :tl e. Last line of. said Southeast quarter a '.'distance of 1319:75. feet to-the centerline of,'Minkler Blvd, thence North' 88 West ,along"said.Centerline a distance of 92.45 feet, thence bouth0l ° ,47''28" West,a distance of 318.59;"feet'to the.true point of beginning; thence Continuing South 01 ° 47'.28 1 ! West "a" distance of .155.76 feet; thence along a curve to •the,. :righthaving a radius 'of 397:24 feet, an arc distance of' 174 :56 Feet'; through a Central angle of 25 ° 10'37" ; thence"•.South .26 ° 58' • 05 ": West a' distance" of 0,00`feet'tu..�the,.North line of. parcel of land conveyed to Rex. Allison`et'al by peed`. recorded' "wider Auditor's File. No 5917083;' .. : °12'31.'.' West :along said North :line a distance of- 259.54. feet, to,the Fast ; margin' of Andover Park ,East; thence :.along: said""Eas t "margin . on- a curve to the left, the center• o f which bears North 68 ° 53'14 ":W.est, having a radius.of,.382 :.62 feet, an arC distance of 129:03 feet, through,. a..Centra"l angle .o.f19 °19.'18 ; thence North Ol ° 47'.'28" East along said East margin a` : of;' 243.40 feet; • thence South ,88 °12'32" ;East a distance of 297".00 feet to the true point of beginning. : in the Town of Tukwila, Coun of King, State 'of,Washington. • ) a SIC A � .. - 00? 6471 t , O VERLAKE BUILDING CONSU L ANTS 10071 N.E. 2ND STREET March 10, 1971 Mr. Frank Zepp Building Official City Hall Tukwila, Washington Dear Frank: Very truly yours, s�--•— R. S. "Dick" Mang'6n RSm /,j enclosures BELLEVUE, WABHINOTON 990D4 • BH. 6-5223 Plan Check No. 0 -393 User Warehouse & Office Type III -N Group F -2 Fire zone 3 Stories 1 Total Floor Area 52,582 Sq.Ft. Seismic Zone # 3 1967 Uniform Building Code McCann Development Corp. h1 etetI k ( I /Od /- ix& aM d ofe /W(d E We are returning to you under separate cover the above subject plan which has been checked for conformance with the Uniform Building Code and following are the comments of our plan checker: 1. This plan check covers the shell of the building only. A plan showing interior is to be submitted prior to such work starting. 2. 20 square feet of wall opening is required in each 50 lineal feet of wall, for the purpose of fighting fire or the rescue of people. The sprinkler system does not relieve this condition, as it is needed for area increase . 3. Special inspection in conformance with Section 305 is re- quired for the following work: a. Structural concrete based on an ultimate compressive strength in excess of 2000 pounds per square inch. b. All structural and light gauge welding. 4. Precast concrete wall panels are limited to an h/t ratio of 25. Section 2622 (e). And to be a minimum of 6 ", not 5 1/2 as indicated. 5. Glued - laminated lumber should be fabricated in accordance with Section 2513 (c). A certificate of inspection should be submitted to the building official. Section 2513 (e). 6. Plywood grades should conform with Table No. 25 -C. YOUR ORDER NO, - OUR ORDER NO P: o #1371 DA7�' SHIPPED SNIPPED VIA • QUANTITY. ::ORDERED. • • QUANTITY SNIPPED' r C ,7117. !.B W NAP,A•W FORM 44.401 3•PARTS .. . W • WILSON JONES COMPANY + 01001 • PRINTED IN U.S.A.' "VERLAKE , BUILDING. CONSULTANT( 16071 N. E, 2nd ST, BELLEVUE, WASH. 98004 AREA CODE 206 SH 6 -5223 OLD TO B u ilding ::Department. SHIPPED TO City Hall Tukwila Washington Plan check fee .STOCK NUMBER /DESCRIPTION Plan Check No. 0-393 DUPLICATE SALESMAN P.O.B. Warehouse- Office- fflcCnnn Navel op.Corp. • • • • • • 1'N '1i 0 I. t NO. 3998 DATE 3/10/71 TERMS .. PRICE net PER r OLD AMOUNT.: 11:ia 1069 MANSON BENNETT & ASSOCIATES THE 1411 FOURTH AVENUE BUILDING S E A T T LE 98101 M A 2 - 1 6 1 6 Mr. Frank Zepp, City Supervisor: City of Tukwila " 14475 - 59th Avenue South . Tukwila, Washington 9806.7 Re: Project #161 Confirming our conversation today, February 26,. 1971, we are proceeding with the preparation of plans.and specifications for Project 4161: In accordance with our understanding with you, McCann. Construction, `can :proceed with the necessary site work including preparation for foot- ings and foundation. We. expect .to have plans of the building structure in your office Monday, March 1,-1971, for plan check. You wil find enclosed two copies of" foundation, plan. and calculations that:: you;may forward.to "your plan .checker, so that he"may..get started as soon` as possible. Very truly yours, sincerely appreciate your efforts." OLSEN 1 RATTI 1 4 11 FOURTH AVENUE March 16, 1971. Mr. Richard S. Mangan, Overtake Building Consultants, 16071 N.E. 2nd Street, Bellevue, Washington 98004. Re: Plan Check # 0 -393 Tukwila, Washington (Our Project 161) Dear Mr. Mangan: Enclosed are the structural calculations for the above -named project, as you requested in our telephone conversation this afternoon. The. precast concrete wall panels have been designed to conform to the Uniform Building Code Section 2622, incorporating the exception in Sub - section (c). Calculation sheet #10 is intended to satisfy this exception. If you concur, please inform Mr. Frank Zepp that Item #4, your letter of March 10, 1971, has been satisfied. JCB /g Encl. Calc Sheets 1 - 10 cc: Tony Ritchie, McCann Construction Thomas Sconzo, Manson Bennett SEATTLE, WASHINGTON 98101 MAIN 4•7045 with calc sheet ASSOCIATESt ROBERT J. FOSSATTI JOHN C. BRAVO 1-4 44- 44 . B 4;10 , C0 .,0 6' sti n O 4/6,9004 r 4�rs Very truly yours, OLSEN & RATTI Co �' It'ng Engineers a John C. Bra\ro. C I V . I L E N G I N E E R S ..' t' dOF L JA'- 5 OLSEN & RATTI Consulting Enein.n 1411 Fourth Avenue Seattle, Wash. 98101 MAIn 4.7045 PROJECT iec 6, .o / Z)e C 2. a7 A/ // c. 3.5 ¢ /Goy 5?* rt. y /. 8 GLsaSO UL /2 , p lei- P.V /6 fsF 2 S 1.. 3 7 / /se. 3' ,SF. 4-/ Psf CLIENT Pr--/J - - A / )f n , r r DESIGN_ `3 c 2 CHECK DATE 2 /71 JOE NO "71 4 L, SHEET of colum loads footings typical interior columns bearing columns side columns OLSEN & RATTI Con.uhing EnEinnnra 1411 fourth Avonus Seattle, Wash, 9.101 • MA1n 4-7045 Roopt' 7'L 52 &4u ¢/(11 (09032, Gilles 7 K 'x • 7/, �. PROJECT / ��, <. 1 7 CLIENT DESIGN CHICK DATE I,FNNr. r 74 2/7/ r / GL // x Iorr6 • 5- 6'ix /L2 "fin B -* S Ek/ Bo" Frc. ' -0 C•+v "7 . � /0' '2- JOi NO.____J /s 6 SHEET L el • Co sulting Engineers •1411 Fourth Avenue roof framing gl beams gl beams gl beams lateral strut wall panels plasters wall panels loading wall panels loading dl wind buckling of tilt-up walls foundation concrete panels compressive shear stresses buckling stresses room finish schedule room paint schedule door and jamb schedule legal description site plan roof plan manson bennett and associates