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HomeMy WebLinkAboutPermit 0120 - VIP's Restaurant - StructureJOB ADDRESS 5700 Southcenter Blvd. DATE August 1, 1972 LEGAL 1 DESCR. LOT NO. BLK TRACT ( SEE ATTACHED SHEET) OWNER MAIL ADDRESS ZIP PHONE 2 Vip's Restaurant, Inc. 250 Liberty S. E. Salem, Oregon 585 -6221 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. /0g57 3 Vip's Restaurants Inc. 250 Liberty St. S.E. Salem Or. 97301 223 01 20851 ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 Ogren Juarez and Givas 2017 0 St. Sacramento, Calif. ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 LENDER MAIL ADDRESS BRANCH C 409 - 023 - 484 USE OF BUILDING 7 Restaurant 8 Class of work: L l NEW 0 ADDITION • ALTERATION 0 REPAIR • MOVE 0 REMOVE 9 Describe work: 10 Change of use from Change of use to 11 Valuation of work: $ 80 PLAN CHECK FEE 98.25 PERMIT FEE 1•6. 0 SPECIAL CONDITIONS: 1 5 per a ac e• e ers i Typo of Const. V 1Hr. Occupancy Group F Division 2 approval of post - ;connection detain 6/7 and 7/7 Re-design before installation. Size of (Total) Sq. Ft., No. of Stories 1 Max. Occ. Load 99 Fire Zone II Use Zone C Fire Sprinklers Required • VBS �NO APPLICATION ACCEPTED BY -C,, PL�NS C( &KED Q Y : C �+ MV QUg12 �. A � '�C.� APPR E F. ' AN E B • V L No of Dwelling Units OFFSTREET PARKING a Covered SPACES: Uncovered 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 I$ 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 WITH 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 • E PERFORM • NCE OF CONSTRUCTION. f % .-.11-/L A , Special Approvals Required Not Required Approved ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) FOUNDATION FRAMING FINAL 7IONAT • W.' �� 5 1 -' AT RE OR A THOR ED AGENT (DATE) • BUit:DING PERMIT Applicant to complete numbered spaces only. CIT( OF TUKWILA BUILDING Pfl. ,MIT 14475 • 59th Ave. So. / Tukwila, Washington 98067 C'#4 z z ITT BUILDING PERMIT NO. N° 1 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION M.O. CASH PERMIT VALIDATION cK) M,0. CASH +" ,.. OCCUPANCY PERMIT REQUIRED 1Z5/ Mr. John Richards Building Offical CITY OF TUKa'ILA 1 59th Avenue South Tukwila, Wa. 9806 Approved as noted: 1st. Submittal LLOYD F. QUA'1'TER & ASSOCIATES Management & Engineering Consultants P. 0' I3ox 368 Mountalke Terrace, Wa. 98043 Telephone: 776 -4717 July 29, 1972 Subject: Structural Plan Check - Vip's Restaurant Architect: Ogren, Juarez and Givos Dear John: General Comments :. 1. Architect to stamp and sign all dwgs. 2. Specify in General Notes: Controlling code is the 1970 edition of the Uniform Btailding Code. 3. Also specify in General Notes: The bending stress of all lumber used. The following . comments cover descrepancies between the Structural calculations and the construction dwgs. 1. 01111 sheet 5, specify 5 -1/8 x 19 -1 /2 glum- lam(2400f) (center beam) as 'shown in structural notes. See UBC Sec. 2511 (a -3). 2. The Simpson column cap (CC5 -6 &8) is over stressed by approx. 37%. See detail on 6/7: &7/7. The Simpson column to . foundation connection (CB-46) is overstressed by a factor of 3. See detail 12/7. The shear -wall post to foundation connection is shown n e structural calculations and typical detail on sht L7,fi116.i'rr application should be specified on the foundation wgs. 5. The &oot shear wall on the flatroof section of the structure calls for inside- outside nailing for shear resistance. Inside nailing is not allowed. Reason: There is no practical method to verify that the nails have hit the studs. ,harm Regards, :t. is ?'t EyS p'') j LAIC `/ C O I ' I l k7 / / e / ,,( � 2 . O. . ",:R• OLK TNACT 05CE ATTACHED LNCCT) MAIL ADLRLS CIF PHONE r Uj ; P,5 R �lCsG r:TRc- ,Se / - be Sit, /e/1?)l,91 c9:5- I,,Z2 / ICEfIC£f,C. - .3 ANC.r:TECT OR Di51ONCR MAIL ADORESS PHONE LLICENCE NO. it � 11Q rt. I ( /.10 3 / � D /• / � /i 0/ �. A Dp ST Su * /' ' !: E / MA PHONC LICENCE f10. 5 LL4DCR - MAIL ADORLSD OAANCH S VACS OL'ILOtNG A - e sta cr re? „ e 3 Class of work: NEW 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE ❑ REMOVE 9 Dew ibo.work: 10 Change of use from Change of use to 11 Valuation of work: S 40 �0 VF./�l PLAN CHECK F "EE Z...4,—`" PERMIT FEE CQC ---- SPECIAL CONDITIONS: I 6.. • Typo o ConSt. ' ! � 1 Occupancy Group Division. • 2 I A-- ► , - _ / 1� -t[� Ar 011711; :' ]. 't .i . I' II CJ _ .. ' 1 . Slzao f01. (Iota!) Sq. $11 r a , Fire Zone I No. of 1 Stories 1 h�:x. 0.. Lo;:d { � LLL ___ Uso G Zone o' I-.ro SprinKlers �y I I :.:quiraci •Y05 APPLICATION ACCEPTED BY (_/" PLANS CHECKED BY C• SlAtttl. APPROVED FOR ISSUANCE BY No, of Dwelling Units OFFSTREET P IRKING ' r..CES: Covered I U:,cot, red 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 HEREE3Y 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 WITH 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 THE PEI + "ORMANCE OF CONSTRUCTION. 1 � ✓L '/ .i — O—L I . 1, tPRAMING Specir( Approvals Required Not Ruquir Approved ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Speci FOUNDATION • 51511 — C OM' LNE (IF Vi NEN DV LOCK) G�-i „....S., e,1 / o z FINAL .:.'.ATUR£. Ok A ONIZEO A: ENT 4111111111111111W IS"' • f'•` Q ° ,'4/ t~ ` I r 1A475 59th Ave. So. / f a ",ctvila, 4'J isIli: ,; o;� L'8057 ,: Ucant ro complete numbered spaces only. 9"C -3;- 7/0 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION M.O. c�K.'i'' cASH PERMIT VALIDATION (K: ) .M.O. CASH 7/ OCCUPANCY PERMIT REQUIRED ��. -.._- ,f G2.4-7(...64 L- , OVERLAKE B CONSUL 16071 N.E. 2ND STREET January 17, 1972 mr. Frank Zepp Building Superintendent City Hall Tukwila, Washington BELLEVUE, WASHINGTON 98004 Plan Check No. 0 -411 Use: Restaurant over Service Station Type V -N Group F -1 & F -2 Fire Zone # 2 Stories 2 Valuation: $170,000.00 1970 Uniform Building Code Seismic lone # 3 ARCO & Vips 5700 c a ;e) )20 (J07x) ? ANTS SH. 6-5223 Dear Frank: 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 the plan checker: 1. Occupant load is to be posted and limited to 100. 2. A railing barrier is to be installed back of door # 15. 3. Door # 17 blocks exitway from door # 16. 4. Door # 15 cannot he used as an exit, and should be so marked. 5. Nonabsorbent finish and backing for toilet room walls and floor should conform to Section 1711 (a). 6. mechanical ventilating system in baths should provide a five- minute air change directly to the outside. Section 1305 (a). Section 1405 (a). 7. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). 8. Interior stairways should be enclosed with one -hour fire - resistive walls. Section 3308 (m). Glass is to be removed from wall of coffee shop and gift shop. 9. Attics of combustible material should be divided into areas not esceeding 3000 square feet. Section 3205 (b). 10. The interior wall and ceiling finishes should be specified and comply with Table No. 42 -8 and Section 4203. 11. Special inspection in conformance with Section 305 is re Page - 2 enclosure s• quired for. the following works a. .Structural concrete-based on an ultimate compressive strength : in excess of 2000 pounds per, square'. inch; b.: Unit masonry grouting. 12, Railings :should: be designed to :withstand.a:.20 -pound per foot horizontal force. Section 2304. 13. , with a specific ICBO research recommendation:or Justifying test data should'be submitted incompliance with Section 106. All other code requirements appear to have been met. If we ca,n be of further service, please do not hesitate to :c.ontact'us. Please .find•enclosed, our invoice #4060,. covering, this plan. check. Very truly yours, OVERLAKE: BUILDING CONSULTANTS R . , 5 'Tice Mangan REVISED DESCRIPTION HITCHINGS, P. S., Inc. THAT PORTION OF TRACT 35, OF BROOKVALE GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, ON PAGE 47, RECORDS OF KING COUNTY, AND OF THE UNPLATTED STRIP OF LAND ADJOINING ON THE EAST OF SAID TRACT 35 IN THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF SAID UNPLATTED STRIP WITH THE NORTH LINE OF STATE HIGHWAY AS CONDMENED IN KING COUNTY COURT CAUSE NO. 600726; THENCE NORTHWESTERLY ALONG SAID NORTH LINE TO • ITS INTERSECTION WITH A LINE WHICH IS 25 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO AND PARALLEL WITH THE EAST LINE OF SAID UNPLATTED STRIP AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHWESTERLY ALONG THE NORTH LINE OF SAID HIGHWAY A DISTANCE OF 163 FEET; THENCE NORTH AT RIGHT ANGLES TO THE NORTH LINE OF THE HIGHWAY A DISTANCE OF 135 FEET; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID HIGHWAY TO A POINT IN SAID LINE WHICH IS 25 FEET WEST OF AND PARALLEL WITH THE EAST.LINE • OF SAID UNPLATTED STRIP; THENCE SOUTH ALONG SAID LINE TO THE TRUE POINT OF BEGINNING; TOGETHER WITH A NON— EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER A STRIP OF LAND 25 FEET IN WIDTH BEING THE 25 FOOT STRIP OF LAND LYING SOUTH OF THE. EASTERLY PROJECTION OF THE NORTH LINE OF THE MAIN TRACT HEREINABOVE DESCRIBED AND LYING EAST OF AND CONTIGUOUS TO THE EAST LINE OF SAID MAIN TRACT, AND LYING NORTH OF THE HIGHWAY; AND TOGETHER WITH ANON— EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF ABOVE DESCRIBED MAIN TRACT; THENCE NORTHWESTERLY ALONG THE NORTH LINE OF THE HIGHWAY A DISTANCE" OF'20 FEET; THENCE NORTHEASTERLY TO A POINT IN THE WEST LINE OF SAID MAIN TRACT WHICH IS 50 FEET NORTH OF THE POINT OF BEGINNING; THENCE SOUTH ALONG SAID WEST LINE TO THE POINT OF BEGINNING.