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Permit 5261 - Sizzler - Addition and Canopy
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - I ng BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. 16615 SOUTHCENTER PY RESTAURANT IRVIN IVERSON P.O. BOX 21545 STACEY ENTERPRISES PERMIT # S ,D6 / Control # 88 -096 (513) Suite # Tenant ST77IFR Assessors Account # 537920 -0300 Phone # SEATTLE, WA #STACEE1125CW P.O. BOX 9195 0GDFN. UT FOR BUILDING PERMIT ONLY Annrnved for Tcclianra by Sq. Ft. Sstt FT. Office wStorarehoague/ se 'R104014 Kitchen 748 Other 503 IOcc. B -2 Load 8 54 7f 2nd F1. 3rd F1. , i Retaurani, 1st F1 4284 A -3 286 • Total 294 Fire Protection: [] Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Zip 98111 Phone # Zi 10 621 -62 / ,71; P 844f q Fees sq. ft. @ 1st F1. S sq. ft. @ 2nd Fl. S sq. ft. @ other S sq. ft. @ other S Total Valuation of Construction S 61,937 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #:g18 S Receipt #2731 S Receipt # S Receipt #,It16 $ Receipt # S Receipt # S 582.00 378.00 3.s ) S a63.50 FUR SIGN PERMIT ONLY 0 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 AND VOID IF YORK ON CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR wURK IS ✓EsUEO OR ABANDONEU FUR A PERIOD OF 180 DAYS Al ANY TIME AFTER WORK IS COMMENCED. THAT l AVE READ ANO EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CONNECT. ALL PROVISIONS OF LAWS ANU ORDINANCES K ILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ON NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AuTMORITY TO OVISIONS OF ASV OTHER STATE ON LOCAL LAY REGULATING CONSTRUCTION J'ON THE PERFORMANCE OF CONSTRUCTION. I HEREBY CE GOVERNING VIOLATE /1.� / Signs' dr /. Date LICENSED CONTRACTORS DECLARATION I hereby affirm that l are licensed under Provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature)_.__ ( 1 I. as owner of t offered for s ( ) I, as owner Owner (signatur OWNER- BUILDER DECLARATION operty. or my employees, with wages as their sole compensation, will do the work, and the Structure slvely contracting with licensed contractor's to construyt the rroject. Date IS not ' ^'r'ded or CITY OF TUKWILA ( Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - IS49 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. 16615 SOUTHCENTER PY RESTAURANT IRVIN IVERSON P.O. BOX 21545 STACEY ENTERPRISES PERMIT # S ,D ro/ Control # 88 -096 313) uite 0 Tenant ST77IFR Assessors Account # 537920 -0300 Phone 0 SEATTLE. WA #STACEE1125CW P.0, BOX 9195 OLDEN. UT Zip 98111 Phone 0 lie 621 _6 1 n Z T P R4409 FOR BUILDING PERMIT ONLY • //j74;'/f S Ft. Sq. III-7T. Office Storag!/ Warlhous! 765 K1etChe7 748 Other 503 IOcc. B -2 Load lipm 54 "nun. 3rd F1. Re?taurani 1st F1' 4284 ;- :. Total L94 Fire Protection: [] Sprinklers [] Detectors Zoning Type of Construction Special Conditions FUR SIGN PERMIT ONLY Fees <,• sq. ft. A 1st F1. S sq. ft. 0 2nd F1. S sq. ft. @ other $ sq. ft. N other $ Total Valuation of Construction S 61,937 Bldg. Permit Fee Receipt 0 318C S 582.00 Plan Check Fee Receipt 02731 S 378.00 Demolition Receipt 0 S Surcharges Receipt 0311a, S ,./.s-0 Other Receipt 0 S Other Receipt 0 S TOTAL 9.63.50 0 Permanent [] Temporary 0 Single Face Building face (] Double Face 0 Wall Mounted Setbacks: Front Square Footage of each sign face Special Conditions Q Free Standing Side Side 0 Other Rear Total square footage of sign THIS PERMIT BECOMES NULL AN0 IOIS IV WORK CO CONSTRUCTION AUTHORIZED IS NOT CO ! NCED WITHIN 180 OATS, OR IF CONSTRUCTION UR NuRK IS ''soolU(3 UR ABANDONtU Foil A PERIOD OF 180 OATS AT ANT TINE AFTER WORK IS COMMENCED. I HERESY CE F THAT I AVE READ AND EXAMINED THIS APPLICATION ANO KNOW THE SINE TO 8E TRUE ANO CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING I • K ILL OE C01rL1ED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AuTHORITr TU VIOLATE 011x.. OVISIONS OF ARV OTHER STATE OR LOCAL LAY REG1R.AT1NG CONSTRUCTION THE PERFORMANCE OF CONSTRUCTION. Signs Oat! LICENSED CONTRACTORS DECLARATION I hereby affirm that I M licensed under provisions Of the SusiMis and Professl0ns Cods. and my license is in full force and effect. Contractor (signature) Date ( ) 1, as owner Of offered for s ( ) 1, as owner Owner (signatur OWNER - BUILDER DECLARATION t�dlrop fty, or my employees, with wages as their sole compensation. will do the work. and the structure Is mot .m.omled or utively contracting with licensed contractor's to tonstru Q the project. i Date_ i� / F Co-8g-D8I 'CITY OF TUKWILA pudding Division Tukwila,tWashinvtonu198188 (206) 433 -1849 Type of Inspection Site Address Requestor ( /4 6 gas" INSPECTION RECORD c PERMIT # 5 Date Date Wanted (4�f Special Instructions Project Phone # 7--/3-54 a . m . s 5- 7 - c:) ,./.5� Inspection Results /Comments: .0-teee,"," Inspector Date 7 7/CV 'CITY OF TUKWILA ,Building Division Tukwilo,,tWashington Boulevard 98188 (206) 433 -1849 ».�...,..,Y«,,,�uu..iuww �.�.�w.s•:xwwrPSaka�Sa *:x' INSPECTION RECORD ( PERMIT # 6Xo Date Type of Inspection 6;1.47 Site Address • c/ei/i/Ci0/t/� /--- Requestor Special Instructions Date Wanted 7-7- ei7A7 Project 5/>,2.-4,,.;."-- Phone # p•m• Inspection Results /Comments: '4 7y 7»2 TI i% (",./ae,o4/AWbe, Inspector Date 7"' 7—,, CITY OF TUKWILA Building Division '6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection / / /s- ovt..; Site Address Requestor INSPECTI'■ RECORD PERMIT # S Date io - %- Special Instructions Date Wanted Z./. g -2 Project (5 ,E,_ tcxarWa47.-„ +:t6 �..... a. m .Cripll . Phone # or 5 7S- 5- d 2- Inspection Results /Comments: 17vr ;?i Inspector Date "- PP 'CITY OF TUKWILA Building Division ( 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Date a 7.41 r /4, ,,.::)„ -- Date Wanted4 g_ f —s7g a.mP.m.0 /‘ /3". �ru c- - 0 Project (S tiS a-4_ Phone # s" 7S — 2 7- 0 _2 k A INSPECTI N RECORD PERMIT # S� Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: /74/ ,/>' ThJfrt /19-4,9 Inspector 17,1 ,�7 rana..++c.n« CITY OF TUKWILA Building Division 6200 Southcenter Boulevard ,Tukwila, Washington 98188 1206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions ..... p�.,.,.,,..<, n.. w ,wr.wvew.u-asx,.5�,x•sr.:hrlo�� • /6 6 / c_ sce•z,.lc.-/- �U� S INSPECTION RECORD t . PERMIT # ( Date - -- -g� Date Wanted G- 7-TJTD; Project�� £..l-Phone # S 702-, Inspection Results /Comments: /vit, Z- O°K %�> 7/(A;ce,4/ Inspector Date ;.,/!5"/7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard. Tukwila, Washington 98188 (206) 433 -1849 ..,................. a........,...« w. v...................... w...,....._,—..._ W... .....................—,...—.... ....... «..w.+c......naw.m,+snu: urrMta.: A.^ dbv :.imLX7,�'7`Si�l;C+S�:4'lL:`.. Type of Inspection Ra--/ ild 0 Site Address /6G (. r5n4 i Requestor Ali' Special Instructions INSPECTION RECORD PERMIT # � a 6 Date J - 3 /— Date Wanted Wm/ /MO. p.m. Project 5 Phone # vU 3' 2 J-- U S42 7 Inspection Results /Comments: 61,1' 7Q' Inspector ` . Date CITY OF TUKWILA Building Division 6200 •Tukwila,tt Washington u198188 '(206) 433 -1849 Type of Inspection S),1 Site Address %G G s' #7',/ 401=t4- Requestor Special Instructions INSPECTION RECORD PERM Date s — /g- -W Date Wanted Project Phone # a.m p.m• - 8 7 4 . Inspection Results /Comments: 'A Date X98 CITY OF TUKWILA Building Division 6200 .Tukwila,,t Washington ui98188 '(206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions ..__ �...._..._....-....._._. r...-.«.........,.„„....,...... �.. r......«... �.. w........ �... �....._.........................- �«,.... .........,.....,.,- �........ww. ..w�..a,., .,...,. w.m�.vn� rv.uu.�.�s.r�:x•r+.++ri/tt35 �. INSPECTION RECORD PERMIT # ,Soua4c Z'cek Date .5 /i Date Wanted 5-//0?-- Project 5 .'zz/9,�- a .m. p.m. Phone # Inspection Results /Comments: 24' T Inspector Date ,AP CITY OF TUKWILA Building Division 6200 Southcenter Boulevard ,Tukwila, Washington. 98188 '(206) 433 -1849 • _..._..._.._ r ................«................__ ......._.._.._......_....._.... ...._......,......."..«..w,...n YnHr. nu5wi.w:tri[c�aYrxtilLl."iY.'uSL 91.'.' INSPECTION RECORD PERMIT #jo'<, / Date 5- -i7 c.7cP Type of Inspection `hi iv,4397bi Site Address /(mil /<, = Sa�7�e_5.a,v/7- 9''�/��^.�tii Requestor Special Instructions �,�i/f.✓i 1 771 9;i11/W Date Wanted Project 5'/.7,7-4/.:5:1-- a.m. Phone # Inspection Results /Comments: Inspector_ G577--- Date �� 7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard .Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection . <tm}� xrrs n»kstnrn r INSPECTION RECORD PERMIT # ,s-626 Date ?,/0g& o.2:- cps Date Wanted ,S //��8' Site Address /67,5""' Sc tic.%a 6�- 14frt<,y, Project S/zz /v- Requestor Phone # Special Instructions Inspection Results /Comments: �a,/ 24 , i;'f ' — 'a4' 6v l/li't liai^,n 2741P Inspector 41%21-7 Date .S CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 Type of Inspection Site Address /' /5" o Requestor ,� =acs~ INSPECTION RECORD PERMIT # 5 2. / Date S - /, Date Wanted -1A-e. ,s.0 -gry a.m. p.m Project ,,75 Phone # plc Special Instructions s)t a s > >'- .2 7 Inspection Results /Comments: CITY OF TUK_IILA Central Permit System f3g9 —!3 3ontrol No. g --0 Permit No. 53/3 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works 12/Fire Dept. Project Name 5, 2 Z le(" Address ( (06715 5va si..(c 'tie, ❑ Police ❑ Parks / Recreation Type of Permit(s) %s / i i r t'or- ) l Fi�c. 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: () () () () () • ( ) -�rl� (•�C.l�'v�! �1'{ /,�L/'1'LPl�y � (.!1`1.. `f'Y�. C (ii .l ii 't{"1 t_A . %. etrvv, ( ) ( !..l J.:1,M4,3tA•,d : j `14 ( ) iJ ( ) ( ) ( ) ( ) Authorized Signature Date This project is approved by this department: Authorized Signature —. Date CPS Form 3 c- ' THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 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. 3. All mechanical work to be under separate permit. 4. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of the 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) 6. All structural welding to be dome by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 7. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 8. Readily accessible access to roof mounted equipment required. 9. Any ekpo sed insulation backing material to have Flame Spread Rating of 25 or less. 10. 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 Barri.er Free Facilities (1986 Edition). 11. The contractor shall provide barricades for protection of public as per the requirements of Chapter 44, Uniform Building Code. 12~ Engineered shop drawings and calculations for manufactured roof joists (T.J.I/35) shall be on site and available to building inspector for inspection purposes. In addition to the design for specified roof load criteria, documents shall show that roof joist layout will accommodate purposed roof mounted mechanical unit. Documents shall be stamped ` with seal of Structural Engineer, registered in the State of Washington. } City of Tukwila 6200 Southcenter Boulevard Tukwil;i Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor April 22, 1988 Mr. Don Bateman, Estimator Stacey Enterprises, Inc. P.O. Box 9195 Ogden, UT 84409 RE: Sizzler Restaurant - Dining Room Addition (Control No. 88 -096) Dear Don: Per our telephone conversation on April 21, 1988 you identified that the square footage of the work to be done for the new dining room addition /canopy is 1,238 square feet, and also the square footage of the entire building is 6,137 square feet, including the addition. Per the sidewalk ordinance for the City of Tukwila, the additional square footage of floor space is over 20% of the square footage of the original building structure and therefore the sidewalk requirement for the construction of sidewalks by this development fronting Southcenter Parkway is required as part of the development. Requested is four sets of site plans for the proposed sidewalk construction. Per our discussion, you may submit a preliminary design proposal for this sidewalk construction, along with a schedule and a construction estimate for this sidewalk, and a request to place 150% of that estimated cost with the City until its design and construction is complete. A schedule shall accompany this proposal which shall go no longer than 90 days after the City approves the building plan. Enclosed you will find a copy of the utility permit application, a copy of the sidewalk ordinance and a copy of the City's Standard Sidewalk Plans for use in developing your application for this sidewalk submittal to the City. If you have any questions or I can be of further assistance, do not hesitate to call me at 206 433 -0179. Sincerel it Fraser, Senior Engineer Enclosures: 3 xc: Duane Griffin Pat Brodin Becky Davis Permit File CD:Disk 6 BATEMAN.LTR i City bf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor 4/17/88 Fire Department Review Control Number 88 -096 Re: Sizzler - 16615 Southcenter Parkway 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 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10,3 -1.1) (UFC 10.301) 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 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) Exits serving more then 50 people are required to be illuminated. re"' City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) Panic hardware is required on all assembly area exit doors (UFC 25.106) 3. 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) 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) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau RE: TELEPHONE MEMO ..2i. Or PERSON CO TED: PERSON CALLING: DATE:lA-j INFORMATION ITEMS: _i. R1g A1/,..i11 0.4 / �.. _. : d .41■. /11 .' J. .rl_ 4' Zt-ela )4/12Y. i w. __IeGO1 iii Jhe 1iai .4,(10-71,9 al_ 6 i:439zief JazZziefiZi %a, I z a lizzix ,- i,e: ✓sW ,C .e . I i (23%) ..e4i2t6 i& 0 y AQG (Z4 ? C)714 /JO orrLViciu A L _ I 61-eala\cfreSe TELEPHONE MEM Oo RE : J 16 �-iC �Oti c�'.J' 09 (O PERSON CONTACTED h6 Gve.ev\E) Ev%c- , 1 �5yi 5O PERSON CALLING: 13'46, or cog REcr DATE: rj co,41■45' INFORMA TION ITEMS: 'J1 ( cci tcet s. or 4-L 5 - alon AcArat . C,36k1( occ inece) d,vw rpv,. Gci��-�(01A. -- /, go/ - aa8 -340o 6i irs 5aJi Lrks 14*' got ~ 2&3 -251( m op# �t4C(( CogsTR I r loW 3 ,5 cv'TT' DI Xo !Y xdp -o4/61. . 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Lise c)= x'660 LE 64 . 4�iTioly r ��naaE"L To Vere--rateilet4E .,et 15/0 aey �3 5IoCo I fi Cz)(2400) C (2) g4,6 y0,5(e I h? < 232.5 I H . a. 6.14 < 16G- 1; aain). :. 0. 1<, xr laid Nq G/IEck too cAw5 .©lam -TED Fire Ca 6o: w4u v (45ak2 ?OE gin R4 (, 14fiT /sot. ele6, . ©. 4(45) C) = W r C 4'770 #froo = 3.t ^ . 081E4 443 1444A greene structural engineering co sizzler steakhouse r4 IWUPAL ENGINEERINGC 2 !4�i f P41 fT. VGr ug‘.. GpPer.a•,1 . /L3 • 2S 1 'let ' s1,47 • 1:t �. • . I �._.i _.' I.S , .4P1 ... 31, . .1 1 .1. ;.._ Arc • 1I!{1 /.2 0,0) ,i)6r)?zZ,s g,S t !. f •i. 1. .. 1.6N,1 110 • 1 • t ,t • �1, s� ! *MC, r7 p, S ('' • W • • %N h f F y 1 24,1. x' .! _..,. 1 -. I'. 4' i _1 2.3J rt ..1 ._l._.i... -1 ' l- ! 1..- i I..' fi' . i ..1. ;.1 --I ,�l-.t -1... 1 -1 's" V. . 1...' :,. 1 • st>•J t/�� v .. • ..t. -.;. . ,33 '•52. e Ib 1• • !II Atfi 1 ..._. _.._ ,... 1. • ;� i3.r(- 3y)-i3.v � .girl.. ...... .r5 • a -ti ; '2 31.:... C t ill. TREFURAL ENGNEERINGC. IZawr. 13e740.A S Vet 14 x .0‘20 . Zoo tee, ill .u'2 320 /G 1-o SPAN es.u_ R6.2 1,‘ i.14Y,4•11 s ,i80" • 4`o .1040 V 0 4h 7.f 1 II: Vt. It, �,� z.v S.3 w "� $'3 s.. �.3 r.3 7 �'1 (0.'4 10.4 ,.1 w f .a- FLEXURE STRESS SHEAR STRESS . MODULUS OF ELASTICITY LOAD DURATION FACTOR DEFLECTION FACTOR LIVE LOAD. DEAD LUAU .A .A, k< Re e, Fb F■ E 2400.00 Psi. 165.00 Psi. 1800.00 Ks•i . F 1.15 No. C 0.50 No. LL 380.00 P1 f . UL 280.00 P1•f. BEAM SPAN L 16.00 Ft. BEAM WIDTH b 5.13 In REQ'D DEPTH FOR MOMENT Um 10.37 In. REQ'D DEPTH FOR SHEAR Dv 7.51 In. REQ'D DEPTH FOR TL DEF L /240 Dt• 10.76 In. RECD' U DEPTH FOR LL DEF L/.360 D1 11.10 In. USE DEPTH U 12.00 In. t %. S ' tL W..�(,.. yu.t:.) o�v GREE( ,Ti2lEfURAL FJNGINEERII\GG 4 L4q�2nL I WINO s * Gc fgiSMIG ,/3RW, X ddrd chv^ :ton_ si-" 2 ,f) Au s # 4 $) watts '24r) y x, 014 • 11, to 4,•1 v= 44 C. /31) : b,¢ CYO 1. - y.. / r'! •f'A AA7r 24,3- (8)(%) r 37,4 V 37.4 (,Ili) '= Am‘ v z flArz o 2t I S F VA. W►rol zr r • (AP"- tro 2 wale 11--u h.tel ?(d s kt"D e A 5 ir A'N er4P cAri CA 4 f` UP4. 6113 12.8 etld Ct-e 4.ii"' J31‘441311.0 oF 2,r it tv 4..14 1,)(6143) • 1 G E-EI `TRETURAL ENGNEERIf\GG rN c 4' isat/f2, r- k 4.r 3,s 7,7 lc �(. r io. / /,y v 1 l`- 4x314. 1 4 '5t VENDOR, „%H Y :.°G:••_:��i"::.:;r.SSo,..�w'.• :,�;.q'; ?`.,.�.,..... *,:u .ate ariSt:,� {':if•;tii:i•'�.. , .�..�t....,.t a... „+� .rd: w.:.„_. wr:. u, .- y�'�a'rse2�,:...�,k��i�.r'u`. CHECK NO. 3 6 8 2 9 \ �JO OU *HER. NVOICE DA^ VOICE AMO MOUNT PID��_ DISCO ZT CHECK AMOUN ?:l , t: 420 Sizzlar Rest. Pla-1s Any questions call Frank Ashworth or Lezlie Miller at 742 -4222 378.00 —77-7 .i c t Ii P PR G 1988 w �tro of CITY Of TUKWILA Building Division BUIk DING PERMIT APPLIC "TION 6200 Southcenter Boulevard Tukwila, Washington 98188 �.. (206) -433 -1849 Site Address / yJ/ 4'iz' /,') )7 Project Name /Tenant z3 Valuation of Construction Assessors Account# 5 3 r%q (-630,0 Property Own / i',/ ✓ r'�i Phone / Address ; �f' / ,)n/'1 ' /52/ - <44777/ -- Z i p 2/// Applicant aI/, ✓' /l /F/ /1 r Phone //7/34%!'-4/222- Address /j d r'//2/c/17, r) // ��( .�r.�,C I,)'!. Zip Qf, Architect /Engineer ,/%74)/ ('7) Phone Address 5-// Contractor 2/7/ <�s License# 4(7/9/ �� 2 657 Phone / l2 / -�,?/ Address e2 U� i% fig 26,0�4) C- /7 ,P./1 U c' Zip Class of Work: [] New El Addition El Tenant Improvement ] Remodel (residential) [] Reroof 0 Demolition 0 Int rior Demolition J Other Des ribe work to be done k2 . fr,- 42444 4.5 fi ,04207%Q/j% %1//24 Suite# Control # Floor# /9S'/ ?/1','%777/ Zip (4,1410/ ( Type of Const. (UBC) V.-//2 Occ. Group (UBC) Square footage of entire building P37 Square footage of tenant space Building Use 1)1S%�l�1/°FlAr Will there be a change of use? 0 Yes ® 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? [] Yes a 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 AUTHQRIZAyf9N TO DO THIS 110 . Date �/ / Applicant /Authorized Agent (signatur (print name),-u,,t/ Contact Person (please print) Phone p OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ e5 u 2,O O Receipt# 73(4(.. Date Paid S-- 9 -� Plan Check Fee (000/345.830) 3 "78, W Receipt# 21,3/ Date Paid / - �1 , Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 3/ ir e., Date Paid S Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL SQUARE FOOTAGE /BUILDING USE FLOOR USE Occ T SI.FT. INFORMATION UGC ocC i D USE Occ T SIFT. LOAD USE 0 T SI FT sip SI.FT. ba fy (OWES: $ 50 Square Footage of Entir Building; Occ TOTAL 1521/111,11INIMEMEW 4- TOTAL OCC. /iv irp .1z Ofiti.( 6-6 3 0 TOTA 6)7.6t/ 4/ TRAKING DE . - DATE IN DATE OUT COMMENTS BLDG pprove or ssuance Nrere 41 ype o, onst. To Mahan: Date Approved: 6 Approved (Initials) Per letter dat d r ,j -/J -- Fire Protection: ❑ Sprinklers ❑Detectors 5'1 27 PLNG 448 &b Approved (Initials) v Lti., ❑ 0* Zoning (:-.2 Setbacks: N (U Parking stalls required for: Site Parking stalls provided: Site ADDITIONAL PARKING STALLS REQUIRED: R ❑LAND USE/SETA CONDITIONS S to E aQ W iO 6/ Tenant Space ee Tenant Space PWD -1-`6/66 Approved (Initials) Per letter /plans dated T t e v i f n t i t r ryJ top■TM ov ell. 009/ ou v ( h i / 2 r g ' 4646 93 ? 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' ,!', 1111.11111' IIIIHHHIIIIIIIHIIIIHHI/111M111111!;111111WrIHHI - I 111111111"1111111111111111111111111111111111111111111111111111111111111111111.111H11111111" 11111111HHill1111111111111111 I r; • It • r , • r ` 1 • """' t salt lake city, utah 511 east third south I. .1 Up Q. c 1 c 4, 0 -. 4, 4,4 0 date a sheet: • ,...,...._,.m -- All 000es Standards and Specifications referred to in these notes are to be part of these notes as if fully wet forte herein. Unless noted otherwise, these shall be the latent edition and 'supplements. All details and notes on drawings are intended to be typical and when apply to similar situations ale wh re unites* noted or *hewn otherwise. Construction not specifically shown, shall be accomplished per minimum requirements of UBC. Contractor shall compere all dimenslona and conditions on contract documents and at the site. Any oa iseion or conflict shall be brought to the attention of the architect aced /or engineer. In case of any conflict follow the most stringent requirement as dlrected by architect and /or engineer. Contractor shall coordinate with all trades all items that are to be integrated into the structural system. Order of construction to be responsibility of the contractor. He shall provide all items necessary for his chosen procedure. Until all permanent members, including walls, slab*, floors & roof are in place and all cosutections are completed, stability of structure and all parts thereof shall be Contractor's responsibility. During construction contractor shall keep construction loads within the design floor and roof load limits shown on drawing. After construction is completed building manager shall keep loads on roof and floor within design limits shown on drawings. Any deviation from contract documents shall be approved by architect and shall be so docuatented. This documentation shall bacons part of contract documents. Deviation from contract documents shall not be allowed on shop drawings. Contractor ehall review and verify all shop drawings to assure they comply with requirements of the contract documents. Engineer will review the shop drawings for general conformance with design concept. This review by the engineer shall not be construed as approval. Entire building area shall be *scraped to remove 4 inches of top soil including vegetation and debris. All soft spots, man placed non structural fille, voids end coaeetructio n debris shall be removed and replaced with compacted structural fill. .No concrete shall be placed on muddy or frozen soil. All footings and slabs to be on firm undisturbed soil. Natural undliatur'oed eon below all footings *hall be proof ro.11ed prior to placing concrete. Remove all soft spots found and replace with compacted structural fill, 8xtend fill beyond edge*+ of the footings equal to depth of the fill. Structural fill material shall be a well graded granular material with i axite i size lees than 4 inches and with eot more than 12% passing a number 200 sieve. It shall be compacted in 8 inch lobs* layers to 95% of the maximum dry density based on ASTM D 1557. All etruatural fill shall be toasted. Unless, noted otherwise, top of all exterior footings shall be 12 inches below adjacent finish grade and top of all interior footings shall be 8 inches below adjacent finish floor. All footings are proportioned and designed for 1600 PSF soil bearing. All exterior type backf i l le that will support any structure (slab on grade, stairs, etc.) shall be structural compacted fill. All concrete shall have a compressive strength equat .to !*semi within 28 day* after placing. The owner will hire a testing laboratory to test all concrete. Submit a copy of test reports for review. Xoraal weight aggregates shell comply with AMU C-33 and shall produce concrete' sighing within 146 to 168 pounds per cubic foot. Water° used In concrete shall be potable. Calcium chloride, aluminum conduit, product cotateinin t aluminum or any other material injurious to concrete shall not be used in concrete. Metal reinforcement shell be deformed type bars and shall conform to .ASTM A-615 grade 60 with minimum yield strength of 80 deli. All reinforcement bars shall be &rei ,lead, bolstered and supported in acc©rdancjee with ACI Standard 316. Submit chop drawings for review prior to fabrication. Provide minimum concrete cover for rei d c .nor ss43 concrete cast against and permanently exposed to earth concrete exposed to earth or weather, # 5 bars and smaller concrete exceed to earth or weather, # 6 bars and larger concrete not expoeed tQ a ert)r or weather, slabs, walls & joists concrete not exposed to earth or weather, lames and columns 3.00 Inchease 1.60 finches 2.00 Inches 0.75 Inchee 1.60 Inches All formwork shall comply with requirements of ACT •standard publication No 347. The contractor shall be responsible for the d+seign, care, entailing, placement 'ad removal of all formwork and shoring. Temperature reinforcement splices in walls, continuous footing* and elebs shall lap $0 bar diameter. All other splices shall bar as shown or noted on drawings. Additional a splice. if required, shall comply with requirement* of section 2612 of UBC, and shall be approved by sips* r. Unless noted otherwise all concrete slabs on grade **shall be 4 Inches thick and reinforced with 6x6 W1.4/W1.4 Welded Wire Fabric. All welded wire fabric shall comply with ASTM A-186. Provide chairs at 36 inches on center in each erection to hold the WWF 1.5 inches from top of the slab. All horizontal reinforcement shall have matching dowels at intersections and at oorraers of the wells. All vertical reinforcement shall have matching dowels to tooting or structure below. Unless noted otheerwisetaeq provide #4 dowels at 24 Ida** on center at all wall to slab connections. 1 • All tatyrioatioa and erection shall comply with requirements of following codes and specifications. !Provide shop drawings for review price to fabrication. AIRS Specification for the Design Fabrication and iixeteection of Structural Steel for Buildings, with commentary. AI3C Code of Standard Practice, eexclueling sections 1.5.1, 3.3, 4.2 and 7.11.5 AXSC Specifications for 8treloteratl Joints using ASTM A-326 or A -490 w1te AWS Structural Welding Code, excluding items exanflict1ng AI$C requIrements Material shall comply with following standards accept where noted otherwise. Typical bolts High strewth bolts Anchor bolt* Nut* for anchor bolts Steel tubers Steel pipes Deformed bar anchors Headed stud anchors All other steel shapes AMTN A -307 grade A ASTN A-325 ASTM A-307 grade A ASTM A-663 grade A ASTM A -500 grade B with yield strength equal to 46 MI ABM A••53 grade B type B or 8 manufactured by Nelson Stud Co. or squat A8TH A• -108 manutactured by Nelson Stud Co. or equal ASTM A-36 with yield strength equal to 36 kid. Use high strength bolts for steel to steel connections where called out on drawings. Tighten these bolts by the turn of the nut or direct tension method. Provide hardened washers under all turned elements. Provide standard washer* under all nuts and anchor bolts. All headed stud and deformed bar anchor weeding shall conform to specifications provided by manufacturer. These welds shall be field tested to comply with the requirementa o: ere standard No 27 -611. . /se B.C. A11 welding shall be executed by *WS, certified welders. Certification shell be considered current it dated within pest 12 month*. Unless noted otherwise weld steel members using tS-70 XX electrodes as follows: Columhs to base plates and cap plates Stiffener plates to web and flanges Stiffener plate to columns Stiffener plates to base and sap plates Joistae to girders and bearing plate* Miss. *teal to steel(a tles,channe1e.etc) 1/4 Inch fillet all around 1/4 inch fillet all around 1/4 Inch fillet all around 1/4 inch fillet all around 1/4 .inch fillet two inches; 1/4 inch fillet two inches both sides both sides both sides both sides both sides The car may test any or all welds by mans of x -ray, ultrasonic or any other appropriate non- detructive procedure. De$iclent welds shall be corrected and retested at contractor's expense. Structural lumber shall be Douglas Fir Larch Neater 2 or better and shall hove meeemum allowable unit stresses as follows: Extreme fiber *trees in bending, Single *amber e Extreme fiber stress in bending, Repeetitive member use Tension stress parallel to grain Horizontal ,shear stress Compression etraees perpendicular to grain Compression stress parallel to grain Modulus of elasticity 1260 Psi. 1460 Psi. 660 Pal. 96 Psi. 626 Pei. 1000 Pei. 1700 Ksi1. Structural glued laminated timber shall be Douala* Fir Larch, with combination symbol 24-F, and shall have minimus allowable unit etreeae. as follows: T xtrege fiber In bending: Tension zone In tension, all beams Compression zone in tenelon, *Ample span beams Cospreseian zone in tension. continuous 8k cantilever beams Compression perpendicular to grain. Tension face e, Compression perpendicular to gratin, Compression face Morieontall shear etre es eneion etree** parallel to grain Compression stream parallel to grain Modulus of elasticity Nail wood **sure as follow* except where more stringent Nails ehall be standard coffin wire nails. Joist to sill or girder Bridging to joist Sole plate to joist or blocking Top piste to stud Stud to sole plate Double seta** Diable top plate* Top plates, laps and intersections*. Continuous header, two pieces Continuou a header to studs Rafter to piste Built-up corner etude Built --up girders and beams Built-up glrs and bey two inch planks Toenail Toenail each end Face nail Sad nail End nail Face nail Face nail Face nail Along each edge Toenail Face nail Top & bat staggered gash end each bearing 2400 Pol. 1200 Psi. 2400 Psi. 450 Psi. 460 Psi. 166 Psi. 1200. Psi. IQ00 Psi. 1800 Kei . requirements are shown 3-8 d 2--8 d i--16 4 at 16" o/c 2-18 d 2-16 d 1-16 d at 24" o/c 1 -16 d at 16" o/c 2-16 d 1 -18 d at 16" o/c 4 -8 d 3eS.. _el. 1 -18 ed at 24" o/c 1-20 d at 32" ofc 2 -20 d 2-16 d Top plates of all stud wells *hall be two 2* and same size as studs, lap plates 4 feet. Sill plateea on concrete and aaeeop ry shall be preesurs treated Douglass fir larch or redwood. Connect 6111 plated* With 6/8 inch x 10 inch whom bolts at 48 inches on center. Milos* noted otherwise, place two 2x8 header above all openings and two 2x jamb column at a ch side of all opeen.tngs. Solid block etude at 10 feet maxlmum vertical intervals. Crowe bridge or solid block joists and rafters at 8 feet maximum intervals. Solid block between all Joist* at ends and at supports. Blocking timber *shall be 2 ,x same eelz. as __tuck or ,foist* or raters. Where partition mile above are perpendicular to joleete ,place* 2x solid blocking betweeis joist*. Where partition walls above are parallel to joists, place two joists directly under the partition walls. Unless noted otherwise, uee 3/4 inch diameter bolts to fasten wood m. *beure as shown on drawings. Bolts shall-be spaced at least 8 meshes apart end shall be 3 inches from the edge and end of the members. bers. Providess washers at each side of the connection. III1111j111! 1 l!11 4,,' GC I i 4 1 . l.. ... . ... -•ese !.Yee W1.MS.i -Prerrir44,4n■•• • Roof sheathing shall be 5/8 inch plywood. *span raeting of 48/24 (P8 1-$3). Plywood with face groin perpendicular to supports. common wire rails at 6 inches on center at at intermediate support,. APA rated sheathing for exposure, and shall be placed in a staggered pattern Connect 'bathing to fraiidng a ith 10 d supported edge* and 12 inches on Well eisf athine shall be 1/2 inch plywood, APA rated sheathing for exposure and *pour rating of 24/0 (PS 1-83). Plywood shall be applied directly to etude. Back unsupported panel edges with 2 inch f reaming . Connect panels to fr mIng with $ 4 common wire nails at 6 inch._ on oentetbr at supported 'des and 12 inches* on center at Intermediate eurpporte . Substitution of roof. floor and wall plywood sheath ng shall be approved by Architect and 9ngineeer. It shall have capacity for gravity and shear low equal to or better than specified sheathing and shall be ICSO approved. - .. _ Width Length wear*• tte,iref . Cress _rise t eiAt . F -1 F-2 F -3 Cont. 3-6 5-0 2 -0 1 -6 1 -6 1 12" 12" 12" 3 # 3 Cont. 4 #e 3 x 3'-0" 5 # 3 x 4'-6" .: .:.:Y., .... iY:3:Py':eid 'e.r_�.'r. r'd : :.�t,`} -rl a+ � !' � "�'j'�iy�,,I_r �' Vi= Oir :.+ <i1�i1E ". 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