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Permit 5327 - Segale Building - Entrance Lobby Addition
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /SNP? BUILDING PERMIT Work to be done Site Address 18000 ANDOVER PK W. Building Use OFFICE Property Owner MAR $ A Address :s 1 11 Contractor Address T.I. (ADD ENTRANCE LOBBY) uite enant S :1 1 t Assessors Account # 352304 - 9018 -0 Phone # 575 -3200 ILA, WA Zip 98188 PERMIT # •5-3 ; 7 Control # 88 -186 (512) SEGALE BUSTNE S PK 1' #SEGALBP151 TUKWIL NTER PK FOR BUILDING PERMIT ONLY Approved for Issuance By: Sq. Ft. Tiff -FT. Office y��etic, " Retail Other Om Load 2nd Fl. 3rd F1. ,t1/, Total Fire Protection: ® Sprinklers ❑ Detectors Zoning (I-a Type of Construction Special Conditions ArA ATIMPAr Phon # 575 -3200 P 98188 Date: 7 -11 -51 Fees sq. ft. @ sq. ft. 8 sq. ft. e sq. ft. @ Total Valuation of Construction S__ 4,x.0.00 1st F1. S 2nd Fl. S other $ other S Bldg. Permit Fee Receipt #3889 S Plan Check Fee Receipt 1 3889 S Demolition Receipt I S Surcharges Receipt #3889 S Other Receipt 0 S Other Receipt # S TOTAL 72.00 47.00 3.50 =MINI ••111111411rniemmelm $ 122.50 FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted Building face Setbacks: Front Square Footage of each sign face ❑ Free Standing ❑ Other Side Side Rear Total square footage of sign Special Conditions___ THIS PERNII BECUMIES NULL ANO x010 IF WORK ON CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 OATS, ON IF ABANDONED FuR A PERIOD OF 180 DAPS AT ARV TIME AFTER WORK IS COMMENCED. HERES CERTIFt THAT I HAVE READ AND EWIINEO THIS APPLICATION AND KNOW TdE SAME TO NE TRUE AND CORRECT. GOVERNING THIS TVPE OF WORK WILL EE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VIOLATE L THE ,,4101 JOtl Alt OTHER STATE OM LOCAL LAY REGULATING CONSTNUCTI OR Signed Date CC�� LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 M 1 under provvll,(ryoN t tithes• and ProfessloM$ Cos, eM sr 11Ceefe isi lull forte and Contractor (signature)��'/ �G r^ Oat• `�--/ " OWNER - BUILDER DECLARATION 1, as owner of the property, or my employees, with wages es their sole copensatloo..111 do the work. and the Structure is offered for Sale. I, as owner of the property. to exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CONSTRUCTION UR CAR IS '..60EeUt0 0R ALL PROVISIONS OF LAWS ANU ORDINANCES DOES NOT PRESUME TO GIVE AuTiORITY TO THE PERFORMANCE OF CONSTRUCTION. effect. • aot ,r' +^Oeo or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - fS49 BUILDING PERMIT Work to be done T.I. (ADD Site Address 18000 ANDOVER PK W. Building Use OFFICE Property Owner MA Address Contractor Address PERMIT # 7 Control 0 88 -186 (512) ENTRANCE LOBBY) Suite 0 Tenant S Assessors Account 0 352304 - 9018 -0 Phone 0 575 -3200 1 • .r I" L', WA K #SEGALBP151 18010 SOUTHCENTER PK TUKWIL 'TA Zip 98188 Phone 575 -3200 ."/ -Zip 98188 FOR BUILDING PERMIT ONLY Approved for Issuance By: Date: 7 // Sq. Ft. sT t FT. Znd Fl.' 3rd Fl. Office Storage/ Warehouse Retail Other IOcc. Load 1 Total Fire Protection: ED Sprinklers ❑ Detectors Zoning ('' - .)l Type of Construction Special Conditions Fees sq. ft. B sq. ft. @ sq. ft. @ sq. ft. g 1st F1. S 2nd F1. S other S other $ Total Valuation of Construction S 4,800.00 Bldg. Permit Fee Receipt 03889 $ 72.00 Plan Check Fee Receipt 03889 S 47.00 Demolition Receipt 0 S Surcharges Receipt 03889 S 3.50 Other Receipt Other Receipt 0 S TOTAL S 122.50 FUR SIGN PERMIT ONLY E] Permanent E] Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted Q Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS FERN!! BECUNES NULL AND V011 IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR iURK IS •..S +E %uEO OA ABANDONt.0 FuR A PERIOD OF 180 DAYS AT ANS TINE AFTER WORK 1S COMMENCED. HERESY CERTIFY THAT l HAVE READ AND EIAMINEO THIS APPLICATION AND KNOW THE SAME TO IE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE OF WORK WILL it COMPLIED WITN WHITHER SPECIFIED HEREIN ON NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AuT'ORitr TU VIOLATE 1* ,DI►NS,EL THE J V1 ANS OTHER STATE ON LOCAL LAY REBIR.ATINB CONSTRUCT! OR THE PERFORMANCE OF CONSTRUCTION. Date % /— Signed LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 • i under provl oN tI S stasis and Professions Code. see my ',cease is in ull force and effect. Contractor (signature) � 1%�%� "�" Date 7._/ / - S� OWNER - BUILDER DECLARATION I, as owner of the property, or •y employees, with raps as their sole compensation, will do the wort, and the structure Is mot or offered for sale. l 1, as owner Of the property, ea exclusively contracting with licensed contractor's to construct the project. Date Owner (signature) CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address i, iew /y; "P, Requestor Special Instructions INSPECTI N RECORD PERMIT # h 3 Date /C-- / / - -eP8 Date Wanted /o a.m. Project s /,6g,y2), [ /sn427.' (vLi52 Phone # Inspection Results /Comments: d v' T-(:, /= ,',14.2 Inspector_ 62,,„141040 _..._ Date / U- —// ..1 -Pc5) mf..'.ni.+ YlfiG'+w!". '!.LgAtVggi abi.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 'JL't>a+n;aarrs;nvau., u..ea.rw..u+w...+.. a. s.,....... n. wn.,............ a. u.+.....-....,,... �..... w«.... �............ rc...-.•... .�r.u........e....�.......ov... e..n........a INSPECTION RECORD PERMIT # d��7 Date f Type of Inspection / �4-tXe-^.; Date Wanted 8 /i.:_s- a.m. Site Address /8c 00 0„.„. max.-.. �L a Project_ �.&../S64.— --,.. L Requestor 570,45- ce - :27, Phone # S 75"-- BJc Special Instructions Vlete 0., Inspection Results /Comments: e„1 ' 70, 5, :a z4 i ?/ -4 / 7r7Z42 Inspector Date e57 ,i//g617 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ype of Inspection �Ctiiie i to Address /no l�.,,-e-sv aquestor )ecial Instructions INSPECTION RECORD PERMIT # J J J 7 Date $/ /7 /re' Date Wanted 8,/7/e a.m. Project S--97P '— 70ez 2- Phone # p.m. [ nspection Results /Comments: Z11 s fi G %- 5‘e- ,,// 7.;(e-1 r Le) ,� Nei i /r n9 ('Q eV 6-7.7 l 4 / .5 ;04 Inspector 471.4 Date 07/reK �. .. .{CE LEA'•• Vil=5:70:11dalrixmui,Vmmumwaft. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ..............,,.........-..... ...........:. ..........- .....,............�. .. ww. r... w... w...+.. w. ren.».. w. ew..,. .u.x.4nu.:...xmn�nT.;c,arN.:��m 4r.•.ct4anNiv,vxuraA��• • INSPECTION RECORD PERMIT # —=;-.(12 Date 'S',i•c 'g" Type of Inspection Date Wanted %/6 �'�' v a m p.m. Site Address Ar1,04 / -,�e�� G(� Project �G2 Requestor � Phone # � ?.� " � �--�� Special Instructions Inspection Results/Comments: � ? -r Inspector Date 7,/ /‘ S77 i S72 CITY OF TU ILA Central Permit System Control No. ,pc(_ /g6 Permit No. 5-1°- FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works El Policed ai Fire Dept. ❑ Parks/ Recreation 1 Project Name C r, Address / ." .lam /p - . w 5 Type of Permit(s) r/ 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 1 This project is approved by this department: F 5/3 9 -19 _ Authorized Signature Date CPS Form 3 1 i aa ti cca WV OF tuKWILA PROVED I 8f_.�_.,...W... Ctil WAIL( be , JUL 198Q� �G� w ` 40, , '.,MP M (..i �• i, i' I t)t4'o:il..fk 1� ...wi FLANi',,10!('; f'rrPI. '7-cr)/ ABwve covadal ) S t -Co cos- t- 6 £ct +4,-� cavvee Ae p Cie To 6E1- aidAxi +bows C. VG . - 4m a;Gux. Yl o VV4te4.. gyp* ) : U1! , "r t•., •,re.. n p 1 �1 6■0*Y9 eC5 - Zc N05 Gar.) rc c l Soibi a /L '. - 343 1' Type- x G VP13oro -td b ,4.L .5;c/es -- . '!i i' ZS ca nc4G-[ v c% c /G no.c - S /8" T x G YPeco c/ bo4 bicjc5 - ^012 fit florr,or.,a/ La.1 fr // cave, l7rYUG •SCC. 4- a • ALL ME.G1 -. VOGT ' op65. 'tb COP -BOOR 'SFAGg �k1AlL .FIRG PAMp�FZ�D . • G • • ,a D l /Z' - 1 .1 � ati:�vl,7 tr r-t el( -5 • 2- ' - (7'( International Conference of Building Officials RESEARCH REPORT Report No. 1715 December, 1982 Filing Category: DESIGN —Steel STEEL STUD PARTITION AND JOIST SYSTEMS ANGELES METAL SYSTEMS 3817 EAST SHEILA STREET LOS ANGELES, CALIFORNIA 90040 I. Subject: Steel Stud Partition and Joist Systems. I1. Description: A. General: The steel studs and joists are punched and roll formed in various depths, with the following base metal thicknesses used in design: Screwable studs (SS) —.0209 -inch base metal thickness No. 24 gauge—.0239-inch base metal thickness No. 20 gauge —.0377 -inch base metal thickness No. 18 gauge —.0478 -inch base metal thickness No, 16 gauge—.0598-inch bast metal thickness No. 14 gauge —.0747 -inch base metal thickness No, 12 gauge — .105 -inch base metal thickness No. 10 gauge —.135 -inch base metal thickness All steel sections conform to ASTM A 568. Galvanized sheets have bass metal thicknesses as indicated. with coatings per ASTM A 525. Section designations, section properties, steel grades, etc., are set forth in Tables Nos. I and VIII. B. Runners and Screwable Furring Channels (S.F.C.): Runners and furring channels for stud partition construction are formed from galvanized steel, hot- or cold - rolled sheets having a minimum yield strength of 33,000 psi. Allowable spans for the S.F.C. are noted in Table No. VI. C. Allowable Nonbearing Partition Heights: Allowable nonbearing partition heights. using properties of the steel studs only. are given in Table No. 11 for brittle finishes and Table No. I11 for flexible finishes. D. Composite Nonhearing Partition Heights: Partitions fabricated with "SS" Series studs having gypsum wallboard applied to both sides, in accordance with Chapter 47 of the code. may be installed to the maximum partition heights set forth in Table No. IV. E. Allowable Load- bearing Stud Heights: Allowable load-bearing stud heights, using properties of the steel studs, covered on both sides or covered on one side, are given in Table No. V. F. Steel Studs Used as Ceiling Joists: Steel stud sections of "SS" and "20 HDS" Series. complying with the section properties set forth in Table No. I, may be used as ceiling joists with allowable spans as permitted in Table No. V11. G. XHD, HDJ, FJ and XFJ Series Joists: Allowable span lengths for simple span joists having various spacings and dead and live loading conditions are set forth in Tables Nos. IX and X. Span lengths are based on flexure and deflection criteria. H. Fire-resistive Partitions and Floor-Ceiling Assemblies: Stud parti- tion and floor-ceiling systems consisting of vanous studs and joists may be assigned one -hour or two -hour fire - resistive ratings for assemblies in accor- dance with Table No. 43.8 of the Uniform Building Code. Stud types. minimum depth and gauge shall he consistent with those described therein. Fire - resistive systems for one -hour and two -hour ratings are also described in Research Reports Nos. 1318 and 2392. I. Tables and Details: The following tables and details are printed with this report: Table No. 1— Designations and Properties of Studs and Screwable Fur- ring Channels (S.F.C.). Table No. I1— Allowable Nonbearing Partition Heights with Brittle Finish. Table No. IIl— Allowable Nonbearing Partition Heights with Flexible Finish. Table No. 1V— Allowable Nonbearing Partition Heights Based on Wall- board and Stbds Acting as Composite Section. Table No. V— Allowable Axial Loads for Load- bearing Studs. ' Table No. V1— Allowable Spans for Screwable Furring Channels Used as Ceiling Members. Table No. V11— Allowable Spans for Studs Used as Ceiling Joists. Table No. VIII— Designations and Properties of Joists. Table No. IX— Allowable Span Lengths for Purlins and Joists (Based on Flexure). Table No. X— Allowable Span Lengths for Purlins and Joists (Based on Deflection). Detail Sheets: Sheet 1 —Web Stiffeners for Studs and Joists Sheet 2— Lateral Bracing (Support) J. Identification: Studs and joists are embossed with %•inch -high characters at 24 inches on center, on either web or flange for field identifica- tion as follows: 1. Abbreviation for Angeles Metal Systems. —•AMS 00 SS 00 2. Indicates approximate gauge. 3. Indicates stud type which is completely defined as to material, etc,, in Table No. 1. 4. Indicates yield strength F, of material. if 50. 111. Evidence Submitted: Descriptive details and engineering calcula- tions have been submitted. Findings IV. Findings: That the Angeles Metal Systems Steel Stud Partition and Joist Systems are an alternate method of construction to that specified in the 1979 Uniform Building Code, subject to the following conditions: 1. Where studs having the properties set forth in Table No. 1 are used in fire•resistiye nonbearing partitions, partition heights may he determined in accordance w ith Table Nos. 11. 111 and IV. 2. The allowable wall heights and loadings do not exceed the values noted in the attached tables. 3. Complete plans and calculations for each project are submitted to the building olTiicial for approval. This report is subject to re-examination in two years. 1 IF 11;" s i r �1 VI :0'.1 ii) JUL 7 1988 !CHO research reports are issued solely to provide information to Class A members of the organisation utilising the code upon N'hich the report is based. Research reports are not to he construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The /CHO technical staff has reviewed the test results and.'or other data, but dons not possess test facilities to make an independent icrificonon. Page 1 of 41 ,;Page 31 of 41 Report No. 1715 I TABLE NO. VII-ALLOWABLE SPANS, IN FEET, FOR STUDS USED AS CEILING JOISTS SECTION DESIGNATION' i o ra p viz v 2 PSF TOTAL LOAD 10 PSF Compression Flange' Unsupported Lenard Support of Compression Flange, Gowrrwd b� Deft. ■L360 None At Mnosban At Third Points FuII Length Spec ng Joist Spec ng Joist Spec ng Son Joist Sp ng Joist Speong Joist Spec ng 12' 16' 24' 12' 16' 24' 12' 16" 24' 12' 16' 24' 12' 16' 24' 12' - 16' 24' O 20 HDS 600 1 14.0 13.0 11.7 10.3 9.6 8,7 14.6 13.6 12.3 17.9 16.7 15.1 26.8 23.2 19.0 19.3` "17.6 15.3 2 16.7 15.5 14.0 12.3 11.5 10.4 16.0 14.9 13.4 19.6 18.2 16.5 26,7 23.0 18.5 22.7 20.7 18.0 20 HDS 400 1 12.3 11.5 10.4 9.1 8.5 7,7 12.9 12.0 10.9 15.8 14.7 13.3 20.1 17.4 14.2 14.0 12,7 11.1 2 14.7 13.7 12.4 10.9 10.2 9.2 14.1 13.1 11.9 17.3 16.1 14.2 20.1 17.4 14.2 16.4 14.9 13.0 20 HDS 358 1 11.9 11.0 10.0 8.8 8.2 7.4 12.4 11.6 10.5 15.2 14.2 12.8 18.7 16.2 13.3 12.9 11.7 10.3 2 14.2 13.2 11.9 10.5 9.8 8.8 13.6 12.6 11.4 16.6 15.5 13.3 18.7 16.2 13.3 15.2 13.8 12.1 20 HDS 350 1 11.7 10.9 9.8 8.7 8.1 7.3 12.3 11.4 10.3 15.0 14.0 12.6 18.3 15.8 12.9 12.6 ' 11.4 10.0 2 14.0 13.0 11.8 10.3 9.6 8.7 13.4 12.5 11.3 16.4 15.3 12.9 18.3 15.8 12.9 14.8 13.4 11.7 20 HDS 325 1 11.3 10.6 9.5 8.4 7.8 7.1 11.9 11.1 10.0 14.6 13.5 12.2 17.4 15.0 12.3 11.9 10.8 9.4 2 13.5 13.6 11.4 10.0 9.3 8.4 13.0 12.1 10.9 15.9 14.8 12.3 17.4 15.0 12.3 14.0 12.7 11.1 20 HDS 300 1 11.0 10.2 9.2 8.1 '7.5 6.8 11.5 10.7 9.6 14.1 0.1 11.6 16.4 14.2 11.6 11.1 10.1 8.8 2 13.1 12.2 11.0 9.7 9.0 8.1 12.5 11.7 10.5 15.4 14.2 11.6 16.4 14.2 11.6 13.1 11.9 10.4 20 HDS 250 1 10.1 9.4 8.5 7.5 6.9 6.3 10.5 9.8 8.9 12.9 12.0 10.2 14.4 12.5 10.2 9.7 8.8 7.7 2 12.0 11.2 10.1 8.9 8.3 7.5 11.5 10.7 9.7 14.1 12.5 10.2 14.4 12.5 30.2 11.4 10.3 9.0 20 HDS 158 1 8.9 8.3 7.5 6.6 6.2 5,6 9.3 8.7 7.9 11.1 9.6 '7.9 11.1 9.6 7.9 7.0 6.4 5.6 2 10.7 9.9 9.0 7.9 7.3 6,6 10.2 9.5 7.9 11.1 9.6 7.9 11.1 9.6 7.9 8.2 7.5 6.5 O 25 SS 358 1 10.3 9.6 8.7 7.7 7.1 6.4 10.8 10.1 9.1 13.3 11.8 9.6 13.6 11.8 j 9.6 10.7 9.8 8.5 2 12.4 11.5 10.4 9.1 8.5 7.7 11.8 10.2 7.7 12.2 10.2 7.7 12.2 10.2 7.7 12.6 11.5 10.0 O 25 SS 350 1 10.3 9.5 8.6 7.6 7.1 6.4 10.7 10.0 9.0 13.2 11.6 9.4 13.4 11.6 9.4 10.5 9.5 8,3 2 12.2 11.4 10.3 9.1 8.4 7.6 11.7 10.2 7.8 12.2 10,2 7.8 12.2 10.2 7.8 12.3 11.2 9.8 25 SS 325 1 10.1 9.4 8.5 7.5 6.9 6.3 10.5 9.8 8.9 12.7 11.0 9.0 12.7 11.0 9.0 9.9 9.0 7.8 2 12.0 11.2 10.1 8.9 8.3 7.5 11.5 9.9 7.6 11.8 9.9 7.6 11.8 9.9 7.6 11.6 10.5 9.2 25 SS 300 1 9.8 9.2 8.3 7.3 6.8 8.5 10.3 9.6 8.5 12.0 10.4 8.5 12.0 10.4 8.5 9.3 8.4 7.4 2 11.8 10.9 9.9 8.7 8.1 7.3 11.2 9.5 7.3 11.2 9.5 7.3 11.2 9.5 7.3 10.9 9.9 8.7 25 SS 250 1 9.1 8.5 7.6 6,7 6.3 5.7 9.5 8.9 7.4 10.5 9.1 7.4 10.5 9.1 7.4 8.0 7.3 6.4 2 10.9 10.1 9.1 8.0 7.5 6.5 10.0 9.4 6.5 10.0 8.4 6.5 10.0 8.4 6.5 9.5 8.6 7.5 25 SS ISB 1 8.1 7.5 6.8 6.0 5.5 4.9 8.1 7.0 5.7 8.1 7.0 5.7 8.1 7.0 5.7 5.9 5.3 4.7 2 9.6 9.0 8.1 7.1 6.6 5.7 8.1 7.0 5,7 8.1 7.0 5.7 8.1 7.0 5.7 6.9 6.3 5.5 'Uteri) suppon of compression flange mat be achieved b) approved covering with minimum anachmenis or bracing per Detail Sheet 2. 2Span Condition I- indicates single span. Span Condition 2- indicates two equal spans with joists continuous over center support. `Span lengths are based on full-length suppon of compression flange. 'For O. see Detail Sheet 1. THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 5-3--2.,.7 . 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. ALL PERMITS TO BE POSTED AT JOB SITE PRIOR TO START OF ANY CONSTRUCTION.. 5. PARTITION WALLS ATTACHED TO CEILING GRID MUST BE LATERALLY BRACED IF OVER EIGHT (8) FEET IN LENGTH. 6. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH APPROVED PLASN 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 FACILITIES (1986 EDITION). City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor June 23, 1988 Fire Department Review Control Number 88 -186 Re: Segale Building - 18000 Andover Park West, 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. No point in a sprinkiered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (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) 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) 2. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 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) 3. 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) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page'number 4. Ceilings shall form continuous. fire-resistive membranes to prevent the vertical and horizontal spread of fire and smoke. Please replace the missing ceiling tile(s). (UFC 10.401) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D.. file ncd GR. DI.NAstes-.:. cot_ C.P 7614ger: OF± 7--7-e23 7.17.1YdP/1011111.4111111MMINglitiedA itaf 4mragitemiiivgaleir " maws, -I monad -52°0 oP coNislAucToN N. c. t;21/5. LOCO1ON ow PROpEiZill 4; euiumA 1.161corl Ng lam:: rz(se agOe• AREA 1712-L‘: OCCUPANT' OCAU pa3/4 0121T- AVii rLITT fo&c6tc. )015c5 4111B taLcoMPLIANCE 13._comp.t.tmcda. to . — RE: TELEPHONE MEMO PERSON CONTACTED:„�M� 57r,,j j2Qd PERSON CALLING:''/., DATE: 7 -5 -05 INFORMATION ITEMS: 419 c ,cwt- , a CitLnaueNtkuti Cam �- (0-2f0 C LQ +L1 . 11 k-- (1);..Q ,1)e Pitt,J4 -14 CetUfAlLrt 446416bWki salittLe _e, araty 7 -7 --g tiOf -� CITY OF TUKYILA �q Tukwila, Southcenter Boulevard n 98188 � r(L, .9u1,d,ny Division BUI DING PERMIT APPLIC' ' TION Tukwila, Washington 98188 ( Control # 85 ") ?1p 1.'".' _ ' (206)- 433 -1849 err, C &rrn'CJOr) Site Address 18000 Andover Park West Suite# Floor# Project Name /Tenant North Entrance Lobby Valuation of Construction $4,800.00 Assessors Account# : 0:3O &- 7d)$'O Property Owner Mario A. Segale Phone 575 -3200 Address 18010 Southcenter Parkway - Tukwila, Washington Zip 575 -3200 Applicant Segale Business Park Phone 575 -3200 Address 18010 Southcenter Parkway - Tukwila, Washington Zip 98188 Architect /Engineer Gary Owen Phone 623 -9091 Address 1000 Lenora, Suite 404 - Seattle, Washington Zip 98121 Contractor Segale Business Park License# SEGALBP151M5 Phone 575 -3200 Address 18010 Southcenter Park - Tukwila, Washington Zip 98188 Class of Work: New ❑ Addition Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Add new entrance lobby Type of Const. (UBC) B Occ. Group (UBC) 2 Square footage of entire building 26682 Square footage of tenant space Building Use Will there be a change of use? 0 Yes X 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 XC1 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. Applicant /Authorized Agent (signature) , ' ��-1' --0 -1 .,1 -�--- Date G -/.5--88 (print name) Steven R. Nelson Contact Person (please print) Steven R. Nelson Phone 575 -3700 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ -2,2.00 Receipt# 3889 Date Paid /0--)5136 Plan Check Fee (000/345.830) 07,00 Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 1 ,15 p (OWES: $ 0 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Sguare Footage of Entire Building: FLOOR USE /Occ Types SQ.FT. ()Cc LOAD USE /Occ Type,SQ.FT. OCC" LOAD, USE /Occ Tvoq SO.FT. OCC InAr TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMENTS BLDG 7 -I-6s 7 -1- o 'pprove, or ssuance II ! ' ype o onst. To Mahan: Date Approved: —1-7-'818 FIRE t, (p-UP-S 0 � (05(0v Approved Initials)) Per letter dated Fire Protection: ❑ rinklers 0 Detectors PLNG Approved (Initials) lj ,- ❑ BAR ❑ LAND USE /SEPA CONDITIONS Zoning m .2 Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated ft. RCAIM/V< WALL 3' .�a v'' .3p 2s 12 -x 0 \ d=3°'`.' 2' = $2Z .94 38.23 48°25'.351' 1 8 °25 `33', R- 300.00' -,t 24! e a3. "Fr 6�Op • �,'� 3z:; . •� rjj hx 321 'JLR'OdM.'iR7,4 D / /•CE /40/4 0 92 ;Z 3 a 3t /? CtnS • ONE WAY 3�s franme_anive) furo/te . pA/r, <IAl G 1 °7 0 ti sr i:o plAx SIDE WA / /< $: /:6/1,,rx :/,' sIGr/ Wiih /NJ"E7!%Ar /cYv4 5//-18 Oh Of ACCFSS AS('HNI.4T PAve0 S.C..a/ -C /`-/Ax /:.5-0 --- /ivreAA/APOA/A C _S' Of ACCESS /0,9.41//v7-0 CM/ ,A t %I"% =Nr paopose'a /5 ' vr/kay a� EA Se flew r l4.17 /0 /O' --;Y{ �,,/AGK uJAy — 5272 /PED TC 2,1 .or 0 N' A.NOove/ PA /a ''/E'sr %G1] YE Civ2 .5 w ivefr TC j9S ZON /N G- 1-Z - • 4 1 Tt • SEGALE at57/%E 55 v /C//V /i'Y /%AP SCALE c Tc 22.11 c�3 CITY Of TUKWUA APPROVED JUL 1 A 8U%LDt Di A. Soy. s _. . . .t. -Cc 1 \,`_____ � .. -- — .yz ?e.ciollE /.srJ . /s• uttz1ry f4Scr/ Wr ('Ex /s r»vG.) �. =_;. sio l,./ALK - - • __ - .. _ .... `: ;_ � � .. _ _1o, /_--_ .......t.: .... -5_ 5/ (WA,CK • a goo /?-13C) • •EXIST %NE . 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'$ - CONTRACTOR Q OBTAIN- ALL- PERP4ITS•- AND. APPROVALS- . ; Oat. Roll 2 coasrr uct iol1 T 006) Q1T. 4 1.1c21-11 Figs -LEM, uP Loch-71014 To 1,411•10Yl Ei‘ T, "FAI5R1 TRIkK„ LIPtIoLcIERED WAIL c'ICietil 24 . ACOLICTILAL ' FAeIZi - FILL ' ( `Pe(i_' SC.ilcI)LIL ' '( 14,1,c) PRUvtDE SteCLEAZ SLO1, 3" PEEP FAN c1 FOR. AR.TGLAS5 EYISTt t1 ()RE {JOUR P &RSii 1 C3?4 -=fc NEW ORE 0.0:aR PARTt1ION Ta'cTELICTUZf',p,gavE. w/ SOUND ' BIrrT.. -.`5169 G.3I. TYPE - Y, tENCIA cADE 014 5I /1.' METAL ',Tuts • HEW G. 1. PkKTIT1014 Ta." 6' A oU ONE SIDE ONLY VEMoL15l1" GXIS"; MICa ONE t,•iot16k BUILDING w E NI :D.E S:! G :t4_ BAST :PP+ DES4GNEi L . SHEET NO. <' DRAWN .Lv . CHECKED DATE :' PROJECT NO: 'L - : .. `. 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