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Home My WebLink AboutPermit 5206 - Norco Products - Storage RacksCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -Wg is4-9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # 88 -065 (CHIEF) 53, 18201 Q1 YMPTC AVEN(IF S WAREHOUSE CORPORATE PROPFRTY WILES 18200 CASCADE AVENUE S. MATFRIAI FI QW 1073 ANOOVFR PK F. FOR BUILDING PERMIT ONLY Suite # Tenant NORCO PRODUCTS Assessors Account # Phone # 575 -3025 Zip 98188 Phone # 575 -8682 Zip 98188 TORS #124 TUKWILA. WA S q • Ft. Office Storage/ e Ware hou s Retail Other Occ. Load 1st F1. -2nd F1. 3rd Fl. Total Fire Protection: [] Sprinklers [] Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fi. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 500.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # ,L,1 I $ Receipt # $ Receipt # $ Receipt #,Q4/5--/ $ Receipt # $ Receipt # $ 14.00 3.50 $ 17.50 FOR SIGN PERMIT ONLY ❑ 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 1. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING OF WORK I COVIIPLIED HE SPECIFIED HEREIN NOT. THE DOES NOT O GIVE AUTHORITY TO VOLATE0RAN:EL.TIiEPROVISONS OF ANY OTHER STATEOR LOCAL LAW REGULAINGCON TRUCTIPERMIT yORTHE PERFORMANCE OF CONSTRUCTION. S igned. ,.:G l; - `G �l'� Date 2. 51 QC, • i I hereby affirm that 1 am Contractor (signature) LICENSED CONTRACTORS DECLARATION ov is( of the Business and Professions Code, agm��cene /% In full force and effect. �i- -'."_ _ Date !/ JIQ� OWNER- BUILDER DECLARATION ( ) I. as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /SP? BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # (CHIEF) 18201 DI YMPIC A1LFNUE S Suite # Tenant NORCO PRODUCTS WAREHOUSE Assessors Account # CORPORATE PROPFRTY INVESTORS 18200 CASCADF AVENUE S. #124 MATFRIAL FI OW 1 073 ANOOILF R PK F_ TUKWILA. WA TU LLA, WA Phone # 575 -3025 Zip 98188 Phone # 575 -8682 Zip 98188 FOR BUILDING PERMIT ONLY 1 piprnwad fnr Tccuanra //4.'/11' S q • Ft. Office Storrehoage/ use Wa Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. Total Fire Protection: [] Sprinklers 0 Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 500.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt it..2_,/-I $ Receipt # S Receipt # $ Receipt #,:,7 I S 3.50 Receipt # $ Receipt # $ 14.00 TOTAL $ 17.50 FOR SIGN PERMIT ONLY 0 Permanent (] Temporary [] Single Face [J 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 WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANOONtU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING TH15 TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO VIOLATE UR. CAN(L T44E PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON TRUCTIO* OR THE PERFORMANCE OF CONSTRUCTION. Signed Date 3 �2 5-1 ^„ .�1��..f�I^ /'"tom LICENSED CONTRACTORS DECLARATION T hereby affirm that I r ice sed dIn der ovis Son of the Business and Professions Code. a my license /is In'full force and effect. Contractor (signature) i Date 257(f 21 OWNER- BUILDER DECLARATION ( ) 1, as owner o the property, or •y employees, with wages as their sole compensation. will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project.' Owner (signature) - Date CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 INSPEC ( .'ON RECORD PERMIT # •S 4 Date Type of Inspection P .p Date Wanted t 4.1_,? 3 -3 a c p.m. Site Address /S.2()/ ,), ti,.0 ,47 /r 5 Project d—r -e—e1 � - 2- - Requestor 1.%. ,f /tr Phone # ,5 / f,3 70 Special Instructions Inspection Results /Comments: 7) i 6t-0 'Inspector e,Z-.n �I�- �,z "�__� Date 91",?tr, ^cPcP CITY OF TUK ILA Lontrol No. Central Permit System Permit No. 5 .200 FINAL APPROVAL FORM TO: d Building ❑ Planning ❑ Public Works ❑ Police ❑ Fire Dept. ❑ Parks/Recreation J Project Name A.r , e Address Type of Permit(s) 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. ibis project is NOT approved by this department; the following corrections are necessary: cf./ C ;`r.` r. 7/10. Gi /r; ? % j r / r Authoried Signature Dater J This project is approved by this department: t Authorized Signature .:,%" Vii,, •: �,r,,r Date CPS Form 3 J N. 3'o' pActimg 1.4/ do Fwe SPA< CITY OF TUKWILA APPROVED MAR 2 3 1988 fl NU t 111 pinto nImcCF,im Cc.,14/ egOPOLEI) OFY-4.3.acit4 s-ro PA A E: 3 '8" .045 *Oc■ti s. / ExlSTNCT C K ■i , .cfrice- IL51 ..i_ u / 1 • ! Z. ■ - ; 0, / /7777.7 . . ,/ CITY OF TUKWILA APPROVED mAR 2 3 1988 i U RI III ?r. ! \rmtr,nt esly fiRoPo.sE() • RA-cl< . ' • " LifaioN, Ex■sioQ VAcK 0/ /' _C-Trt-)R ,/ / t• ,•; / //' I, . 10 /2,4.:/// ,4 --- :f-- ;, '..) 11.15177-t,7 ., v.i,c„. • .._1 LT . i ri '7. .1101■11■1% IC E -F)4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor March 21, 1988 Fire Department Review Control Number 88 -065 Re: Norco Products, U.S.A. - 18201 Olympic Avenue South, 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. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10 Maintain fire extinguisher coverage throughout. 2. * ** EXITS * ** - UFC Article 12 Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. 3. * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 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) CUFC 10.307) 4. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. NORCO PRODUCTS U.S.A. INC. TUKWILA, OLYMPIC 981 8E S. NORCO 3/8/88 RE: RACK STORAGE AT NORCO USA. Please find enclosed two(2) floor plans, two(2) sets of rack specifications, one permit application. (206) 251.9370 36" racking will have seismic footplates attached by certified welder. 44" racking will have appropriate footplates as per specifications. Class 5 storage will have curtain of non - combustible material 6' from ceiling as per conversation with Mr.Ray, Tukwila Fire Dept. All aisle space around Class 5 storage will measure at least 8'. Height of Class 5 storage will conform to NFPA 231D, Figure 4 -1.2. For further information please contact Mr.John Dunn at Norco USA. Newly constructed racking will arrive 3/10/88, we appreciate any expediting of the permit to enable installation as soon as possible. Sincerely, .7,4°1-441) NORCO USA • , t]ryJ��.11'!' emu Ll �U U nLl fl� 1 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL DATE: October 21, 1986 JOB NUMBER. 8710 -193 BILLING: Statement /1 Sekai Bicycles A Division of Norco Products LTD 626 South Alaska Street Seattle, WA 98108 RE: Seismic Analysis of Storage Racks for Tukwila Warehouse For Professional Services Rendered: Junior Engineer: 5.00 hours at $ 45.00 /hr $ 225.00 ki-LA; 4 of- a..s,.i0 • C,,,i,z,L I J - a-Z -g7 Q. J-■.. ek.-pg,Vc, TA-ii•ucjAAAja, • TERMS Nei on receipt. A 1.5% per month late payment charge will be added to all statements that are not paid within 30 days. • 6.. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL • October 21, 1987 Sekai Bicycles A Division of Norco Products LTD 626 South Alaska Street Seattle, WA 98108 •Attu: Mr. Tony Moore RE: Sedsmic Analysis of Storage Racks for Tukwila Warehouse (R.E. Job No. 8710 -193) Dear Tony: Inspection of the Storage Rack sketches revealed tvo basic geometries and loadings. These situations are illustrated on pages 1 and 4 of the Seismic Analysis and the calculations were performed based on these geometries and loadings. Under these conditions, the Storage Racks ware found to be stable with the addition of expansion anchors and footplates as recommended on pages 3 and 6 of the calculations at each leg of every rack. This method of bolting will accept a resisting force deemed adequate per the 1985 UBC Standard for seismic loading with respect to overturning. If you have any questions, please contact me. Sincerely, Alan F. Poe, EIT AFP:tm Attachment 1501 West Valley Higtvey Nt.Nctn Sutte 101 C Pest U +t rc. 11. C 6 ♦1L. 96071 2O6•Ea377!t, RUPERT ENGINRING, INC. 1501 W. valley High Ste. 101 P.O. BOX 440 AUBURN, WASHINGTON 98071 (206) 633.7776 JO. a SZGt1.J14.C- R.AC.1(.& MEET NO. OF / CALCULATED SY AFT DATE l c / Lc) ! 46k CHECKED •Y DATE SCALE • 0 t X1 :4 3 =o. 1 NNW MISIM* N. r.n4a V • 1.-SW • 31''4 -. (l.r..1 ) 0.6-4 ' (o'. Lr-) w a..l.v• w se co ) `,,at • Gob � w/ ALL_ (._c 1.15 r%Qix_ RUPERT ENGINrRING, INC. 1501 W. Valley High Ste. 101 P.O. Box +a3o AUBURN, WASHINGTON 98071 (206) 633•7776 Jo. — !MET NO OF es . CALCULATED PY QF"(73. DATE CHECKED •Y DATE $GALE . \, 04..4-. \..oppEb = ( -LM) ! 4 (11:R.--44) \L 3G''A'(v4s.f0 16.c\J ck T�� , Sb I4k . Z . 'CoP 3 Q- �►GX.fa i,.c� PCB . = C I2, :1.6 SIC I St .S «) 16.16/4. •6*) 7l .S6/ 3. •.- 01? V-F—SA%Tk!-IG. rkizaKte■Sr 1. gcx7o j1k 2.. �cSo 3- 4500 '41/4 dr , ZLso • Wei t . (gg`1-1.3Q,) t . S. - `iaw c . saL46 . o . z . ate-)1. S 7 6r4So . S "VIA .4.6 11* . 5. (54=km .oti-� l,S - �5�� ; i-118.56' Caov.11.. .. Ir[711►�affix bop A. Nut RUPERT ENGI ��ING, INC. 1501 W. Valley His Ste. 101 P.O. Box 8s6 AUBURN, WASHINGTON 98071 (206)' 833.7776 JOS C 4(V.., '• kek"L SHEET No -• Of 5 CALCULATED •Y ASP DATE to (i• 125'R CHECKED UY DATE SCALE s 3cacaub 151. hSSC,Ir ..Ta - 10 Si/S,‘ fact= a v LC verui a- 1.a/ 39 L' CSC won. c■'45o A4 oVT �.A." %mac.. G Vg-4 . 8-4 .6A- csu (■•- 70{.x.wiC• Ate►.= (3.01" s 3'la. g‘t. A*-a�� b�►t.� Lez. ►o g 3 W- • tie C71X- tor.oL R S' /s." I • I • ; I i I I VSi . q1K4k:� 36 .O ri 4 • Fd 1;3c CZIs .1"p 0110X1011®as ismp Kis 001 t p , A ., 1 RUPERT ENGINIT---IG, INC. 1501 W. Valley Highv7t.—... Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 • (206) 633-7776 SVC-A..414re.— ILPIC.-MS. SHEET NO OF. OF • • CALCULATED SY 4..1r DATE ket tot /Sr CHECKED SY DATE SCALE lak I 1.4..no 41‘„,. Vt...a=a4 ltdr-adi Ip • v •sc.c.. ft, .5•4:1 .64't LEI. pea_ ‘.....,114 k.ks • Fc,q c..1E4* I Moo* 4l.tsf to Act, -2ck -1- 7.. t.t.c_lir IS.S1,1 Vb.-40 I ‘1s3olir 1.1.°"1 Sfe,crk US- 424 V IF 7pP L. r% • 4N:41' aoir,U • it •1 1 l'eszait- • re. o f • 1F 7toe AL •-c:?Vzst-s:' 4 C.; • VLA "I- 411' • • . I . . • I • • 1 , t . ; . t ••••• ••• • ... . 4 • -4 , , t , man sal wry/ 'NI sim 11:01 RUPERT ENGI a VG, INC. 1501 W. Valley High N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 6334776 .w111 d1 1.4, l&tt10..iAUe._ tt..AC.k..C. .MEET NO S of S CALCULATED BY Ate! DATE %AZ / Lk 1 er'a CHECKED BY DATE SCALE L. 'TOP L V- ►r-K. c lvo.Sx' 15.5 bt C 14\ °■ ` c∎ 46%6, h' * • 3 , TOP �zacx .oFaoE.p L. 4a.cx,'� 3. 7.4.00 , 11.■ .t M) L\ • '%d.6, S. ;•■ t�cx,��a 4�5��\�•�. t'tior %-yr W c K*ycT Wwe- \ •S F. o. i .1%) • (.4;3. .S - «� 1. 4.6•is4. VS - 4 4•44,o • ,1 1. C (...dc:S, ) • .5 - , U-c)o 4 Q ty fe. L L, L P%S, _' * /r liAle. t f 1 • • 9• Ga.re-c -os NMI HI 1 tafg fa 'WI RUPERT ENGINr-1G, INC. 1501 W. Valley High&i,e. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 11334776 JOS S HEET NO. m CALCULATED SY CHECKED ST • OF DATE. DATE S CALE , SW° Cach...*—. 1 Sti- IN6( OINV-34-vc-tb 1 L114C-- S'10,--r. . e ‘-...b. ■-•cts cir: ''" • • • c.,cznpc) *A, ,45 tik \‘.) E-r p,,L "tr...v.Irstoi-C. LA:41%ft. • rk4144 Cactx...2*—,w (A1.4=0)14... 4 —MI6 It IR 1- S-Vb• bi3/4 prokyr‘C- V' X 5" • • • 1.0Avees.eso*ft u) 5., I-At.ak luck 1.‘ (V.M.N ‘4V•S 44- 1"114 Ir • '1 •.,i • i ' , . ! : ; i . . . 1 .1 ; ; : i • i 1 I 1 ...., Jr..... .1 I '. ' " • • -, i ', • i ! I ! • ' i • . 1 , I • i t • 1 ! t , ! ..1 r 1 ' • ' J. . — i , • , 1 4 • • ■ • , 1 T . 1 :1.• : i I , 1 : i . 1 - ' . • : ! : • 1 4 ! • r i i , i ; ,• I • . ? 1 • I . 1 1 ' ' ' , i • 1 . i , I ; • j . I , • I 1 ! r : i 1 i t i t . ... . , ........ . i i . i .. I .... ! .....1........,........1 ... . ■ - 1 , 1 1 1 I , 1 . ' ! ■ ; 1 '. i 1 i 'E • • • • 4. •., !fruBOIt' Wedge Anchors FEATURES Hole size = bolt size —Ideal when work being attached is drilled while in position, and drilling continues into the concrete, eliminating the need for templates and double handling. One plece wrap- around expansion sleeve — Provides true 360° hole contact for greater reliability. The large expansion sleeve area also reduces concrete unit stress. Works in bottomless hole —The bottom of the hole is not needed to set the anchor. In most applications, the , anchor is set as the object is fastened in place. Supplied as a complete unit —Nuts and washers are packaged with each box of TruBolt anchors to simplify • - installation and reduce inventories. • INSTALLATION Hole is to be drilled the same diameter as anchor, to any depth equal to or greater than the required embedment, using carbide - tipped drill bits conforming to tip diameter tolerances of ANSI B94, 12-77. insert,anchor in hole. Expand anchor by tightening nut. LENGTH IDENTIFICATION CODES WOK Stamp a AsCMC . ' Wild M Ab or (Sss Lair' *tape.. $O sf Mc st (ic ss) ' ' vise' w a spa lid WM. Fos 11.11191 ild Whim 11 '2 2 0 svi 11 C ' 22 • 5 . 0 . i5 . E 35 , 11 1 '•11 • t% 4 4yi s 11 12 -N • J 5 b5 5 1114 5 S • UT W 13 15 14 15 M 75 72 I 15. ' 19 2 •; • .. . ••"•*; i5;.1 twt$ 1: r 17.J 11-11 < ! IfS, .� El ER -x �• 1 ft.•; 11 J V::: jai . 'rt ��+�! i•::, tip • ;; .'�., "yy 74.1mt ai i +� �.� 1k t..'*� iii' a ' '211 Ezi E UM El MIUMINAINEM .Ei aria44 ;•ri Sir•- 2:1 ► 1 •. 1 • • .. NOMBRE:1W IV 77 :75 a i'�fii • is icy' enY !i� . w•r{ 7!�'= r:i 71 7 . • .1111.!i1.1 • • . r • , • 4 i :, SIZING INFORMATION & TECHNICAL DATA Maw 6 IMO Duastsr 00 ltmdul )ilsit WON thew /MS Trillion CCw� sr Owns 1 Sr) u flrpl (WI tb Mimeo A M Aa ` rnl "0" Widow! OW F Tat Coorso 0i s i A 1$11 1000 4000 1600 Ns Ia. M. a. a Moo IIL sr 9s. 714134 T1814134 1% % % 1%• , 1940 1060 1976 1140 2010 1200 % 114214 111142/4 2% •1 1 T/4314 741143/4 3% 1 2 1% 2440 1060 2550 1140 2620 1290 731214 • 74134214 2)i • 1%. w )6 1)4• . 3610 .3890 -•3876 3490. 415Q 3890 731300 76133300 3 1% • 1X % 734334 - 71134334 3% 1% 2 .6460 T38600 — 6 1% 31L 4% 6610 3690 6130 3690 3890 712234 71112234 2% 1X % 2X• 6120 7700 6360 7700 7610 7700 112400 71112400 4 1% . 1% % 712512 16412612 6% 1% 2% 4 7710 7700 4690 7700 10070 7700 T12700 — 7 1){ 4% 164312 11161312 1% 1% 61.N 2 %• 6720 11200 4640 11200 10660 11200 166414 — 4% 1% 1 % T68600 T8868800 6 1% 1% 166600 — 6 1% 2% 166700 78110700 7 1% 3% 6 __ 11810 11200 14630 11200 14040 11200 T34434 '13134434 4% 2 )4 3)4' 11700 16760 12990 16750 14260 16760 T14114 — sX 2 1% 174614 18114114 6)4 2 2)f % 734700 — 7 2 3X • 134612 71134812 9% 2 _ 4% • 174100 — 10 ' 2 6)i 9 18960 16750 21130 19060 25290 19570 T76800 — 6 2 1% 4• • 16190 19520 17340 19665 16500 19810 % 176600 — 9 2 9% 174100 — 10 2 6% 7 11440 19520 27130 19605 36560 19610 710400 — 6 2% % 4%• 19000 26480 20360 29990 21700 33490 1 T10600 — 9 2% 3% 110110 — 12 214 6% 6 24560 38550 32380 34620 40220 40660 1% 711490 711411 — — 9 12 3% 3% 2% 6% 6 %• 10 22960 30300 93940 44650 27650 46510 39240 63730 32140 61720 44530 67420 % T14.1141 ' — 2% Y 1% — — — — — — — •Minimum Embodm snt APPROVALS: • 1. Underwriters Laboratories — Standard TruBolt diameters % ",to !s; "are U.L. listed. 2. Factory M�.tyal— Standard TruBott diameters %" to X "are, Factory Mutual approved. 3. 1C80— Standard. TruBolt anchors aie ICBO approved under Report No. 2391. 4. Southern Building Code Congress (SBCC)- TruBott anchors are approved, under the NOTES: • Southern Standard Building Code, Section 103.6 "Alternate Materials end Alternate Methods of Construction" (Report No..7304). • 5. Federal SpecIlicatiorls— TruBolt anchairs mtet the following specllications: Physical —FF -S -325, Group 11, Type 4, Class 1. Plating —ASTM B 633 -76 Type 11, Class FaZn 6 . , SC-1 and O0- Z -325C, Type 11, Class 3. 1. dl/ values are averao9 ultimate loads. Industry standard Is to•appfy a minimum factor of safety of 4:1 to obtain working loads. • 2. Test data based on independent laboratory testing In hardrock concrete. I:• 'J Ir F' 1 1. I j';•'Y;' 71. 1 t •l, •T s ; r 7;'67 tl(• i ,R F' ,;. rt:'N r� 1` 1.,.� i g!: Fy,r i ;. �' •�. {i:�a . ` �'1ti •�1r �. i. as{ 'T .1 1° !, t� t ;� M:� •• ) .r., "!.- r N 1. l fi,. ; f 1r (i'w� � ,/} j�,[. % � � � +l .a•• � � ..1 � i aw /+1• �' c. �/ �" d: '�F•' tj�• ='� • U -p1' ►„•, � Li; •If g 261.7 �., •fit .. •! ~�•�'' T ;. 4 S l 'm' Y. x i .�' r r r �r ; �: ^ .. C�.. " -• k ' L'.e �ir�:�L i�.'i► �� ; " '' ��{�i ��r '•' �', �'' -.. ��i � •, I: _ �� `,;'.: • ia_ �';.. �.r ° , r.. 3 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard ,Tukwila, Washington 98188 (206) -433 -1849 BO/L.-DING PERMIT APPLIC -' TION Site Address / S ? (9/ C/O'/.M //L dd-t/L S, 7UkwnL.A Project Name /Tenant PO/i'o PPopoc-TS 0...5/1 /Arc. Valuation of Construction S6G .(50 Assessors Account# Property Owner C'OPoRAII 0?49NE 27y /a ✓c,s7bo$S Address lIr2N) 1'o,s c qtt4. Vv e 5 it (7A Z�k� -\ w� Applicant IthOan9 PRohtC13 0561 Iry c Wu ; `pti Lvc:■ Phone Address /0o/ ety pbc .4-v S. ''IcJU��lcft Architect /Engineer `1 , 4 1c l,nze,'r∎ Control # V3'0b J Suite# Floor# Phone Address 145-b\ �� e - ■(,■\1■1 I1w.J Contractor A .\-4f \k\ tV . 36? Zip `NI ti( ,906. as-/ -`1370 Zip f /Sk Phone X33- -7.7 -1 Zip c/cre2.6 1 License# X7.3 = 0 /-- 1,47C(Z FS/ Iti,Ppone 5-7Y - - Address j0-' u� � ct.tilr /kV t_= -Cc �� r� , l� Zip '� �' Class of Work: ❑ New Q Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done - T L . (wad Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space H,1331 Building Use GJi+rzc Dos Will there be a change of use? ❑ Yes ['id 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 [2I-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) 11-„ i1-7 7, 7 z Date /j (print name) V 7r -ioiv -/ R• Mooa0- Contact Person (please print) T 'i v `. u,t',j Phone o 3 / -cl 370 1 FEES: OFFICE USE ONLY Building Permit Fee (000/322.100) $ /U-4 Plan Check Fee (000/345.830) Bldg Code Sur Charge (000/386.904) 3.50 Energy Sur Charge* (000/386.907) Other ( ) *New construction only TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION• FLOOR USE /Occ Type, SQ.FT. OCC D LOA Receipt# ) 44c-/ Receipt# Receipt# Receipt# Receipt# (OWES: $ Date Date Date Date Date /7.50 Paid Paid Paid Paid Paid Square Footage of Entirq Building: USE /Occ Type, SQ.FT. OCT LOAD OCC USE /Occ Tvoc SO.FT. inn TOTAL SO.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE 11 BLDG FIRE 17.1. 0,`1 DATE OUT Vic, COMMENTS PLNG Approved f-or Issuance To Mahan: Date Approved: Approved (Initials) %C.,6 Per letter dated 3•2i-co Fire Protection: ❑Sprinklers ❑ Detectors ��,�� J A 5 pproved (Initials) O BAR OLAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Type of Const. PWD Approved (Initials) Per letter /plans dated