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Permit 5680 - Southcentert Mall - Southcenter Art & Frame - Tenant Improvement
CITY OF TUKWILA BUILDI PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 89 -117 P F1 O.11 (: 1 FEES DESCATPTION AMOUNT RCPT P DATE BUILDING PERMIT FEE 285.00 185.00 r s c 9322 r -s-s 6-2 -89 PLAN CHECK FEE BUILDING SURCHARGE 3.50 ' 5 c fr • j • S S ENERGY SURCHARGE EXP. DATE ARCHITECT IVARY & ASSOCIATES OCC. • .• OTHER: ADDRESS 5651 UNIVERSITY WAY N.E. SEATTLE, WA ZIP 98105 TOTAL - 473.50 ;0.3 - ;l 1NFOFRr.1A 110 rl 622 SOUTHCENTER SHOPPING MALL •1 1 .` .T•'r - 30,000 PROJECTNAME/TENANT SOUTHCENER ART & FRAME ASSESSOR ACCOUNT M 262304 -9023 TYPE OF ■ New Building • Addition I9 Tenant Improvement (commercial) • Demolition (building) ■ Grading/Fill WORK: 0 Rack Storage 0 Reroof • Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: TENANT IMPROVEMENT PROPERTY OWNER JACOBS BROTHERS COMPANY RETAIL/ B2 PHONE (216) 892 -2300 ADDRESS 25424 CENTER RIDGE ROAD, CLEVELAND, OH ZIP 44145 CONTRACTOR , �PRINT COMPANY: ICQG r *t / :- Wcfrlf-'�.i PHONE ADDRESS OCC. !_. ZIP WA. ST. CONTRACTOR'S LICENSE #f SQUAFE EXP. DATE ARCHITECT IVARY & ASSOCIATES OCC. • .• PHONE 525 -8020 ADDRESS 5651 UNIVERSITY WAY N.E. SEATTLE, WA ZIP 98105 USE -0, RETAIL/ B2 RETAIL /82 CODE COMPLIANCE SHOP /B2 / / CONDITIONS (other than those noted on or attached to permit/plans): , �PRINT COMPANY: ICQG r *t / :- Wcfrlf-'�.i FLCiOw SQUARE F 3 OCC. !_. SQUARE OCC. ._. SQUAFE OCC. •.. SQUARE OCC. • .• SQUARE OCC. It . TOTAL _•. _: F TOTAL . , • . -1.4 14 ;0.3 - ;l 1 1740 58 188 6 246 1 2174 65 2 480 2 480 2 TOTAL 2654 67 TYPE OF CONSTRUCTION: I I N UBC EDITION (year)88 SETBACKS: N - S - E - W - FIRE PROTECTION:tuSprinklers O Detectors ❑ N/A UTILITY PERMITS REOUIRED?O Yes (through N o Public Wort(;) ZONING: BAR /LAND USE CONDITIONS °Yes O No DATE: %7l 0 :7 CONDITIONS (other than those noted on or attached to permit/plans): , �PRINT COMPANY: ICQG r *t / :- Wcfrlf-'�.i APPHOVED FOR ISSUANCE BY: / Ai A�;� u BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: to be true and correct. All provisions herein or not, The granting of of any other state or local laws for and obtain this building permit. I hereby certify that I have read a .. jxamined this permit and of law and ordinances ■ •verning this work will be complied with, this permit does not ! :sumo to give authority to violate or cancel regulating constru « ' .n or the perfo ancc or work. I am authorized SIGNATURE: ,/4�� r /���� DATE: %7l 0 :7 NAME: K' // C f4 /?677x' , �PRINT COMPANY: ICQG r *t / :- Wcfrlf-'�.i This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: Va+�II�Y 1 UIL_LPINU 7 (POST WITH INSPE, ,, PION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: ITE •D' 5 89-117 0 FEES DE CRIP UN MD RCPT M DATE BUILDING PERMIT FEE 285.00 t ce. 7 6 2 -t39 Fr • 7 -k PLAN CHECK FEE 185.00 9922 125- G BUILDING SURCHARGE 3.50 ENERGY SURCHARGE OCC. LOAD 1 PHONE 525 -8020 OTHER: SEATTLE, WA ZIP 98105 TOTAL 'e A• F 2174 TOTAL • 473.50 1 1740 PROJECT ';'fNFORIVIATION SUI • 2 SOUTHCENTER SHOPPING MALL 0 • -u T1ON -$ 30,000 PROJECT NAME/TENANT SOUTHCENER ART & FRAME ASSESSOR ACCOUNT # 262304 -9023 TYPE OF L) New Building Additions Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof LJ Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: TENANT IMPROVEMENT PROPERTY OWNER JACOBS BROTHERS COMPANY RETAIL/ B2 PHONE (216) 892 -2300 ADDRESS 25424 CENTER RIDGE ROAD, CLEVELAND, OH [ZIP 44145 PHONE CONTRACTOR ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # OCC. LOAD 58 EXP. DATE ARCHITECT IVARY & ASSOCIATES OCC. LOAD 1 PHONE 525 -8020 ADDRESS 5651 UNIVERSITY WA'( N.E. SEATTLE, WA ZIP 98105 ... USE 4 RETAIL/ B2 RETAIL /B2 ._ __.._._.._ LOAD 6 CODE „COMPLIANCE SHOP /B2 / 1 FLOOR 1 SQUARE Fri T OCC. LOAD 58 SQUARE FEET 188 SQUARE FEET 246 OCC. LOAD 1 SQUARE OCC, •, SQUARE OCC. 1 TOTAL 'e A• F 2174 TOTAL. •. r'. LOAD , 65 �. 1 1740 2 480 2 480 2 TOTAL 2654 67 -1 TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N- S- ___E T UTILITY PERMITS REQUIRED? Yes N 0 W -- (through Public Works) FIRE PROTECTION: Sprinklers Detectors ❑NIA ZONING: BAR /LAND USE CONDITIONS0Yes O No CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR BUILDING ISSUANCE BY: r- / 4 1-2L..., OFFICIAL. DATE: ( 7 •- I hereby certify that I have read a id examined this permit and of law and ordinances ggverning this work will be complied with, this permit does not presume to give authority to violate or cancel regulating constru9rtion or the peryancp or work. I am authorized L. know the same to be true and correct. All provisions whether specified herein or not. The granting of tho provisions of any other state or local laws to sign for and obtain this building permit. DATE: 47/ , ( I COMPANY: •- X16,- (1C�a�,•{-c/- 4%y'T /- i�c-�?� ,,.. ,� j ,� SIGATURE1K,� '/ ` l% :•/ PRINT NAME: ///4(7 /'�l <'%L2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF [CERTIFICATE NO. DATE ISSUED: CITY OF• TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Co 22. ...nnr+navnw.xrwr,4+.Han. ran r.rr..r104.011,Vis11,2,,1J2W :w w....vmr.nutai,.« wOWLIw.Mi∎OS.MeZ,l'. • INSPECTIP.4N RECORD '-/•%/o 16/41 PERMIT # Date 6 - /o- IeS Date Wanted —MI. /o .m. "7 a.m p.m csa� ems, - Y1�l�LQ�( Project Se 44j.( % , 0-6 Phone # % 7-- z57 a Inspection Results /Comments: Inspector Ili Date ,70 ./MAY 'CITY OF•TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection i=i4aAD Site Address (o r'2 Jou }?(i Lt -) Requestor ,60h Special Instructions y;lwtW!atS{lk:i '' t� !klc,-nrcrew.rai:.Mr!..nxyvenx:. non+ n,•. ya,- ��.r�+,n�.srm;:�d;Y..N,i� .. INSPECTI1 RECORD PERMIT # 5630 Date ' /a /518ri Date Wanted l Project 6c 2 4 Phone # 9e/7-_,"2.7Q(� Inspection Results /Comments: G-'t I fit/ ,v 4.a d ' / Inspector 00-61.4_ -iecete Date /0/,/ CITY DF'TUKWILA Building Division 6200 Southcsntar Boulevard Tukwila, Washlnoton 98188 (206) 433 -1849 Type of Inspection C •Qt f l ►" Site Address (9arD JOB, Requestor X' Special Instruction rid -e nt-er Thoo11 INSPECTI N RECORD PERMIT # 56 Date ) Q-- 1 Sci 3; 5o 16:00 Date Wanted IQ " J�— - $9 p.m, Project 53u-k-hcenf-er P N- '-'0 nc Phone # QWO" -) %-11-1 Inspection Results /Comments: p-C Inspector Date /.//517.7 t :F.a`.tE,}'rgNakidn7 51 .V.MiN.. ;!VA tires?;a°',:f: Lfiia i�f! .•atvt:':3"+'r.X,r.�,.,xn,.,gr; ' CITY OF TUKWILA Building Division 6200 Southcant.r Boulevard Tukwila, Washington 98188 (206) 433 -1849 �.ti`!3it�Y■tA,t,e1 INSPECTI wN RECORD PERMIT # 6,0 Date j12-4/_YC/ Type of Inspection C 'J /� /. `p �� j i Date Wanted A0-4-g47 a.m. p.m. Site Address Z7, ,...,24-120e,?,1---P/11 Project 67 e cut ''- fl.- Requestor FO Phone # Special Instructions // Inspection Results /Comments:` Inspector Date e3J� Permit No Date •�r. {: n:=•« y,�rrt�,cera.rn.Fw.f�m+�aua.M•� CITY OF ITUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 ' Job Address '620- 5/e. ,002/// Pd; 1Cfr�rY�Gnaw3uxe :A:•;�lu3t�:tfiS14,. •7v: : C • RRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. (01 0 c;) S re e .a (W/ ' 1-e /14 , r c� Signed 26'1; "---D Building Official /Inspector • CITY OE TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Site Address Requestor .e6:;P:'41,.V.,•. • INSPECTN RECORD PERMIT # 5620 Date 03/8'9 Date Wanted /0/11)3C7 GE) p.m. Inspection tP2-2 jou-t1162.41-021i Project 3,(F,(2/Lt Y--f=r0.A11_, Phone # ge-17--A02Q0 .eob OtAct-wobu Special Instructions Inspection Results/Comments: Inspector ,10 7,,t,p057.eryl Date , CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Gee.../4 (ej Site Address �2 - vG�►rCe„ G /17c9/7 / Requestor ,RCb ... �w...,+ w.,, w. �n. r.. a.,.+: wvm: w...:. arnr.,. ucr:,•. wx+ tt., s•, n: o,. ur.eu «:s�r.n�. :,xr...vnr.e, -_.. Yi s.:r:;c1::.:0 . INSPECTI N RECORD PERMIT # Date V/y/r, Date Wanted P.m. Project u t�#z GL°�- //k� 14-5-e .,a Phone # �-- « -2—Y0 Special Instructions Inspection Results /Comments: Inspector Date 91/52/' % f YA�iit .bi.�l�'�'1rz��Y'�'i�'"Y�A SitiSt A%. Y3"l tx, a.' ag.: iY2titCr5nivMa+ �xrrt:v:. ��n�, �.,,. �: xf�: a; crrk.. rvw. ww.. innaurw•, n> vdtwxnza. wu+• xutrtzeiwtvs,„, ti�r�.: xr- a?w�.* cc. �a�ia: oeu± w+: wz+: w: r. wa. ru .n.o�s.�rrw�.,aYlNa41:".ii:;: CITY OF TUKWILA INSPECTION RECORD 9- Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions G 22 st )1 PERMIT # Date U 4 ,O / 0.'ar t Date Wanted ;744yL. .'--15-51 p.m. Vet Project �� - �,►,/ /ire. Phone # q`7'7 22 S6 Inspection Results/Comments: fps Inspector Date if 1 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ,•7 Type Site Address $*'?; Requestor �� <�l--l-e Special Instructions 1.Lw.UaeeWm µMtucd^' +, g1; , INSPECTITI RECORD PERMIT # . 7 . _ . 4 g ; a"d Date -99- Date Wanted Ar40097 /W4roject Phone # Alf Inspection Results /Comments: Inspector Date 9./9 ebitaC!.":iSu '.a�ii MI"nt:^rs>Ciffih"'.Ff'.ct2aiisvtgli1:4i @svtVitglteilav attitutIviionnRhmst�nvn .,+•. >..,r.,s•..: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 6, ,2 ,S Requestor u.wshsM5:1.�cYtiMMf:wvnrNM'r't. eat+, Y: Le! ns».. h:; Sy% ZZ<'.r_ kMl r.^M.4kY4.Y,�nLU.M�ft.inntuarsn rver�s e.waosl YMCL s?3sa0A,,1 .. ...... K INSPECT RECORD PERMIT # 3-61r0 Date 9 -- �5 Date Wanted Project Phone # 6 1 c 1 . Special Instructions " +j. Ca.d 6 L i .•rte. � 9 -/h S9 p.m. Inspection Results /Comments: Inspector i&V/P1— Date / / /e Permit No afrigtiFaY�WiGiiLdt7 i�iruiMtW3fvk^.Tw�a3elelrs 3'.saip c:r.a adwnYa:ww Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 ;,// ✓ c ?Job Address C �2 50,161-h, PFD CORRECTION NOTICE e following items are found to be in violation of Ordinance and shall be corrected. Signed 'Z r:- ..c!" Building Official /Inspector CITY OF TUX I LA Control No. ri' i Central Permit System Permit No. >r FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/Recreation i Project Name 56-, 71.7 e-r. ,, /<. , /; ,- / Address 4.-2.--7) ,1:'.-,. ; ,_ .�..., Type of Permit(s) 7 1' 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 This project is approved by this department: /7-7,..e."-.; Authorized Signature -i Date CPS Form 3 J f THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER -D-4,80 . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Electrical work shall 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 shall be posted at job site prior to start of any construc- tion. 5. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 8. Plan review approval and compliance with U.B.C. chapter 33 is subject to the limited uses of "shop" and "loft" areas. Product storage must be at loft area only. Egress aisle and shop area must be maintained free of obstruction. U.F.C. Section 12.103. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 10. The issuance or granting of a permit or approval of plans, specifica- tions and computations shall not be construed to be a permit for, or an approval of, any violation of the provisions of this code or of any other ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this Code shall be invalid. U.B.C. Sec. 303(c). . - 4 ---...1&•.. SA -510 Toad - bearing USG steel framing systems z g O BuyLine 3597 lightweight, structural framing — engineered for high performance —cuts construction time, lowers cost systems folder USGBuilding Systems Joists—maximum allowable clear spans (ft -in) "' table 3 size f foist 1 uniform load (psf) 10 dead, 20 live 1 10 dead, 30 live 1 10 dead, 40 live 1 10 dead, 50 live 2 20 dead, 40 live 2 20 dead, 100 live 1 -span 2 2- span"' 1 1 -span 2 2- span "' 1 1 -span 2 2- span13j 1 1 -span 2 2- span"' 1 1 -span 2 2- span '31 1 1 -span 2 2- span"' 135SJ14 1 12 3 39 -5 4 44 -3 3 34 -5 3 38 -8 3 31 -3 3 35 -1 2 29-0 3 32.7 3 30-2 3 34 -6 2 21-4 2 24 -5b 16 3 35 -10 4 40-2 3 31 -3 3 35 -1 2 28-5 3 31 -11 b 2 26-2 2 29 -7b 2 26-2 2 29.11 b 1 18-6 2 20 -7d 24 3 30 -2 3 34-6 2 26 -2 2 29.11b 2 23 -5 2 26.9b 2 21-4 2 24 -5b ' 2 21 -4 2 24 -5b 1 15-1 1 15 -4d 115SJ14 1 12 3 34 -4 3 38-7 3 30-0 3 33-9 2 27-3 3 30 -8 2 25-4 2 28 -5 2 27 -3 3 30 -8 1 19-6 2 22 -3b 16 3 31-3 3 35 -1 2 27 -3 3 30-8 2 24-9 2 27-10 2 23-0 2 25.10b 2 23-10 2 27 -3b 1 16 -10 1 19-3d 24 2 27 -3 3 30-8 2 23 -10 2 26.9b 2 21 -4 2 24 -4b 1 19-6 2 22 -3b 1 19-6 2 22 -3b 1 13-9 1 15 -6d 115SJ16 1 12 3 32 -0 3 35-11 2 28-0 3 31 -5 2 25-5 2 28-6b 2 23-7 2 26 -6b 2 23-7 2 27 -0b 1 16 -8 1 17 -6d 16 2 28 -11 3 32-8 2 25 -0 2 28-6b 2 22 -5 2 25-7b 2 20 -5 2 23-3b 2 20 -5 2 23 -3b 1 14 -5 1 14 -0d 24 2 23 -7 2 27.0b 2 20-5 2 23-3b 1 18 -3 1 19-11d 1 16-8 1 17 -6d 1 16-8 1 17 -6d 1 11-5 1 10 -0d 925SJ14 1 12 2 28 -7 3 32 -2 2 25 -0 2 28-1 2 22 -9 2 25 -6 2 21 -1 2 23-8 2 22-9 2 25 -6 1 16 -9 1 18 -10b 16 2 26 -0 2 29 -2 2 22 -9 2 25-6 2 20 -8 2 23 -2 1 19-2 2 21 -6 2 20-8 2 23 -2 1 14-10 1 16 -11 b 24 2 22-9 2 25-6 1 19-10 2 22-3 1 18 -0 2 20 -3b 1 16 -9 1 18.10b 1 17-1 1 19-6b 1 12 -1 1 13.10d 925SJ16 1 12 2 26 -8 2 29 -11 2 23 -4 2 26-2 2 21-2 2 23-9 1 19-8 2 22 -1b 2 21-0 2 23 -9b 1 14-10 1 17 -0d 16 2 24 -3 2 27-3 2 21 -2 2 23-9 1 19 -3 2 21-7b 1 17 -10 2 20 -1b 1 18 -2 2 20 -9b 1 12-10 1 14 -5d 24 2 21 -0 2 23.9b 1 18 -2 2 20.9b 1 16-3 1 18-7d 1 14 -10 1 17 -0d 1 14 -10 1 17 -0d 1 10-6 1 10 -9e1 80SJ14 1 12 2 25 -4 2 28 -6 2 22 -2 2 24-11 2 20-2 2 22 -7 1 18 -8 2 21-0 2 20 -2 2 22 -7 1 14 -10 1 16 -8b 16 2 23 -1 2 25-11 2 20 -2 2 22 -7 1 18 -4 2 20-7 1 17-0 1 19 -1 1 18-4 2 20 -7 1 13-6 1 15 -2b 24 2 20 -2 2 22-7 1 17 -7 1 19-9 1 16-0 1 17 -11 1 14-10 1 16-8b 1 15-8 1 17 -10b 1 11-1 1 12 -8d1 ,80SJ16. 1 12 2 23-8 2 26-7 2 20-8 2 23 -2 1 18 -9 2 21 -1 1 17 -5 1 19 -7 1 18-9 2 21 -1 1 13-8 d d li - t `16 2 21 -6 2 24-2 1 18 -9 2 21 -1 1 17 -1 1 19-2 1 15-10 1 17 -9b 1 16-9 1 19 -1b 1 11 -10 1 13 -6d1 (1) Based on allowable design stress Of live load deflection limitation of 1)360. whichever Is loss. (2) All joists must be checked lot web crippling (see tables 18 and 19 for bearing loads). Joists with min. 10- unpunched stool required at and supports. When field cuts reduce this minimum, joist web stiffeners may be required. (3) Joist continuous span Joist reinforcement details 3/4" type S -4 hex __ 12"1: washer head screws 1 1 11— bearing wall screw pattern "a" 1"-1.12".1-7 1" • • _. . 1 1' 71_. screw pattern "d" reinforcing required for minimum distance of 0.1 span each s de —total 0.2 span —o1 center support and screw attachment pattern "a", unless other pattern dos gnated (see details below). .}L I_ - 0.1L 1 - �, 112 I?1 „12„ + • + + ♦ • + 1 11 \ -Joist reinforcement screw pattern "b" y'C'{ I2„ I2 „� 1 1 " 1 ♦ + • + . + 1” 1 11 screw pattern "1" 12 1 "- - 12"12"12"t. ♦ . • + + • + + + screw pattern "c" 1 "I I-- fl screw pattern "1" zit �! VAL ►f •4 a° `1 x I. � 1-71 L ./ L .p A 1 /n O, 4x �..4t7 1 4 Al.L•OU1'j#7 Joists - maximum allowable uniform loads (lb/ (1 ) (Fy = 40 MI) table 4A sa jsu » simple span 6' 9' 10' 11' 12' 3' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 135SJ14 580 516 464 422 380 324 279 243 214 189 169 151 137 124 113 101 88 78 115SJ14 668 562 455 376 316 270 232 202 178 158 139 118 102 88 76 67 59 52 115SJ16 342 304 273 249 22 198 171 149 131 116 103 93 82 71 62 54 48 42 925SJ14 548 433 351 290 2 4 208 171 139 115 95 80 68 59 51 44 39 34 30 925SJ16 410 327 265 219 4 157 135 113 93 77 65 55 47 41 36 31 39 34 80SJ14 458 362 293 747 189 149 119 97 80 66 56 48 41 35 31 38 33 30 • 80SJ16. 350 277 224 1185' 153 121 97 78 65 54 45 39 33 40 35 31 80SJ18 235 200 162 134 113 95 76 62 51 42 36 30 37 32 725SJ14 398 315 255 191 147 116 93 75 62 52 44 37 32 39 34 30 725SJ16 312 246 199 156 120 95 76 62 51 42 36 30 37 32 725SJ18 228 180 146 121 94 74 59 48 40 33 40 34 60SJ14 305 221 161 121 93 73 59 48 39 33 39 33 60SJ16 248 179 131 98 76 59 48 39 32 38 32 60SJ18 185 141 103 77 59 47 37 30 36 30 60SJ20 122 100 78 59 45 36 40 33 (1) Based upon allowable design stress, or total•load dellection limitation of L/360 (values in shaded areas), whichever Is less. All joists must be checked for web crippling (see tables 18 and 19 for bearing/loads) requiring USG joist web stiffeners a1 all reactions and concentrated loads. Joists with min. 10" unpunched steel required at end supports. When field cuts reduce this minimum, joist web stiffeners may be required. Joists- maximum allowable uniform loads (Ib /ft)(1) (Fy =40 ksi) table 4B s i ttyM double span 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 135SJ14 522 457 405 362 326 296 269 247 226 209 193 179 166 155 145 135 124 111 115SJ14 573 497 436 385 343 308 278 251 229 206 184 165 144 124 108 94 83 74 115SJ16 308 271 240 215 194 176 160 147 135 125 115 107 100 93 87 76 67 59 925SJ14 610 518 445 379 318 271 234 197 162 135 114 97 83 72 62 55 48 42 925SJ16 348 301 264 233 207 185 167 151 131 109 92 78 67 58 50 44 39 34 80SJ14 598 473 383 316 266 210 168 137 113 94 79 67 58 50 43 38 33 30 80SJ16 364 310 268 234 203 171 137 111 92 76 64 55 47 40 35 31 80SJ18 202 175 154 136 121 109 98 87 72 60 50 43 37 32 725SJ14 520 411 333 271 209 164 131 107 88 73 62 53 45 39 34 30 725SJ16 366 309 261 215 170 134 107 87 72 60 50 43 37 32 725SJ18 209 180 157 138 122 105 84 68 56 47 40 34 60SJ14 398 312 228 171 132 104 83 67 56 46 39 33 60SJ16 324 254 185 139 107 84 67 55 45 38 32 60SJ18 215 182 145 109 84 66 53 43 36 30 60SJ20 104 90 79 70 62 50 40 33 (1) Based upon allowable design stress, or total•load dolloction limitation of U360 (values in shaded areas), whichever is ins, All/oists must be checked for web crippling (see tables 18 and 191or bearing/loads) requiring USG joist web stiffeners at all reactions and concentrated loads. Joists with min. 10" unpunched steel required al and supports. When field cuts reduce this minimum, joist web stiffeners may be required. Design Considerations for Joist Load/Span Data The following conditions have been considered in developing tabular data: 1. Bending stress. 2. Shear stress. 3. Combined bending and shear stress. 4. Web crippling. 5. Combined bending and web crippling. 6. Deflection. 13 Calculations are based on the following factors: 1. AISI Specification for the Design of Cold- Formed Steel Structural Members, 1980 edition. 2. Yield strength: 40,000 Ib /in2 (40 ksi) for joists, 33 ksi for C- closures, 3. Compression flange fully braced, 4. Design properties for members shown in table 1. 5. Joists to have a minimum of 10 in. unpunched steel at the end supports. 6. Two -span systems assume screw - attached joist reinforcement for minimum distance of 0.1 span each side (total 0.2 span) of center support. • C..1 71- -IotJ a is (ij; U (/.3s 5.40.) (Ii.i t )/ • ci2.1 I. s Maximum Web Cripplin Loads(1) (lb), single joist unstiffened web (Fy =40 ksi) table 18 OM Wes In&de "d�h(in) condition 1 1' condition 2 condition 2 condition 3 I condition 4 bearing length bending length 11/4r 3, 4" 6" 114" 3'H' 4" 6" 1' 313/4" 4" 6" 1 w. 315" 4" 6" 135SJ14 13.272 850 1069 1118 1312 1560 1854 1919 2281 543 683 714 839 1299 1349 1360 1404 115SJ14 11.272 912 1147 200 1409 1636 1944 2013 2392 602 757 791 929 1511 1569 1581 1633 115SJ16 11301 520 681 717 861 __985-12_12_..1277 1593 327 429 452 542 764 801 809 841 925SJ14 9.022 982 1236 1 2 15 7-- 1721 2046 2118 15 667 840 878 1031 1749 1816 1831 1891 925SJ16 9.051 575 754 4645 53 1054 1296 1356 17 379 497 523 628 952 998 1008 1048 805J14 7.772 1021 1285 1907 577 1769 2102 217 2586 704 886 926 1088 1881 1954 1970 2034 t80SJ16> 7.801 606 794 2887 1004 1092 1343 1767 408 535 563 676 1057 1107 1118 1163 80SJ18 7.825 347 477 506 621 664 872 7 1195 226 310 • 329 404 559 592 599 629 725SJ14 7.022 1044 1314 1374 1613 1797 2136 2 2628 726 913 955 1122 1961 2036 2053 2120 725SJ16 7.051 624 818 862 1034 1115 1372 446 1804 25 558 587 705 1120 1173 1185 1232 725SJ18 7.075 362 496 526 646 682 897 963 1228 39 328 348 428 608 644 652 684 60SJ14 5.772 1083 1363 1425 1674 1845 2193 2270 2697 63 959 1003 1178 2093 2174 2191 2263 603J16 5.801 665 859 904 1085 1154 1419 1495 1886 54 595 627 753 1224 1282 1295 1347 60SJ18 5.825 386 529 561 689 713 93 1007 1284 2 359 381 468 690 731 740 776 60SJ20 5.849 186 272 291 368 378 5 600 786 1 1 177 190 239 307 331 336 357 (1) Loads for conditions shown in details are for web crippling only and apply 10 jb" unpunched steel required a end supports. When held cuts reduce this minimum, ,oisls with solid web at reaction points. See Sec. 3.5.2 of AISI Specifications for ist web slaloms may be requi ;atcufating max. allow. combined bending an web cripplinP loads. Jolsls with min. �' c I-rIo f.1 42 -s an ( t l • /U /g t 3/ 1!1 .L3 1.3s Z 3 0 d I't''1Gr6• -r1 otJ GGI U L WgrC rota oisl" n-en Maximum Web Crippling loadst') (Ib), two joists back -to -back (Fy =40 ksi) table 19 Joist g. Inside "h" (in) condition 1 condition 2 condition 3 I condition 4 bending length 1WA" 3w. 4" 6" 11/4" 31/2" 4" 8". 1+/." 3,/i' 4" 6" 1 Y/." 31/2" 4" 6" 1355.114 13.272 4059 4989 5148 5703 4077 5368 5590 6361 2051 2520 2601 2881 4213 5547 5777 6574 115SJ14 11.272 4059 4989 5148 5703 4077 5368 5590 6361 2133 2621 2705 2997 4416 5816 6056 6891 115SJ16 11.301 2705 3371 3485 3883 2844 3798 3962 4531 1257 1566 1619 1804 2705 3613 3769 4311 925SJ14 9.022 3927 4827 4981 5518 4077 5368 5590 6361 2225 2734 2822 3126 4645 6117 6370 7249 925SJ16 9.051 2705 3371 3485 3883 2844 3798 3962 4531 1328 1655 1711 1907 2893 3863 4030 4610 80SJ14 7.772 3852 4734 4885 5412 4077 5368 5590 6361 2276 2797 2887 3198 4773 6285 6544 7448 80SJ16 7.801 2647 3298 3410 3799 2844 3798 3962 4531 1368 1705 1763 1964 2997 4003 4175 4776 80SJ18 7.825 1803 2279 2361 2645 1971 2870 2790 3207 821 1038 1075 1204 1867 2528 2642 3037 725SJ14 7.022 3806 4678 4828 5348 4077 5368 5590 6361 2307 2835 2926 3241 4849 6386 6649 7567 725SJ16 7.051 2609 3251 3361 3744 2844 3798 3962 4531 1392 1735 1794 1998 3059 4086 4262 4875 725SJ18 7.075 1799 2274 2356 2639 1971 2670 2790 3207 840 1062 1100 1232 1918 2598 2715 3121 60SJ14 5.772 3731 4585 4732 5242 4077 5368 5590 6361 2358 2898 2991 3313 4976 6553 6824 7765 60SJ16 5.801 2546 3173 3280 3654 2844 3798 3962 4531 1432 1784 1845 2055 3164 4225 4408 5042 60SJ18 5.825 1747 2208 2287 2562 1971 2670 2790 3207 871 1101 1141 1278 2004 2715 2837 3261 60SJ20 5.849 1079 1388 1441 1626 1231 1696 1776 2054 463 596 618 698 1110 1530 1602 1853 1) Loads for conditions shown In details are for web crippling only and apply to Nsts with solid wob al reaction points. See Sec. 3.5.2 0l AISI Specifications for alculaling max, allow combined banding and web crippling loads and Sec. 4.3 for allowable reactions and concentrated loads (web crippling) sec. 3.5.1 of 1080 A181 specifications niform load condition 1 •-< 1.5h condition 2 cond. 2 Z 1,5h connections to achieve these loads. Joists with min. 10" unpunched steel required al end supports. When liold cuts reduce This minimum, loiet web stilfeners may be required. concentrated loads > 1.5h > 1.5h �cond.2 condition 1 < 1.5h condition 2 21.5h <1.5h 21.5h 1—< 1.5h cond, or 2 1.5h cond. 2 >1.5h condition 3 cond. 4 cond, 3 cond. 4 <1.5h 25 S 1.5h S 1.5h 21.5h < 1.5h cond. 3 or 2 1.5h cond. 4 Construction Details- floors (continued) solid blocking at each end of foundation, at floor op'gs., and 8' -0" ac. max. 1 %" type S -12 framing screw or 1" weld -� 2" x 2" x 14 -ga, end clip-fasten to C- closure & USG steel joist with s6" type S -12 low profile head framing screws 11/2" x 18 -ga. strap bracing or 1' /" 16 -ga, CR channel strap splice 8' -U" o.c. USG C- runner- fasten Ihru plywood Into C- closure with pilot point screws as required USG C- runner USG steel stud USG steel joist—fasten to C- runner with 'h" type S•12 pan head screw USG joist web stiffener— fasten to joist with 1"-type S -12 bugjp head screw foist can (lever C•closure at exterior wall end labs — lasten to joist with 5/e" type S -12 framing screws solid blocking C closure or joist section 1'h" x 18 -ga. strap bracing or 11/2" 16 -ga. CR channel— fasten to C- closure blocking with 3 equally-spaced %" type S•12 low profile head framing screws. Joist bridging end tabs — fasten to joist with %" type S -12 framing screws USG C- runner USG steel stud I .r� r solid blocking V "! Iw-� over interior partitions fvolFrs strevio 32 11/2' x 18 -ga. strap bracing or 11/2" x 16 -ga. CR channel— fasten to C•closure blocking with 3 equally-spaced W type S -12 low profile head framing screws. Part 1: general 1.01 related work specified elsewhere 1.02 quality assurance 1.03 submittals Part 2: products 2.01 materials 2.01.01 All studs and/or Joists and accessories shall be of the type, size, gauge and spacing shown on the drawings, and shall be manufactured by United States Gypsum Company. 2.01.02 All structural members shall be designed in accordance with American Iron and Steel Institute (AISI) "Specification For the Design of Cold- Formed Steel Structural Members," 1980 edition. 2.01.03 All framing members shall be formed from corrosion - resistant steel, corresponding to the requirements of ASTM A446, with a minimum yield strength of 40 ksi for SJ studs, 33 ksi for CR- runners. 2.02 fabrication 2.02.01 Prior to fabrication of framing, the contractor shall submit fabrication and erection drawings to the architect or engineer to obtain approval. 2.02.02 Prefabricated panels shall be square, with components attached in a manner as to prevent racking and to minimize distortion while lifting. 2.02.03 All framing components shall be cut squarely for attachment to perpendicular members, or, as required, for an angular fit against abutting members, 2.02,04 Axially loaded studs shall be installed in a manner which will assure that their ends are positioned against the inside of runner web prior to fastening. 2.02.05 Insulation equal to that specified elsewhere shall be provided in all doubled Jamb studs and doubled headers not accessible to insulation contractors, 2.02.06 Fastening of components shall be with self- drilling screws or welding. Screws shall be of sufficient size to Insure the strength of the connection. Wire tying of components shall not be permitted. All welds shall be touched up with a zinc•rich paint. Part 3: execution 3.01 Inspection 3.02 erection (axial load- bearing) 3.02.01 Runners shall be securely anchored to the supporting structure as shown on the drawings. 3.02.02 Complete, uniform and level bearing support shall be provided for the bottom runner. 3.02.03 Abutting lengths of runner shall each be securely anchored to a common structural element, butt- welded or spliced. 3.02.04 Studs shall be plumbed, aligned and securely attached to flanges of both upper and lower runners. 3.02.05 Framing of wall openings shall Include headers and supporting studs as shown on the drawings. 3.02.06 Temporary bracing, where required, shall be provided until erection is completed. 3.02.07 Resistance to bending and rotation about the minor axis shall be provided by (gypsum board and gypsum sheathing per AISI Specification, Sec. 5.1) (horizontal strap or cold-rolled channel bracing) as shown on the drawings. 3.02.08 Diagonally braced stud walls, as indicated on the drawings shall be provided at locations designated as "shear walls" for frame stability and lateral load resistance. Additional studs, when necessary, shall be positioned as indicated on drawings to resist the vertical components. 3.02.09 Splices In studs shall not be permitted. 3.03 erection golsts) 3.03.01 Uniform and level joist bearing shall be provided at foundation walls by means of shims and /or non - settling grout. 3.03.02 Joists shall be located directly over bearing studs or a load distribution member shall be provided at the top of the bearing wall. 3.03.03 Web stiffeners shall be provided at reaction points and /or at points of concentrated loads where indicated on the drawings. 3.03.04 Joist bridging shall be provided where indicated on the drawings. 3.03.05 Additional joists shall be provided under parallel partitions when the partition length exceeds one-half the joist span, also around all floor and roof openings which interrupt one or more spanning members, unless otherwise noted. 3.03.08 End blocking shall be provided where Joist ends are not otherwise restrained from rotation. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 89 -117 (513) Gary L. VanDusen, Mayor July 19, 1989 Re: Southcenter Art and Frame - 622 Southcenter Mall, 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. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) 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) A door, fire -rated for use in an exitway, should be City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 provided for the loft. 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) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exits serving more than 50 occupants shall be provided with illuminated exit signs. The mall entry is a required exit. This exit must be openable from the inside without a key or special effort. 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Ignition sources (such as roll -up door motors) and combustible material located above the ceiling must be provided with sprinkler protection. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) All required occugancv separations. arRa sPnararinn City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 3 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) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Yours truly, The Tukwila Fire. Prevention Bureau cc: T.F.D. file ncd kinko's• FAX COVER SHEET DATE. i/R47.J/ This fax is directed toy me. 'E)(//c7 ) _ "A Please notify this person that they have been sent a fax OR4a1T? j'!es NO DIPARTNZST:.� COMPArl s Dp 7.11471.),L11— _ MUSINZS5 PHONE: T A X PBONS 10,3 3 . / 8 „3 HUMBER Of PAGES INCLUDING THIS COUR* SBEET:, Special InstJyction$: Lojef PRica i‘ XINKO'S PUBLIC FAX SERVICE This fax has been• aslt by: Department : /e Co.pany:, 4c lrcer Phone, (2 ' 4;Pt'7 Please call us if you hive had any problems receiving or if there are any pages missing. We can transmit or receive faxed documents 24 hours a day , 7 days a week. Our Fax number is: (206)545.4831 Our store number is: (206)545•7f1$ Risko's Seattle III 610 N.E. 45th St. Seattle, WA 98105 <3 iiw y��r�i �r r "`•. ,$ 141', WAl.l..• : 1 i 1 Loio ear PC.44 'Cr l Illl`i'i Iv RY f 0 I W ►r J L.torArgirtd+4 A•1.1 ASSQCIATES' ARCHITECTS, 5631 UNIVERSITY WAY N.E., SEATTLE, WASHINGTON' 98103. PH: (206)10 825.6020 TO: FROM: DATE: / 7 SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM ✓�lLC�?C��.l% c-2+- 16idAy igaotd.e, 0666(0(4 Cta .‘ L ,tth p dew a t - = /tV I off _ -a Cutaa a?,4Ay -1cAA/kii (e)7/ce .e5r-01-714 41,u9-e/u4-e /Wil0 f 12D 7 -14 -Sci .,cAt,a.et� -40 ,fie '' (10 /T2.MEMO) MT 01 Tukwila Immo or Arum - .» M' 0110 03410 MEMO PROJECT: Sheet.. Lot Date: -7 -6- 8' PLAN REVIEW # 89— r 1 7 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. 6Aleafie(22Lere6._ r u�r ) 47 Tai ' /4' M TM' 4 P ULSED ?z.,4 N 147 Co - p o'E E>_e "r4gezettl MAW OWE 4 JoAI l N PriMirloiLrb Ex /Tlie 1t6// ROO/4(5) 7;447 714A . ED / . T? '4QE 14/R pas 0A /$ 4A E ,1` 4 * /L, Bid, ...//M /w1 alp 1X eL) /Oa) 7 ;°,, N dA/D Cwt CJJ17# iN GiEU or ti6. C;Jkcof3 et Flo GoucE go2m.)�� (.lJEh j" fXJEJ2 650 /A6O%6151- App " !4 L1.. 7 ELM' _44gL4e2 � 2 �S4)D avaara &(1 ! Aprz roce ti4121,1144. . , 0131-)4 60 pPEw ,i: z, its �AMtr )C41 Q 7 op //Q coAl6gureN6g ,J tEeEJJENrANt; 'Mc7t2E ''12,1sir ° _._Q --r c4ivTW /ail) /74111,,___ I V A RY & ASSOCIATES .CE "'D CITY OF aumAtILA, TRANSMITTAL LETTER PROJECT: SO(7THCENT6 . ARrf rmwyp sednifcENrog N L.L TUKI.I(LA , WASH /NON TO: MR; 136NLDICTo G�7Y of -TV kINIIL.A. , G. 1DI✓ISICrI Zoo So(m► Vp • -rukWILA ,WA8/ PROJECT NO: FeLcj JUN WADING u. DATE: — If enclosures are not as noted, please inform us immediately. If checked below, please: ( ) Acknowledge receipt of enclosures. ( ) Return enclosures to us. WE TRANSMIT: ( ) Herewith ( ) under separate cover via FOR YOUR: (X) approval ( ) review & comment (X) use ( ) FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order ( ) ) distribution to parties ) record ( ) information COPIES DATE NO. DESCRIPTION 1. (AI) MAL•cENTER A*7 .A .. L '-Zo -8'9 (Az) ,& -rroN EifYA"77014e /Uf/YvL/77eW RAM 6 - Zo -87 LIGHr 44 F FRAMING KA 40t TNcgivreir AseyAe4Aie ACTION REQUIRED You 4Cpka/At- REMARKS. COPY TO ARCHITECTS • 5651 UNIVERSITY WAY N.E., SEATTLE, WASHINGTON. 98105. PH: (206)• 525.8020 'so s' RE: PERSON CONTACTED: PERSON CALLING: DATE: (o -2O- INFORMATION ITEMS: City of Tukwila RAMPING prAI1AMN1 6203 Sousrc.neu eaA•wd - tWwb.WOMrpton Cie IEI mss 331$n _r ICS TELEPHONE MEMO ALA W TSIAtg � 556 -63020 -__16405, 1 , r i t A L r z i : LUAU (N O IC Te.S_T ,T - (4)0 � . � C I •S A V Z E REOuteED F e o t 1/4 4 s pAGe- • 1 sa.- Li, n • NDAwi '-TMW LX f .�� rr titat4c t ' o .Asi -�N4 C`. LT Co lD&. ? 06 Cc:0(2121°o ._ewe vG L "ftmLi. s: .• a. • U-1660..7 off" AIL iS GE? Lv- 'so fris L cektr, pe&s 6_1 — QUA L( ) %sty • ,dL AL1j�c.S NDIST. AI:? 14 r 56)0V, l -j-PIC05 G—G Porttt Nci i Nv-O M A t(,C -r) 110o -ryktis "LA City of Tukwila OWNING DKIr�AyI m4N? 4mta_tutrIlo r \t90 MN 433.11411 PLAN CHIC* Date: (,- 19' -S9 File: # gc!- 1/7 Sheet / of 1 ORDINANCE COMPLIANCE CHECKLIST Uniform Building Code 19 65 Edition. PROJECT. (022 _ /V24 U 1. OCCUPANCY GROUP: /3-2.1 5Tc:1eE EEh2. TYPE OF CONSTRUCTION• 5P ' /Hki.5iQED G LOCATION ON PROPERTY: /U 4. BLDG. HT./ NO of STORIES• FLOOR AREA- 2259 66F 66AWD GE G • 4- 4e0 65F Low: OCCUPANT LOAD • F ?Qlfj- 77/SPL,4(J 41'E4 (74 213g.,)= 17' f �, F/Q Row. na pe la. y lea (zs. 03)-----)- e8 5,r,/50 (v a �ZZ 0/7. EXITING REQMTS. L-0.=-: CP7 5Q o o -rt EXITS F?.0M1141S Ld f_OitAft 61- -6/10 (biz& Ati6-tv.-Liti z6,),(s.1-tBri TAILED REQUIREMENTS Ez)8E.- OC CUPANCY TYPE OF CONSTRUCTION: 1 ENGINEERING REGS. & REQMTS: 1 COMPLIANCE w/ W.S.E.C. 1012. COMPLIANCE w/ Chapter 51 -10 W.A.C. OTES BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER g�J/7 PROJECT NAME I E ADDRESS 64-6 SI- SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) USE4 FU R SQUARE FEET OCC. LOAD 1/4-0 400 SQUARE FEET 1 OCC LOAD SQUARE OCC. FEU LOAD /v I SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET .z I ._74- TOTAL MC. LOAD 4- EIo TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. UIREME ......................... .BUILDING - initial review gFIRE CONSULTANT: Date Sent - Date Approved - (ROUTED) r7-14-ffi '- \01 -V INIT: i O PLANNING INIT: FIRE PROTECTION: (Sprinklers O Detectors -- FIRE DEPT. LETTER DATED: l'()- ' INSPECTOR ►3 ZONING: C MAR/LAND USE CONDITIONS? ( )Yes sell No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- w- O PUBLIC WORKS UTILITY PERMITS REQUIRED? ( Yes No INIT: PUBLIC WORKS LETTER DATED: O OTHER kBUILDING - final review INIT: REVIEW COMPLETED TYPE OF CONSTRUCTION: N UBC EDITION (year): / (CC PERMIT NO. 5�rU CONTACTED . n Xc DATE NOTIFIED /-3/—g7 2nd NOTIFICATION BY: (init.) we BY: (init.) DATE READY .i°1 PERMIT EXPIRES a - 7 AMOUNT OWING 8356 3RD NOTIFICATION BY: 05/0WN CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukuvila,WAJ 981.88 DESCRIPTION 433 -1849 BUILDING PERMIT FEE PLAN CHECK FEE < : BUILDIN.) PERMIT APPLICATION FEES (for staff use only) PLAN CHECK 7 NUMBER APPLICATION M US T ©E FILLED OUT COMPLETELY BUILDING SURCHARGE AMOUNT fe 00 ENERGY SURCHARGE RCPT # l l2: G. DATE Y -7. j5* OTHER: TOTAL x;1:7;3 5-6 SITE ADDRESS ... / d / ) ppiiv PROJECT NAMIE/TENANT SUITE # VALUE OF CONSTRUCTION - $ 36, An a ASSESSOR ACCOUNT # TYPE OF UNew Building U Addition ,M WORK: ❑ Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: Tenant Improvement (commercial) LJ Demolition (building) Remodel (residential) ❑ Other BUILDING USE (office, warehouse, etc.) "AP.1—y. NATURE OF BUSINESS: r WILL THERE BE A CHANGE IN USE? ,(?) No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Tenant Space: ,;? 2 8 ..y/;Area of Construction: J s0 /; -./ WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER .:TA(.. r� J F',� t77 fit ' ere ,.�e,y %�?; •r ;. PHONE ADDRESS . 4 9 " r� RI.l'ct: I''z ` D,CL t,� `,! /'j), :�//(c) ZIP CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT A 5. 5, ."525 ,'620 ADDRESS ,, ",. / UiI /W_ I .116.7,4777f , s7/Li I HEREBY CERTIFY THAT 1 -HAVE READ AND EXAM >TRUE<ANDCORRECTAND I AM AUTHOR D< SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON Z P q13 /r') HIS: APPLI:CATIQN AND KNOW THE;::SAME1T FOR THIS. PERMIT, ..:: . PRINT NAME w U DATE 5—/30/ �,pl PHONES 80 2a ADDRESS 56,ci DIU1LL6-7 `d (0.-1 JJ,/e t., CITY/ZIP $ 5, (6 alaioS" PHONE 515" ,ISC10 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to subr'"ig application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL SCBMITTAL • eetie.O4OXiititt.Ntint • .• '1.4.*:•0.1101.0100 Completed ••••• No" 2y•gete'...bfi:COOI#0010±* '000 011(;(6)i.itete;rifOhril. dralri ltdng :•00#1 ' • • ' • • . . -SeSSOr'.:AtiCetint•Ntl- . : ......... ............. trieVnietentiVbeing:rerniiiiedi:en .. ... ... • materi ill....befrig:lost.0 • • ........ . i■ocf.00e..ok0*irtipeetion'end.S . . . ..40.40100a*.io::40010 • .radi . . 10000:#00::... • • :0■0.7vilnekkientoonc..‘.01•0•0 entaxit..01was. on pian Suotur 1 .:011001010.00,:taitt .!!!....ikeeton .nglneer (i storage 8 and over) Ind .. ... . . . .. . ................................ . .. . • • •••••; • • RESIDENTIAL . . Twa set, (2) at working drawlngsfr which mci •. . ............................... Foundation pian . . Roor $uding elevations (ami views) tUnsl framing Washington ,‘• Energy..0pda data COMPtelid utility Permit appflcalion Six (6) sets of site plans showing utilities . " . NOTE: Bung :site plan and utility site plan may beicorrthineek:::. : permit application and chocidist for specific tiotrtiqal:teqUiren,)ents. Adcitionaltepoaphicil and Soils in fortnat400 may if OniqUti.:i. * . and plane:must.pe,StOtn. • one :for each ' - .....!....... •.....,........."...-.•,....-. ...........:.,:. ...... . ... : COmplettid:biiiidii*PerrhitippliPadon (one for each structure) •-• :::::::,...:::-:....: ......::::::-..:, ........,..„:„.,..., ..........„....„...,....:,.....,,„.•.::.„„.:....:.... .: ..,,,.....-:::•.....: Astetter:AOCOuntNpinber:::...::;:::::..::::: :'',:if'. . • ' . Narrative .deScribing,:eitittingiiipf4tenplpeing removed, and ... .... niaterliittieingl:intital....... A/QTE:A..:cfs#■ • !049f4.: r to final Inspcbon , and slot:::.,'..,,i '.:Offofdte. . ., ::. 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W4) cal-lot-1r vMg t 4 mut) )2114a. cWUii ,rZ7=4 NOTES: - 841-4 "zor-Alrii I, ALL NOM< tv vso. Oe.., 4-4 .444.40K3z4,4e._,:kkij.t.tieS 1413(, ae.,\YOKI,4IN 2 , AA.- pimt-112e2pr;) 1re2 f5 4C-E 11.195 4 4 op° exior 1,04154-34) a14-1074it6 t--4(711, 3. pKovipe ALL c4-1,415,. 4.ArvrI104.5 4, AL-L. woo, -kfAtk.. 14 03." oitApe: o-ie‘6 5, (-.444-(KA‘,.--roK A %1R-KerY 4e.,)›opktly Krr4.1.41 CI 1Y IA TUNIVILA APPROVED JUL 19;9 kit„ et.a. BUI Dli DIVISION AW,44-irrear FILE COPY MQd ifikk§P.M41104114.411tpprovals ar re. • subject to errors El ncl cmsicr an(! approval of trZtilae,f0RoMirslic., N11.-tt Nan o anY 414..rer r iZ1(411,V14, RCe."7,c contractors copy '-., ap , By. /f ‘,1„, - - Date / der 1 V Permit No SHEET INDEX 1-aiR 1'1-J04 , 1Xok beAtr)1„.4,0 , v14-3411' mAr! Y1ote,M041 t-/,1i 04 S1oRelrivt..*.i1' t,,„4:4 174,11-1, R.11161.47..-rozo 44244 pt,44.1t 1.-1641546.4 MAW j >1kil;bNitki0K 161,4\0t-nowt ff. 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TO 'EMAII.1 19,41.1--• )12-00151-e17.-, N.(101.-.P kit V/ STor•9i ),.IT., Fici [Re) ./0LP I r-vokri 171F.1.-AY AMAL] 4" 11./133ER' VASE --ryP [ kr-Ak PLA''A41 NORTH SECTION _ REMoVE (-L1)-11-115 TILt SiDV cov-943 0Y15.-r. 617. 71-4.16. TO viArc-ri lT:z:,\(p, 617. NeloVt 5-ToRaFsr,m-r- poog. V'/ALL 1411mPoN-) Al"frirM211111•1111111.1T DEMOLITION PL.AN /4JI11.011 - / WA" NLYVII7 (-.01-72) ev'x 166A WIN, 41..Z* JOIST reo L.-eYFT AReA 5/a" EM%'• ry nallge WL.P 55o - - • mr-rtg I/6 GtY p, LiP 50‘,/e•K* 4.°)( ALV, s-r,.., SILIP•5 vo" uj •-Yr ARflvfloL 151.-aN 69" • • ?t- f;Tt• / ABLIVAtair / -•••\ •••-•••. 4.1414.• -1,!..11Pr.41E2FAIKAP-4- t. Apw AVIV Aiiir 4 1 1 12 1 1 I I 1 1 I %I MMOYff 51-1a-.\M 4 PI5r1,-AY 45T4 e pmiskk; NALL_S . MmovE axi51-1/Q6. AY-N CILJk 4 L14,4-71-hx-rutzE Aoole. •••■••••■••-••■•■••.(In. •••••••••11.11•••• KOMOVV* ey157.51-PPLY AIR wooe/m/opsa. Kats4ovE 176-drc •-••••••,* C15545r1555 kkilt7 . OPM L I5ThL(; 4' F‘1,5651.-1... 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' - X.":,i;t-4" !,-;te,`,..:',;tf- ,...i;•-.2,;.•/•-f'-,::-'':,:"..;-.:Y'2-.,;:- -,' ' ',----''',' ..- / --+ , ' :','' '"; , • • ' ' ' -'-':•2=. ;2';' ' - - '''''''''■'; ''';/ - - • - ""''''' 1 • ' .; '', .'" ' ' ' " , • , , ' ..•=211r 4017W411 kMOVe... -1,,I'•71". HAW.: UL4r itcr PI-le/11)(1°1M 5 - x151 1/0,1.4.- el. DOORS -ro P.A11 1,W". v\LAT....K -TANK 081-Fit C.1-1 014 •TO RdtvW=5,1Ki I 1 1 1 5 1 LAV. pi) 1 1 'rEts/10\iff Pe:t91k* Roe.ft,t1'e -1-16•RPNIK KEIJX..4crt kitKI l.-0(.4110k1 DEMOLITION & CONSTIMTION NOTES 1. ?MhdO\f"6 A, -. ALL. 44L5 E,P6-01?50#\41kJ120/kiS SI-101&/ki ON PLAN., - ALL a't)4. 17ISPLAY s-roR46- NALL.S S-1-IONQ Oki Pt..,AN G. 51ofzer--44-r - ALL 11L -N -J :'E1A7L Ft/..* - crai....11,4 -TILE c IkAls'ie• 2. fe,1•/lov DIRT" &•• brr4-feR r•e2K..16w P5r5:4';1?,9 4 C-.4o.% 4 mg,c..AL4i...K. 0.1110e,10 /e. o1 bed)P No-K4 3. ROA0\1. 5PR`k.ii<t.2rkf •-tr-:...'SP5 4 •St7)F0-4(1,1.7-K MoT o af.. PE 1,F.„2 4 RE -Rolitt. PIP*-kr 43‹, SrAe-E. 1='IP11.166 c:,."4„1 L-ori" 4 4V-'P AMA CITY OF TUKWILA APPROVED !JUL 619/3 411.4.4 BUILD! D'' • TUKWILA, WASHINGTON SOUTHCENTER MALL-SPACE . RECEIVED CITY o TEMNILA JUN. 2 a l9 -39 tItiltinte lxLAZ.0464 `r \I'. 1 (Z5 it oAk 5iZ P tLAM : ( Lb coRE)S 5. 1 rag-1713t , R 4." -6Y-P. 130, --- GLASS 5/q x/1 atks.. cwsulz -RIM --~,soLlb Wp i3L k'G 6"x22G,A,51L, '1111 IG►''0.; I'5OAk,7rieiM- 57,4114• zg6 IV6,I1 - (641147" auf AIZ * t3EI,aW GLAzIt•IG FLAT (51,AGk), 6,11.001.16.0 NILIPON &SU\J 1, _oil - -= 4"2 Z GA . 5"CI . '511,05 iz . 16'" D,L SSGURID • `Ia 11.1 -tog ►Me • •/4" N 7.0.- PLYlictP Ma me 3 11x311x3A1," 511. 'PU • I MI Nps To 5LPFoRT sr: i i 1or=,AM MIRROR I � LW )4'' s-rL•. 'ru k1' o. -.)KO 4.- 5'TIzlP— +f`(t� ' i c - up GRILLI; • 145iNG 50G1.1R0.7 i? 51L, 11.1 6 "XZ04A. GALV. 5-1,. -I.-1RE TO 'i'U ►' PC 1 -4" VERIFY 3x3x Mb. sit. -ru ( IEL V 1/4n 'rrMp61LA5:"rYP 3-12K rRoilf H 4L7 IY"�I1_P,1 2.x6 AI3oVt (.;,LAZIt ; 4 , TR Wp. 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J 9 1n 111111111111111111 11 „„,,,,,,,,„r,Fp.„,„, 12 3- A C1TY OF NO ILA APPROVED :JUL ith. .4 G DIVISION • ; r •