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HomeMy WebLinkAboutPermit B94-0227 - ELECTRICAL DISTRIBUTING - WALLSCity of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0227 Type: B -BUILD Category: ACOM Address: 3414 S 116 ST Location: Parcel #: 102304 -9012 Zoning: Type Const: III -N Gas /Elec: Wetlands: Water: SEATTLE Contractor License No.: SGACO * *084BS Status: ISSUED Issued: 10/13/1994 Expires: 04/11/1995 Suite: Type of Occupancy: WAREHOUSE Slopes: N Sewer: VAL VUE TENANT ELECTRICAL DISTRIBUTING INC. 3414 S 116 ST, TUKWILA, WA 98168 OWNER BEDFORD PROPERTIES 12720 - GATEWAY DR., SUITE 107, SEATTLE WA 98168 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 CONTACT BOB HART Phone: 206 778 -2191 6614 204TH STREET S.W., LYNNWOOD, WA 98036 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF OFFICE /WAREHOUSE SEPARATION WALLS Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: 103,000.00 Total Permit Fee: 1,077.00 * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Center Authori d Signature Da e I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Print Name:_ Date: Lc Tit1e:j4ce 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, 100 TUKWILA, WT 98188 ••••• r‘. • .,-• • '','? 0 ■:,`. ,, ,• , .,, • „ -•.y-s.,A, , -A; THIS CERTIFICATE ISSUED PURSUANT ,T,0 171-1,...,REdiiREMENT$ OF stcykou 307 OF THE UNIFORM BUILDING CODE;'' CERTIFYING THAT AT THE A-IME;OF:113.,.1.741Aket THIS STRUCTURE WAS IN COMPLIANCE'. `,VITH,=.T1=1E, Op..Olow:-"oRDINANcEs9F, THE ,CITIY REGULATING BUILDING CONSTRUCTION OP/USE ANth.AAL,1.1 APPLICABLE /=CITY FIRE -;CODES .1., FOR THE '.-FOLLOWING : - Tgeo"p4'I ,/Aa/„p) d:yt? t E-'';:.?- 1" ;.. ,..:i.' ., E C ,.T/•, .r. R U • AP.,, L AA ,.DI.-„ . 4 S—.`• - TO, B- .,L, , ,) T''—IN= ' '‘G ==.• 1 INC. N.1 C F e ki t;',; , , NO..r' ,, . , 4,r-,A.., ., , ; ,-Br,;.„o '.,\=., ;.9 41=\4%, \ 0\tf,c,:A, ;d, . \ ., . , 7 Building Adds: 3414 S116 71 )' '/ Su i te No: Fat,c7 0 # : 1923u4-9012-, „ :.,3. POwne r=:-• BEDFORD PROPERTIES! `,. . ,. =:=,..• • „: ' .. ,,,,;-• ",. ' . t (ccupancy j: WAREHOUSE Occuparldk Group.: B-2 t/ „, • ,•„, .„===•:, /„„„=„, • A. • Occupant'Load:` Type of Co t) s t : I H,0 CONi0U6TION•tOP,OFFICE/WAREHOUSELSEARAtIOW-WALLS /=! ;!' ' ' t . V.. ' ;,•1 0 , i •■414141112 ■ ,:v. , , ,.1.' 1' i4 '' i ''. .. ........ ,4 0125k pi .. i :' \ , LrakPrFrEdIAL , DATE c,==..'• 1,':,,--„, • ,, „. „::. =, /:: '.. '' ' '''''' ' .f:-.,,,-...A 0 - `;',1, ,},i•,;;;%., THIS CERTIFICATE MUST BE CONSPICUOUSLY POTED ONrT4E PREMISES CITY OF TUKW/L 4 Department of Cd .., nunity Development - Permit Cent., 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS 01414 tllp I O. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT,. TE1 .P.PRO:V£D U.IREMEN' BUILDING - �Dib_gy initial review FIRE \-.2 31V ROUTED 9 ,- 26,- cJ'v INIT.4114 INIT:L + 6//7 911- .1- P -LANN I NG- �E� • F O PUBLIC WORKS N 4 CONSULTANT: Date Sent - MMEN, Date Approved - FIRE PROTECTION: FIRE DEPT. LETTER DATED: Detectors N/A INSPECTOR:) pt./ °- . / ZONING: BAR/LAND USE CONDITIONS? ■ Yes REFERENCE FILE NOS.: MINIMUM SETBACKS: . _. N- S- UTILITY PERMITS REQUIRED? Yes No E- INIT: PUBLIC WORKS LETTER DATED: O OTHER INIT: BUILDING - final review g BUILDING OFFICIAL to 94 INIT: •�i► -;�i INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? es Q No UBC EDITION (year): rig t REVIEW COMPLETED AMOUNT O WING: �(�! t .+ .� CONTACTED 6017' ,,iQ ( itf DATE NOTIFIED 1D—rd'" qt BY: , (init.) 2nd NOTIFICATION • BY: (init.) BY: . (init.) 3RD NOTIFICATION 01 108 10 9 CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 93x1/ w Eti BUILDING PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION AMOUNT .RCPT:>;# BUILDINGPERMIT L PLAN:CHECK FEE' BUILDING SURCHARGE OTHER:'. TOTAL' • ;aj SUITE VALUE OF CONSTRUCTION - $ ' /O3 peaCD's -= SITE ADDRESS , w • y fps , .. # //6#' '5T ) PROJECT NAME/TENANT Ei - G7/z -/C Z7/57-tel 6/7- /,J el /nJG r ASSESSOR ACCOUNT # I Oct 3 O LI- 1 O Id TYPE OF LiNew Building U Addition ,Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: •.,jsrAvcDam) er c,c�jee., -ro ^'A,,eg v5r- SirPA"-A7 -N w■[.LS. 41 °FF /cr ,q,- �•A.. k/o,e,t. 4:jeA„wzmaj, I ilc,e-r- trlv/V wptit -5 pio t.eLkir� /1?/� A7 rte$ n) /u=s s 0) 1,4 T�n1".- /,,,af= BUILDING USE (office, warehouse, etc.) �f1 /$ /4Pj0G / CAT /oN ,C�asS / ? /n/i/'uLt't OF, / c f 5 �2 V/L..�.v,,v,,,o,ee -74,) v 5 •/ii. 6wo - /A) r-� 0 vs. . /4114-E>4% �. NATURE OF BU NESS:E Ecr, /c,, - G v/%0 "1En./T' WILL THERE BE A CHANGE IN USE? . No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: .7 66.3 Tenant Space: ZEE.} Area of Construction: 5 S s7 aF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 'No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER e G,rie r CAC. 17/S?�' -lam U77A/4t JAXi - IPHON 3) 2.24,— yo4 ADDRESS / ¢p Nw /gam'' .°✓e FveTLANu=' 02. ZI Per 7t4� i CONTRACTOR --.- � �C2,(�g. rrD _PHONE -77 , /1/1 ADDRESS 6 c/1 Lj s c;'t1 ^ '.1 • C I- f ZIPcr ;,,3� WA. ST. CONTRACTOR'S LICENSE # 3 (4 . L, 0, -,0-ce," K S EXP. DATE ARCHITECT r - 7f2.A.A/ /rim 4,4.0y2,7 Cf, /i< /,la ' 24a/✓ PHONE 4.2b) Ia,ZI- 3W:1 5 ADDRESS /2•Z-7-2 /3?'/. G?'" NB' i' 23 , / '/:,.v7.-,,u.E. //z. ZIP qt:oS2 l'.HEREB.Y CERTtFYT BE TRUE..AND':.CORRE! BUILDING OWNER OR AUTHORIZED AGENT 'E READ >'AND`; EXAMINED: THIS:APPLiCATI,ON AND. KNO ii AUTNORIZED;TO APPL Y'`FOR :THiS` °P,EAMIT, ..:...< SIGNATUR PRINT NA DATE PHONE .77 e )-/'/ ADDRESS 6C/./ z. I ti CITY/ZIP CONTACT PERSON � f / , /_ .�ax /T$ divq& PHONE 7 7 • APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sum 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 431-3670 prior to submitting 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 architectiengineer, 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 431 -3670. DATE APPLICATION ACCEPTED (0— /Lo4 DATE APPLICATION EXPIRES �� ' W_9 'V,NG, : thk• k* AA* AA• k• kk• k* A• kkA• k* k: 4• k*• k* h** k• A*** A**• A* *A:AAh•k•k *Ak * *•t.••AA * *k * *kAk* GENERA 650.00 CITY OF TUKWILA, WA TRANSMIT GENERA 4.50. * * ****A * *A * *•h * A*, 1*• A• k* A• k**** kkA* kk A*: kk* * * *A*A ** * *•k•k•A•!t *Ak *Ak•A *A *k TOTAL 654.50 1 F:ANSMIT Number: 94001313 Amount: 6554.50) 10/13/94 11:O6 CHECFK 654.50. Permit Nan 094. 0227 Type: 0-BUILD BUILDING PERMIT CHANGE 0.00 Parcel Na: 102304 -9O1.2 10/13/94 6450A000 15 :37. Site Address: 3414 B 116 BT Payment Method: CHECK Notation: SGA CORPORATION ] :rt i t: SAO k** *•*A*A * * *k *k * ** ** * A** k** k**• A*• A** k *** *k **.h * * * * * *•Ahh * * *kh * * * * ** Account Code 000/322.100 0OO/366.9O4 Description BUILDING - NONREB STATE BUILDING SURCHARGE Total (This Payment) :. Total Fees: Total All Payments: balance: 1,077.00 1,077.00 .00 Paid 650.'00 4.50 654.50 w�.r€..:.!•:�;.�yi!'�s i\...._••.! . M^T` rn7 "rt' 77".w.ar. h * *** * **4 ***hh****fr ** ** * * * * * **• kit•** ***•k * *•k * * *** *h **k* ** *1* *A**k* CITY OF TUKWILA, WA TRANSMIT **.* k**** A*4* 4**• k**** k************ A•** *•k** ***** ** * *•k ** *k * *k ***•* *k* TRANSMIT Number: 94000705 Amount: 422.50 06/16/94 11 :55 Permit Not B94 -0227 Type: B-BUILD BUILDING PERMOii 16/94 Parcel Na: 102304 -901.2 Site Address: 3414 S 116 ST Payment Method: CHECK Natation: FERRARI DESIGN Init: SSLB ** k***************4•*** 4*** k***4*** * * *k * *A * * **4 *k * *4**k * ***A* *k *•k Account Code Description Paid 000/345.830 PLAN CHECK -- NONRES 422.50 Total This Payment): 422.50 Total Fees: Total All Payments: Balance: 1,077~00 422.50 654.50 GENERA TOTAL CHECK CHANGE 2858A000 422.50 422.50 422.50 0.00 09:09 CITY OF TUKWILA Address: 3414 S 116 ST Permit. No: B94-0227 Suite: Tenant: ELECTRICAL DISTRIBUTING INC. Status: ISSUED Type: B-BUILD Applied: 06/16/1994 Parcel #: 102304-9012 Issued: 10/13/1994 ***0(*******A********k*Akk*k*kkkkkkkk*kk*AAkkAk**kkkkb*Wk****kAkk*kkk*k*kA Permit Conditions: 1. No changes will be made to the'plans,uniess,approved by the Architect and the TuyWila,BulldingDiVfSidn 2. Plumbing permit shall be obtained through tha,Seattle-King County Departmentyof PublAO, H'ealth.,,ylumbing will be inspected by that agencY, ',! includlhg all gas,:pipin§",.., (296-4722) 3. Electrica,l,permit'ihali'be,obtained through the,Washihgt:On State DiVy0on:of Labor and Industries and all electrical work widl)i)efilspeCted by that,a4ency 4 All me0anical Work'shall be Under separate permit 'thOugh:y the civty of tukwila. ' 5. All Oetmits„'• inspection record, and approved plans shall be maintalned-available at the job Site prior to the start of any construction These documents are to be maintained available until final inspection approval is granted. 6. When special inspectionJs,required 'either the owner,' • , architect or engineer shall notify the Tukwila Building' Division of appointment of the inspection 'agencies prior to the first building inspection Copies of all special', inspection reports shall be 'submitted to the Building Division in.a 'timely manner. Reports shall contain address, project'nama, Permit number and type of inspection being I per for 7. The si$ecial;inspector shall submWa.final signed report - • stating':.wheiher the work requiring special' inspection was, f to the best of the ,inspectors knowledge, in conformance with approved plans and Specifications` and the.applicable,work7?,if manshipprOvisionS of the UBC. 8. Any new ceiling grid and light fixture installation is required to meet lateral bracing ,requirements tor Seismic Zone 3. 9. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet In length. 10. All construction to be done in confer Mance with approved plans and requirements,0'thp Uniform B4110hg 'Code (1991 Edition) as amended by te;tilisfiliig,ton,State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1994 First Edition). 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. SPELT • `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I INSPECTION RECORD C Retain a copy with permit PERMIT NO/ (206) 431 -3670 Project: -1ef r• AA. Sr.:. Type o nspection Zei Address: fly Date Called: i 2-- spea`��` al I struct ons: Date Wanted: . Gf am p.m Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. Date:, — f ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pal 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: fie: • �P! :.::IA4 `�,`.+r ",•,,.4. •a, ;M.tr.. .:. ':t7US,..;�.rvcn ;euU.5.1 ,INSPECTION RECORD L Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431-3670 —Project: Type o nspectio : _ A.. ress: .... tv ` c //44 1 1 :1 Special Ineuctions: Date Wanted: reRequester: Phone*: Approved per applicable codes. COMMENTS: • Corrections required prior to approval, nspector: $30.00 REINSPECTION F REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o.: Date: INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Lf)V1 D0,9•7 PERMIT NO. / (206) 431-3670 Project: ...1e lype of Inspection:ew h/4 Address: 54/4 Li //6/4.. .51- Date Called: Special Instructions: cr,_ sLA,...).a Pi ty- Date Wanted: /Y// / 94 •P'm' Requester:\ i Phone No.: $1 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecep o,: 0 : .'• C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project 2,9 5„,_ - Type ot Inspection: N ct.4. / I, 0,7 Address: --ejit.4 5 , No , Date Called: t pea InstrUcilons: • Date Wanted: / /fr 74—L1- 4) , Requester: ',.....243 Pone No.: <.I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' if? $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD '` Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 roe ype o nspecUpn al er Millinlir Date Wanted i / t [ P.m. Special ti Instructions: ,� frifi'(,LdtSd ,. ,.(0yri jh I q9 p.m. Requester: Phone No.. , 4.7 11( Approved per applicable codes. COMMENTS: ''6 / . , Inspector: o Corrections required prior to approval. . /lLE& .4 - Date: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Dale: d at INSPECTION O. INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431-3670 Project: Tr ---)f. Type of Inspection: 444-ikili Address:'347/ S j/6. za...„4...e., 3.-1 Date Called: /7 & Date Wanted: aInstructions: Special Instructions: Requester: /en PhoneNo.: x... G-v' APP it A vT-9 A L ?..)G CI Approved per applicable codes. r Corrections required prior to approval. COMMENTS: • 1--\ . . v-v■ — CWiNt-IA---o,a—_, b.r6 1— r\ s.r• •g-t ---' - Li -r Li\ (.,-V-2 LA. P. E x... G-v' APP it A vT-9 A L ?..)G S.„. uc\—v■ .-t 0 .43f-5 -t c.;Et; 0 t.1 '-M. A A ereN vtf CAN N-(LA O (— fachN (1.— t.ro-i— Appuviik. •, .-,.., nspector: I /0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No Dale: ,skilaillirearkixeEuti..Akaks.s-LiallAbiattaigia&Va4113. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Project E t1s-- Y5e o nsped n: C Address: 3L hf { -& Date Called; 1 1/ / Special Instructions: Date Wanted: r 1 ( /( b ti '! T am. 3.: Requester; Phone No.: .g_Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,t.R. J. ATt e--- ,9 -Lek.a. Inspector: I //69 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: �= e: s.seii,:,soWticitlii iaieu. whoz dAiit,m ce n sex.. rs �A,,,.,..K��..a,� - - • iI I S•ECfIO 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9y Dvb. PERMIT N0. (206) 431 -3670 • ro ect: 7ria■n,•. • e Dr. ype o nspeaio„ wit► ff '!� ,eaeCa e•; f /57# . ••ress: Special Instructions: /t.�O�Y1 d://e �(,i� /%`t,� ��• Date Wanted /Avail, / [ ark,` p.m. Requester: f'honeNo.: //i/% (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: J S r .,�.. V 6F s• tibn LAS • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIO 0. o INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 q4- O PERMrTNo. (206) 431 -3670 7 roect: G A ea, nspection: van / .5 . / :: • • :. Sp: .al Instructions: Date Wanted: P, am. •.m. Requester Plane �• .�'0 3 --, • f' Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' /£ r f t-oo4 a CE A izefA S /'i L+ i 1) (t nLI CA L 140aar- ovA "L. . [Inspector: Date: .5/qy El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceip o.: e: tivSAtlY:tAOr�{LrdVC *1�4 ila.�..y'- •r •=' . r nw;:llcs7�...:st,tulnta..lY. r.�ire�lJii_J..L_S.�rr..a s..� tr...l r City of Tukwila Fire Department Project Name Address /-� John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ic A / riy., Thomas P. Keefe, Fire Chief Permit No. (2941-(3 Retain current inspection schedule Needs shift inspection Suite # 4_ Approved without correction notice Approved with correction notice issued Sprinklers: -� Hood & Duct:, Halon: Monitor: /1 1 Pre -Fire: Permits: Fire Alarm: Lf Authorized Signature FINALAPP.FRM , .,' Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 5754404 • Fax (206) 575.4439 Fireproofing Aggregates Shotcrete Concrete Masonry Aspha1,.t Roofing P i l i n g S t e e l S o i l s W e ° fS'ecember 23, 1994 File: 94 -656 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 A.A.R. TESTING LABORATORY, INC. CONSffluCTION INSPECTION A170 1AAIEHIAL TESTING: NATIONALLY ACCREDITED LAOONAIONY Project: EBI Address: 3414.S.- 1.16th.St., Tukwila, Permit N B94 -0199 and B94-02-2%`"� This is to advise you that special inspections are completed on the above referenced project, The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced Concrete 2. Structural Steel- Field Welding 3. Moisture Testing 4. Expansion Anchors 5. Roof Diaphram Nailing 6. Siesmic Tie Straps All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated November 8, 1994, number 9513. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Freiheit President cc: SGA Corporation - Jim Sylvester Afghan Associates Ferrari Design Group REC V r DEC .2 7 199 GU. Redmond Tel: 881 -5812 Fax 881 -5441 • Bellingham Tel; 671 -6430 Fax 671 -6563 • P. 0. Box 2523, Redmond, WA 98073 .E,D. 1 94101 I ENVELOPE COMPONENT PERFORMANCE SUMMARY CITY OrTUKWIL 1� f 410 94 PERMIT CENTER THERMAL PERFORMANCE CRITERIA ..l• : .... }.:... ... :.,r }i?:. }q. r. liis..FF)Y :Y } +..'r.?.r .)} };..?....;r.} {ii :K.:: fvv • }3- ..p. }: rr: • r: . v:{,,.;k. ; } : },4 ..✓,.r. F. .d}�Sy.. % i y '# :.:V rr lr .r. is fiY 4:0.: >S: 7.•YF' �•r .: y�VyUyy)) ^( Y %ic:.r:`••T,'•r...v r::?.. Ae.• :�' {• �SAM•MM�:A.. Y.. /f. .� .2;: ?;) � .. / .. ♦ . ........... .... .... . .. i... !. fS ;r: •. r..• ... #: r. `}. Y +;:t F }:!:;:4:. , i;:ih^.i} }>. }.. {rr:.: .}Y.`''''':::.r.. (( .. fiiF .i$:r Y:dYr /.• ; . /.•/ {F..• : , � ♦��{ :}.u.Svi:+ ..?.: }i{ p i '.U'.AL1E ><:•: '• :.$:p::S ..:....:.r. ........ . .. J:f }: ::.?.: ..K r.:..:ri.. . } }}Y }:ii:;:::{} #:: }i}• {:: }.x „4 }, } } }Yvry 4:;,S; rr:. ::d!.1... .::r. 0.•:::::::$:::::::::::::::. S .:%rr .r?.. {:: {rn, ����y{ ' •°: /,., ?.:.5 ? {;f,.•diS11 R{TMA::• {iF r .. }S :.x.:' :r:i:i ±: : %:5• ?%:r... +t . : "$, •:: r✓::} ...:. )' yt} :;•,: h4%.1: },�'. r... ! r:: :ifv rr '.?%$? Ii{ ^.9:../....} '•::S:i: iii { .�'i +::. ..4. ih: } %!•: •.. r,.•4•;i,: WALL .25 ¢ 2501 1 oL 2,S 5=15 (, & . 15 CEILING/ROOF .035 9' FLOOR .05 __.__y.L7.19 _ .. .k.9r..{r..v i 0. :. :. Jr. .r..v ..:; .r } F ..:. • }:.!. f i.: i 4qq :f : ' }F t :}if .4Y :. f : ? •. :v. +? • .:: r • .. ';:: h?{4' . }: }: r }!4. )••C r.Y ? ..!•i. F:•}: : . : #r6.•, ,: {.} `.. v . :.: . . • } ...i} ..: ..}} r. ..•. {�, . . > •�.•. ..Y;..•r . .. . S . .•.,.r .:; :.S S: { .: r..;F ?:}i ? .. '}:Y: ii. i i 1. I : :: ! i. R; ..4,.5 :A. :.�. �. ?r:d .:. } }�.ii .}.. }}.} k}.:::: :{•;y.F.:•:� is :•.. % `. }:,::..Rr : : F: : : .v: ..tiR1A1FM rin !; %:•::o { F:.:. • ...:.. • :. }r •: h•:.}o: • {4• +{ : �y�7r SLAB .56 505 ' )&q./08 DESIGN CRITERIA TOTAL I571. /.3 4 PROPOSED DESIGN ASSEMBLY r • WALL le-fr 'Fwa2 Peg % v % TD ZNO FLo3A Pe2ime A .o5 1376- l l 681 ., X4,91 Fug-F.0 God GReTE ,oq 8937 60, 31 GLAZING 1112 655,84 DOORS . cp 1814' CEILING/ROOF SoFFIr FLOOR ,o4 10 4442 -° 32-84/ 32,6 SLAB (insulated) SLAB (uninsulated) 10 303' Z .1 .73 PROPOSED DESIGN TOTAL 1 3,85 ae PROPOSED DESIGN TOTAL MUST BE LESS THAN OR EQUAL TO DESIGN CRITERIA TOTAL A SKETCH OF THE ELEMENTS FOR EACH ASSEMBLY TYPE IS J EOUIRED TO VERIFY UA TOTALS 12/92 r ELEmEN E 1,L1.1 g21- SKETCH OF .ELEMENT-, 11,s 1p6 46.Iv4OFF era 11.1 P.; .e Wax., -0!O 1't ips FitoR) Material : .Thickness i(Inches) ;R -Value • Per inch, • `R -Value : •• . sSol•id. It-Value., Cavity • SIejl 6•v•7• • 5Gv • •6(D • 2x4- 4-si-u o �� �. �2 I • z- 6,88 -___ -- - ' • • '� Sum of It- Values . 7, 3 Go Z. I . • <x: Framing Ratio • rM ,,,-,f. Solid U -Value X Framing Ratio a) O ` '07 ; °. 0= t/R >>:> i , 05 1- Framing Ratio 9A : `4:fk< 88 ,Cavity U -Value X ' °' � b O ISum of Adjusted U- Values (a. + h) • . • • .,.,0.* • !Area of Element• • • . %Net Area • After. openings Such as'.Poors,! . -, :, 'Windows, and •Skylights • Have ®een'' Subtracted EOEMENT 'Peg.' NO SKETCH OF 'ELEMENT swipa AIR•"COFFIGre gltal~� . et; b!‘ Coy y 1. U, T1 INSUI.I4°11G1J ` ' . cfTUPib .e z+1119.4.•;., • •..: .. . • • ..01;1'i %,E :'SIR 101.-0A. ►i:;40' Fi. of.) ;:Material : .Thickness ,(inches) ;R -Value Per Inch, ‘R-Value:. . :Solid R -Value . Cavity 00%cs , :!g. ..6,$ , /06 5/46' 6 -1 "l - . ` ..5-6, • (0 2,, .-•r H LlUJ L4:1-1 ;1,. G ,c,o we6-W47,,.. " ,.5-ce . SCp IIJ' l2 AI }Z Cob -Cae . ' ' Sum of It- Values 9.06 Framing Ratio £p ;. :`Y :;} %t %}. Solid U -Value X Framing Ratio a \ '_``` € <a'< ;ag,: h{.}, U =1lit t :'' 1- Framing Ratio -, w • ,Cavity U -Value X 11- Framing Ratio)' , r ,; <. bj ISum of Adjusted U- Values (a • b), • ' , (Area of Element. '• tNet Area After. Openings Such as..Doors,. ••.. '•Windows, and .64/lights Have Been"Subtraoted'� ��' •" . :ELEMENT' ftJ1i7 . Gods -. M- • (s - SKETCH OF .ELEtAEHT.. ..01:4 -r i?s :AID:.. -- •Material . ..m Thickness !(inches) ;R -Value • Per Inch, • ‘R-Value:. . Solid 11-Value Cavity UUT‘2.Ip J - .I 1 .11 COIJ (-..palJ L• S" • 08 44- . (di- St TT I L U LATIDID ; s5 S/v'' ea 41 _8 • 60 . (O I OSIne kNIg i6v •60Ci . ' `. Sum of ft-Values /0, Ca Framing Ratio 1,{y: > < >. >f �•:!: Raj: ya .fS': >, >.R,`% %`...:i'r:.`.:.Y :: :B.('x. Solid U -Value X Framing Ratio a) 1'` 0x' {' >,- U= 1 /R , . 1-Framing Ratio si ' ,Cavity U -Value X 11- Framing Ratio)'' • b) ISum of Adjusted U- Values (a + b) , ' • ..� • • 0q rr 'Area of Element. • . %Net Area • After. Openings Such as..Doors,: '• ': Windows), and •Skylights Have Keen'• Subtraotod 8 9 5'` • . ELEMENT Ik\"Z 1,16 SKETCH OF ELEMEN,T dUTcbipa 6I . J51L 1 E.D .: lot.Pb:b kltV2." AIR. SPOCa ;:'Material . Thickness ((inches) II-Value • Par Inch, • 1R-Value:. . :Solid R -Value Cavity I tJS LJ L. th LA % .9 . I JS11 A) I2 ' oGoa ' . ' . Sum of R- Values ` '"] t Framing Ratio • :'Tr..<•'>, >? n� >t Solid U -Value X Framing Ratio a) s'Yg3K':`j' a:'did4 4. . 4`•.$i. '. o I. 1- Framing Ratio ���` .,�. { g , .Cavity U -Value X 1- Framing Ratio)' ` ` - !Sum of Adjusted U- Values (a • b). 6.7 Area of Element - %Net Area .After. Openings Such as.Doors,: •• I.iWindows, and .Skylights Have Been'•Subtraoted / 1 ' Z ELEMENT < 1 'SKETCH OF ELEMENT INhiOE AIR 6AT-r N uLATIot-1 HE-rAL (- 510211 C D.G. WISS '/2' 6IW 5 oi.l'rhipE AIR Material Thickness (inches) R -Value Per inch R -Value R -Value Solid Cavity ou-r o Ail, /'7 i/Z :1 GIW5 F7A-r-r I O uLA-r l o r'J lNr-D► OE At Sum of R- Values U= 1/R Framing Ratio Solid U -Value X Framing Ratio U= 1/R ,10 1- Framing Ratio Cavity U -Value X (1 - Framing Ratio) Sum of Adjusted U- Values (a + b) Area of Element i Net Area After Openings Such as Doors, Windows, and Skylights Have Been Subtracted 1101111MIOMINIMINIMIN•11111111111111110•11119, 4=0 • -T' D • t agENT, I� SKETCH OF .ELEMENT. 5A-rr LA-no ►J olrA Ivy A i ia::� -i LM . 1}%uhL* UIP: . it4.P... • inft-tie"4 /A Iowa WNW VAN �•uaaa�a .Material : '.Thickness !(inches) ..R -Value Per Inch. ' \R -Value ..•. . ;Solid R -Value . Cavity OU 'I2 . Al .'`i .I.1 O i l T -UP izai ce ' .35 .'- 1.6,- -r-r 11Jsr1.i t-A-r J _._- I C.J1:1'w1. ,., (i(/1.Y..51. C.#1.L ), 2'5 I .Z- 11.1112{?... Ac IF ' . Co i5 • Cv s& f 7 A - r - 106u L.41- I O NI ._ -___ -- I woofl 4 -) Ur;_ P„z.L(oe, 5 1/2'► 1, 2s G , 8 7� ' ' `� • Sum of R- Values ' c 3 3 J, 0. Q S, Framing Ratio ;' <` Solid U -Value X Framing Ratio a) of q 6 .�,' : , � ...� �; U= 1FR x x U3 1- Framing Ratio ,Cavity U -Value X 11- Framing 'Ratio)' :' � .:4A,*, i` 6 /k: 5 s' . .f7AC .Py Kam',. s s' E << , R y. 3 1Sum of Adjusted U- Values (a 4 I)). • ' ' • ' ,?:1Z1- !Area of Element• . %Net Area • After. openings Such as'. poors,': -•.., ':Windows, and .Skylights Have feen''Subtraoiri,d 4.4.4 Z 1 pct ,let5 Lay, ?9,4 104' K I 74 = 36:-)1(104'‘' , . 4 Ca , Co 3 X (d + z (i e,c3) U-7675) aa am �.` 2 9Z (x>no , xa u -, 4r- .4. - " 'l( .0 ' „11 RECEIVED nal 1' , 29 -� r '1 ��� CITY of TUMMLA SEP 1 9 1994 PERMIT CENTER AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S.W. 8arbur Blvd. , Suitc 175 Portland, Oregon 97219 (503) 244-2450, FAX 244.2887 v ctsh..►Z4-'1 BY 1 OATe . )1 #4 CHK BY _ JJ OAT�— J0B NO p�, SHEET LtdMI, OF 09/16/1994 13:45 5032442887 e, ot) AFGHAN ASSOCIATES ,C Co 4- , E + 6o9 = %, a , o4 4- , „4 (.‘c) 60,\) ,9ea AFGHAN ASSOCIATES, INC, _,�_„__ , S-17 t CONSULTING ENGINEERS 9320 S.W. Barber Blvd. , Suite 115 Portland, Oregon 97219 (S03) 244.24S0, FAX 244.2887. DESIc.,it) PAGE 03 OEFL , 4- k 9,914- A ��� BY Ll LOATE eHK BY . DAT@ ,108 NO ....�`'11.�.... BHEET L OF 09/16/1994 13 :45 5032442887 AFGHAN ASSOCIATES PAGE 04 ALLOWABLE MOMENT° 28.32 K -FT fc =1941 PSI fs =32.8 KSI k= 3.38 INCHES jm.88 b n d As P M H 12.00 9.0 9.8 1.20 0,0 28.:,j 12.0 ;Jr •l" 3 u goo M 4 Lr CA a c k,. ) I IQ t:Dv..J 1.-kE A0 `L LA) )4,5("4- (. r 196 a. v.4- )2.5 c•12 tea, _ . Q \p r, co, 44.-' 3, ► le, �1g C )�� .F.. GP . -e... p Cot' (5* Ct 171,E mo 1'7 ..1 .� Ian 1a:• 1191 AFGHAN ASSOCIATES, INC, CONSULTING BNGINSE&S 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 .. (503) 244-2450, FAX 244 -2887 8Y d.!J_OAT6 1 7194 CHK @Y DATE Joe NO 4� �,....._... SHEET W 3 •• of 09/16/.1994 13:45 -�� i�.)140D SE4'>dt 503244" ' �7 Ritz: (ico, 40) AFGHAN ASSOC I!`'" S F-�- 31. 7 , G 4•frJ= .21, I (7 25\+ 15(.zi5 r I )(.1 7 25), I c� .1 4.7 144 2Z, 2,k APP M l :go i'U = /95 bC. (l( 04 ‘51r ku �I t cpri i c, a = x ( 0,5 , z. 2) = 4.V25 ! � (kir, At( 11 IoM 5.►..rr `roc) 1-1t4.14 Dx oz. PUT: MC2-T, FOH►N ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 2442450, FAX 244.2887 PAGE 06 I 4 =3o. RIL as 3 1- I 4.<0 aSY� �)(1. a) _... - _- ....... ,. , --- r...._..._.. —..., ••••.. 3 9..1, 1 k BY 10 DATE CHK RY _-... DATE - ....._ ._ J00 NO � ,..I.«':rl. 4tieer.,��.,o� ,,_ Mf z� tkik. 13,..-1 3, ?k ,4- 004- Ktt. (, 7(35) 4- 6 ' � �- t P-/q"1.4 z:? ) 411 41,14. GTE s coDG, t c1, I �lv� eta se, tk- AFGHAN ASSOCIATES, INC. 1 CONSULTING ENGINEERS 9320 B.W. Bur'bur Blvd. , suite 175 Por 1 wd, Oregon 97219 (503)244-2450, FAX 244 -2887 8Y 64,K) DATE CHIC BY _ OATS ^'� JO NO 9 t " ''"� _(_ BHGBT W 3 4 0P N AREA(IN "2) D(IN/ 8.75 2.50 1 2.00 2 2.00 f'c= 4,00 Fy= 60,00 Bu 11.25 Hg 11.25 B1= 0.85 2 COMPRESSION POINT(S) 40 TENSION POINT(S) CHANGE VALUE? .8P PB AXIALzK - 525.370 - 377.904 - 131.568 - 128.909 - 126.230 - 123.531 - 120.813 - 118.073 - 115.311 - 112.527 - 109.719 - 106.887 - 104.031 - 101.148 - 98.239 - 95.302 - 92.336 - 89.341 - 86.314 - 83.255 - 80.163 - 77.036 - 73.873 - 70.672 - 67.432 - 64.151 - 60.828 - 57.461 - 54.048 - 50.586 - 47.074 - 43.509 - 39.889 - 36.211 - 32.473 - 28.672 - 24.804 - 20.867 - 16.856 -12.768 -8.599 -4.345 +0.000 STOP? MOMENT,K *FT +42.264 +78.343 +100.959 +100.543 +100.116 +99.676 +99.225 +98.761 +98.284 +97.795 +97.293 +96.778 +96.250 +95.708 +95.152 +94.582 +93.998 +93.399 +92.786 +92.157 +91.513 +90.853 +90.176 +89.484 +88.774 +88.046 +87.301 +86.537 +85.755 +84.953 +84.132 +83.289 +82.426 +81.541 +80.633 +79.702 +78.747 +77.766 +76.760 +75.728 +74.667 +73.577 +72.457 A =IN COMMENT 9.8421 .8P(0) 7.1219 4.4018 4.3556 4.3093 4.2631 4.2169 4.1707 4.1244 4.0782 4.0320 3.9858 3,9395 3.8933 3.8471 3,8009 3.7546 3.7084 3.6622 3.6160 3.5697 3.5235 3.4773 3.4311 3.3848 3.3386 3.2924 3.2462 3.1999 3.1537 3.1075 3.0612 3.0150 2,9688 2.9226 2.8763 2.8301 2.7839 2.7377 2.6914 2.6452 2.5990 2.5528 BALANCED CONDITION PURE BENDING N AREA(IN"2) D(x �` 1 1.20 2.2 ._ 2 1.20 9.00 f'c= 3.00 Fy= 60.00 B= 11.25 H= 11.25 81= 0.85 2 COMPRESSION POINT(S) 30 TENSION POINT(S) CHANGE VALUE? .8P PB AX/AL =E - 368.492 - 266.510 - 115.124 - 112.098 - 109.045 - 105.962 -102.848 - 99.701 - 96.519 - 93.301 - 90.044 - 86.745 - 83.403 - 80.013 -76.574 - 73.082 - 69.532 - 65.922 - 62.247 - 58.502 - 54.681 - 50.779 - 46.790 - 42.706 - 38.520 - 34.221 - 29.802 - 25.250 - 20.553 - 15.696 -10.665 -5.440 +0.000 STOP? MOMENTmK *FT +31.268 +56.528 +72.730 +72.298 +71.844 +71.367 +70.867 +70.342 +69.793 +69.220 +68.620 +67.994 +67.341 +66.661 +65.951 +65.212 +64.443 +63.641 +62.806 +61.938 +61.033 +60.090 +59.109 +58.086 +57.019 +55.907 +54.745 +53.532 +52.263 +50.935 +49.543 +48.081 +46.545 A =IN COMMENT 9.7614 .8P(0) 7.1445 4.5276 4.4492 4.3708 4.2924 4.2140 4.1356 4.0572 3.9788 3.9004 3.8221 3.7437 3.6653 3.5869 3.5085 3.4301 3.3517 3.2733 3.1950 3.1166 3.0382 2.9598 2.8814 2.8030 2.7246 2.6462 2.5679 2.4895 2.4111 2.3327 2.2543 2.1759 BALANCED CONDITION PURE BENDING (I 9D+ 144-E-) AD 1, i2_ v h,,Ltt- c ►;)..1<ta (41 f 7k4Z <3) AFGHAN ASSOCIATES, INC. CONSULTING BNOINBBRS 9320 S.W. Berbur Blvd, , Smug 175 Portland, Oregon 97219 (503) 244-2450, FAX 244-2887 p) C,.(5(, 2. + 7 S (19)2-7 i Oaf..) Sb( w") /,1269,3) 55,6, 7, .G,3 �o v I, 5 , lam 2?k� 1 S14 NIFI 641. 0` "` „OATe5 13154 CMK BY OAT J06 N0- "„ S ....(4887 L -,AT " MET £' . AFGHAN ASSOCIATES t I? Pk= �7 k4t CPI AFGHAN ASSOCIATE% INC, CONSUI,TJNO ENOIN URS; 9320 S.W. Barbur Blvd. , Suite, 175 Portland, Mason 97219 (503)244-2450, FAX 244-2887 , (.S/+e., • IA) r N7' , /EA KI iD4Ci5) � & J' ac 4,19 _ '1 LI6z,z) 4 3,2) 19,k1 r co = ) . 2 '' ► et, Wd3 ()IC r 4(- n1 1,77(c 2,3) 11k4 24k— PAGE 11 5 E. F c�F '-4i M (.7( riztpupx_ k/frirn. • Ll�e1r ? • BY ,_..OATS OM( ay „ DATE OH8ET_-OP._,_.._„_. W 44r-7644r- AFGHAN ASSO rES ICp,Ilie- 1.-.‘ RA.A. ZOI9 R.vA , Lti)-41 LN COPk- e'er, c.v.'''. OP ()OWE. mot- rkr 1) Uai Nt ►�u tf- G 1 51c! Q1 Ova PE /4 1J ok.. tit) 464.?) T.74,2,0‘c. ;,9k: AFGHAN ASSOCIATES, INC. CONSULTING RNGLNSURS 9320 S.W. BOAbur Blvd. , Sulw 115 Portland, Oman 97219 (503) 244.2450. FAX. 244 -2887 1 AT. 1,CaeA BY,,,..OATE CHB OY ,DATE __„_ doo No 10:28 5032442887 c L_ t --1 c1 w — LOA; `- \S- -rp) Cs'v j146 -c.. AFGHAN ASSOC IAT`'3 k.c..�c. c.I���Pc T�.�ts•�T1 a C. E Pv..!•,1 LAI-yam_ (71 L) .0 Psi rCJ'.JNeji01.,) tvl 9 v 4- T" h -ZZ�^' ,. ,A c-1-- p-T'L4� =K- St',� c,r- u►��''c. 13,6-0-1,1 .p vtaEr, PAGE 02 w 11-143 r;;/ N 5063-4- 5 !4, RECEIVED CITY OF TUKWILA JUN 16 1914 PERMIT CENTER AFGHAN ASSOCIATES, INC. T.1)I CONSULTING SNOINSBRS 9320 S.W. Bsrbur Blvd,, Suito 175 Portland, Oregon 97219 (503) 244 -2450, MX 244.2887 dY 3 •GATE CHK @Y „PATE, JOE) No 1 6 ",' o: 28 5032442887 AFGHAN ASSOCIATES PAGE 03 AFGHAN ASSOCIATES* INC. CONSULTING fiNGUNEARS 9320 S.W. Harbur Blvd. , Sulks 175 Anr / land. (lrnnnn 07214 OY `DATE 5 )"1 C$K BY „DATE JOB NO ea �Sf C' (r-ri E--� cctrC5 Nei' o. . ) 3 (nom ) r $pa t Z.S )_ 1$g �"� \5S C.. 4,t Ian IZo pi#• )0I p(- O1 (I I.,S(to) - I so I -11. ( ICh 15pzf ( ?o S'ro,,I^�c),$$) C10•) "- IZ S I'�r r r - I s 4' (I'. s /z._) - 14, k. (O r" •'reA 04' 1 oC it e20OC L' c 10 ,J b 4 I .0 C61, -- /--. O.$5 e_1,0 Gc7ti -�J C 1 ' (5°,$) P ISkS (lb,S14,) i d, k ,04 Iv 2.5 11(1,ZA ;)06..S/J L)' 29 ilk. "1"12,f `Tv 5,5 x 3 L Gy,' b k kl , 41h; $alr * I c, z 4 ' 2. fax ,ieroC410) 1b iey s, 0 too (41, ¢ 2.0, .'G to+ AFGHAN ASSOCIATES, INC. t.P.T. CONSULTING ENOINI3URS 9320 S,W, Barbur Blvd. , Suits 17S Portland, Oregon 97219 (503) 244 -2450, FAX 244-2887 or or DATE 5j(S 1) f CHK BY DATE JOB NO - SHEET f, OF�,,�- *032442887 C.5".' N^t12 E , 5' it'4,5 Lr „•1l o AFGHAN ASSOCIATES PAGE 03 td►,,,. _ `Z st< ( 2.1 ) C °.q• z 2.01 oop.rtc' f Sr -o‘ l c 1. `l(1610 A Z F , -`13 ■ 11 1 .(4)0 3$4 I i6vo wr x Q.5 r,.. 5 114 i7oVr Sa 1953 >:� ZIC01- h r.,i'd, 4 .. Jq2 . t. �'t L ? 1• Z.- -41, Z i i�uv 4 --11 f .L.1, z) I. (0..t /� .:, f�.� X,Z - 5.k, ., lc. 1pr • )`(tz..)'(..• 5 ..' ire 3, to - ',IL le; t. 12. Fa. 1 1,b u • . i••3 a Srwc .,1t. h'rc',, P.Lo'ja rt, s s C , io r) 'y W0 • I 1 k`+ r.., ti^V .ti . 1 .. r ©z.tc I �?.-( toc+a!) (.7, 1 I (So'` ( 1301 45, )] 'J:N1 y. 412 l,# I F Ho( pr!. ��.,a t z�olz ,► 32.q ,p, X ark 1 ukAt- Z.X cilf0t1 �a2.. k .724..0 sit s7.00 cal ©0 mzo „ S'rUz.l cirP i �� �Izi I, �Cr(4._._W • d re 17-4P kv-g, 4'- 0 .t.. (• -1ni>r -ro ) 9Y Vklir CATe c ("1 I� C AFGHAN ASSOCIATES, INC. ' OE CONSULTING ENGINEERS 9320 S.W. aarbur Blvd. , Suito 175 Portland, Mason 97219 (503) 244 -2450, FAX 244 -2887 CHIC BY _ _DATe. Job NO @MAST 1M t _oF r., 11:03 5 032442887 L,/ 'f''k" -4k f Tb FAfiaT w4.N ► 4,4‘t,..)0 t 'StuF ; tSpb CP,5Vz, L (+plp Y-4 (z,� AFGHAN ASSOCIATES PAGE 04 .r , a� <=-.'a 1g1 `_��� ► &� Zbd —) 3o ply 1 F = it,I oz 1'1 - I ( ) + I .I ( J 81 ) 4 2,91 (z.0 4111 (2.tsi) ]/t.41' e Sa7$14 311 +# r Ct%j (2..s$ 4.. + 1.411 (i j ' , s dI �1,�1 , !1- X.1 14' x 20 Gk. aT ∎�� ST-' To Scup c. )/-1 1t. ; J mkt c 5'l wart 0) 44, -ro.$ ; f \. a I44 , 4 41u 'TD wk.6^ 12" 3 •D wN, T_ 3.1 ; J 1 S t F t14 T t 516 d -TEL. (Z..1%(+'4eitt PiPiL# CVO "'I 4 " vg-4442 - rrhP 350 J44%,, g 5'ua 3311/L % —:_t * Z.3+/L. D.1 L 1.0 Sv Soo Vill.wirms R AFGHAN ASSOCIATES, INC.p�,, CONSULTING ENGINEERS 9320 S.W. Herhur Alvd . !Cult 175 OY VAT. DATE C° (f 3 I ±4 CM OY 1,0 -3 11( Cl1(2.S5) /z + (.t7(tV 22 11r S 511. C z" Cwali a 1 11 ` r3•) W lrCc- .r. AFGHAN ASSOCIATES, INC. _.1.4>T- CONSULTING ENGINEERS 9320 S.W. Barbur Blvd, , Suite 175 Portland, Oregon 97219 (503) 244 -2450, FAX 244.2887 CO 30dd S3JVIOOSSd NVH9.d by d-A 1" DATfi �I� s I CHKaY, OATS JOB NO„ 4-0e1 SHEET OF 4813600ZEQS 9Zrtt 066t/ht/90 * * CITY OF TUKWILA RECEIVED 6300 SOUTHCENTER BOULEVARD CITY OF TUKWILA TUKWILA, WA 98188 DEC 2 7 1994 PERMIT CENTER DATE (�" �7 91L/ PROJECT NAME * N SUB v1 ITTAL* * bfr d ADDRESS -Y-01( Sr, , (gc_..- 5/ CONTACT PERSONS 14-1- ARCHITECT OR ENGINEER 7'�- -elv-64 /, ` PHONE PLAN CHECK/PERMIT NUMBER �� - TYPE OF REVISION: (N1(I,.Q P�i/i ,1� -4t✓`e inC/Cfce_ SHEET NUMBER(S) Cam[ (CS 4). toal` "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: le /t a,;&e. ,ta f � . .r .Irk - capi-a o, ---- -. • PHONE 206.821.3383 FAX 206.821.3213 FERRARI DESIGN GROUP ARCHITECTS, PS Mr. Robert Bendicto City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 December 23, 1994 RE: EDI TENANT IMPROVEMENTS - CITY PERMIT NO. B94 -0227 RESPONSE TO CITY LETTER OF 12/12/94 FDG PROJECT NO. 94011.00 Dear Mr. Benedicto: RECEIVED CITY OF TUKWILA DEC 2 7 1994 PERMIT CENTER Please accept for your review and approval two copies of revised plans and accompanying back -up information on the above noted project. At your direction, we have provided the following: 1. A new mezzanine framing plan (Sheet S -1) showing the revised, actual, as built floor framing system. 2. A set of structural calculations upon which the revised mezzanine framing plan was based. 3. A mezzanine guardrail detail provided by the Contractor, detailing the actual, in place, as built guardrail. 4. A new mezzanine architectural floor plan annotated and labeled per your direction. Please contact me in the event you have any questions on the above, or in the event further documentation is required. Sincerely, FERRARI DESIG GR P, P.S. Frank Heffernan, IA Architect FH718 /III Attachment cc: Mr. Bob Hart - SGA NVNH3j33H NNY I '$ IH0113NVI NNA1 'H :S1o311HOHy 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052 -2433 • 12/22/1994 15:04 5032442887.._ 4 December 22, 1994 AFGHAN ASSOCIATES AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS Mr. Frank Heffernan Ferrari Design Group 12277 134th Court N.E., Suite 203 Redmond, WA 98052 -2433 PAGE 04 RECEIVED CI'T'Y OF TUKWILA DEC 2 7 1994 PERMIT CENTER RE: EDI Mezzanine Design Project No.: 94027 Dear Frank: This is to clarify the as -built condition and design of the portion of the mezzanine between Grids BandE. Sheet S1 of the TI drawings shows 20" TJI/55C joists at 4' -0" on center, with 2x6 bracing in this area. According to Bob Hart of SGA Corporation, however, this portion of the mezzanine was built just like the mezzanine between Grids A and B, with 20" TJI/55C joists at I'-4" on center and 3/4" T and G plywood, I have enclosed a marked up mezzanine framing plan for these as -built revisions, Please note that Detail 6/S1 is now void, The portion of mezzanine between Grids A and B was designed for 75 psf live load, while the remainder of the mezzanine was designed for 50 psf live load plus 20 psf partition load. I have enclosed calculations for the design. The mezzanine is laterally braced by the exterior concrete panels, If you have any questions regarding this information, please do not hesitate to call. Sincerely yours, VenrYte- Mark Temple MT:ed Enclosure cc: Bob Hart, SGA Corporation 9320 $W BMBUR BLVD, • SUITE 175 • PORTLAND, OAtaoN 97219 • (503) 244.2460 • FAX 244.2887 12/22/1994 15:04 5032442887 AFGHAN ASSOCIATES' PAGE 02 12/22/1994 15 :04 5032442887 a AFGHAN ASSOCIATES 141444, ri:No 12/22/1994 15:04 503244288 ' "" AFGHAN ASSOCIATES P L.- t s- ir,f �.� IS (''C• C iF-r •L- cal.2. C1� aG , ‘, .53 (10) c lac" pi* LL - 1,>t /S.) r led (At- e I& 'T.a \ 5's C. t .011, t I $. c (2O )//- 1 .0) • I-I°(a c'e- ti 25,1 �I+ 1�(75) 1.0n OA A (OGfmn' Stan 3$4- PAGE 05 L.L. Isvo fC0,10 ). I2.4s rot IsdS r 1 s 4 14-, t<. (01.4ov ( )/0.ao 34$ 's S"': uo :121 I moo cry • G, vv�•,! to k o (1,t) 177.-1,04-7C70,$) 14.,5k... .041. Iv,25 ; M 1 (I,z4S }(11;,SiZ) 3 ;n,tt. 112, 15 5,5 ) ,5 ) • $/tu , ° C. fat '1.414; ;44 t. Io,LS6t) /,3q.` 2. rat _,pcoc )•�� ,�z04,,,(q- (,) 11.4p+ AFGHAN ASSOCIATES, WC, t..j). • CONSULTING ENGINEERS 9320 S.W. 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OF 12/22/1994 15:04 5032442887 AFGHAN ASSOCIATES PAGE 07 ww� ('G. 1'Spaf ; .. 1Sp, .5' /r.)4 C'+p?r 14.1 M lZ$ ...1. ~ IS1 1.41 I c, '`----. I 1 2,zs ■ 3o p11✓ 4O,Z� 1.1 • [ - 1.410) -4 1 1 ) 0 0 1 ) .r 291 (z1,) -lttl (2,z5) `I.4i y /3 • 311 C T e r I vb)?/y ( 1 2 : 4 )1 4 11 v t. V) 2- X114 Pik. aT'4 s To $14) totsf-c.: J +per 51 v N 4 co Tritio oe..0 K 'ISM lz,S a 3� oAt. (3) d 4, '1 .5 z d1. aoot e. • 151 +35 e1 4I. T : S 13 (4.044 or l4 two w ( L „ Ig w Trap 3S Qf � e Sad 3'11f 4•1''IL D.Ic L 1.o A Sv + Soo AFOHAN ASSOCIATES, INC. .,C)T,. CONSULTING ENGINEERS 9320 8, W. B rbw R1v4, , 0u1ta 175 o ...l...d lr........ 0111 0 OY "7- OATS (Oft 31'14 OHS SY PATS JOS NO 4' 0 2' • 12/22/1994 15:04 5032442887 • 1. \ 1......■■•••■••••••• ' no 4 4Q pi'F 1•1 AFGHAN ASSOCIATES PAGE 08 reAvAci..-r s c,. : • • • , k 3.0% ) ttoCI.S)L. 235 4. 1.11040 it.S$ 4U ,r7/2"14..05 ivo ctrV‘ t141 AFGHAN ASSOCIATES, INC. CONSuiontio ENGINEERS 9320 S.W. Serbur Blvd. , Suite 175 Pottland, Orman 97219 (503) 244-2450, FAX 244-2887 •■••••••■•■••••■••••••■■•••■••••■■••■■••■•••■•• 411811111111 BY 0A114 (2115 1'4- OHK BY DATO 400 ct 4-'1" &NEU Of 12/22/1994 15:04 503244288k AFGHAN ASSOCIATES PAGE 09 t..) 5 pa-- Li.., 75 ref. (T-4' o t,.. % l.l,., f4G . .'0,#‘,./.) F. 2 a. I �. I+ I S )7 S) r 41h '% 'r i . c ekp 5 ?'r 1v Pr- (/79 f` 7 c■ lr 16. ( te- heir - - o`9 (Z s � s tT v.? o z 3 rr- w \ 2_ 0.. ea,r. ` emu = :; terr r, a 041 (k .?.) C . O, ; 64-)� 4- , ►� ?N) , 3 C 3t ,b`l..a,$) z t za. $ te- a*. * 4.Slir COJ44 ,trLip KC-01. ; 45)J (S�',1) �� �•t �. (. K f ;.. I C 1 ¢►'..,1 7 , t) "61 (, '✓ / 4 ' ISO ; . , 't" Ply (,. to- g I 7 2. l 7 . 1 x S + e. f {� x (,l ; +{- 5 ci') (5 7 4) s. 39,6 k- h+Moc ' T:' lg. Sl,y 5 ; 1530 L W� L 4 41. _ 5.45 " k-.,c 0,30.”)C4-,s _)(0.5 E_va. v_4 a - f� G 4 ‘\ t,4 4 _(n (,G a r, 5) ` a '. cot, Ju 5, `I`'rr vsu ,z'-1 r.7. a,1. AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S.W, Barbur Blvd, , Suit§ 175 Portland, Oregon 97219 j (503) 2442450, FAX 244.21187 0J, c 46,7 5 fc. %, BY ,'IN14.11.1111"..."7.0Are CHIC BY , 4:1 ATG,., ... . «�........ ...,..,... -..... .- ,,.... .., �,.., .�.,.,.. «.........- BHEeT ...1', nM 12/.22/1'494 'lb :134.. bb;i2442tit, /,..... t AFGk4N-A 61111NI E5 PAGE 10 kre4A s' 4,t J eat I.)+ 2A(,(S) x' (4200 Plc; LL ?s, F (,7L) ` 5 ,gyp re 65 ) (6,Go FT e) 4- 5.40s (40.00)(i) So,r *P C 1Z )(Gdn)(.t,/ • 3-rte.,., p ` 6s- -osezt' )(S& /) ti 135° PI"- t 11-0 AFGHAN ASSOCIATES, INC, CONSULTING ENGINE RS 9320 S.W. Barbut Blvd, , Suite 273 Portland, Oregon 97219 (503) 244.2450, FAX 244.2887 8v , 11.t; .124 CHK BY _.• „DATE.,. 40$ '1 -45)z 7. � I e+eeT ,,,,J�: ot+ ,.w.. 12/22/1994 15:04 5032442887 AFGHAN ASSOCIATES PAGE 11 Z 5 seA. - ig {$sc- 30 ;e+ zo�� -tax ss c. 11 IktvA _ is (zs') _ 37s I..L. Rp g. ,.:MP( j•,S- M ;.� ) 4.$ (fpF.: + (c',$z) )as' 1900 pip is 4 i►�1 ¢ '53i FT• tip► Swi `o.t. e-1,01 tel. d t (%(7 rvel c Od- ,cam r. 01p, r IPA °la AFGHAN ASSOCIATES, INC. V.01. e , CONSULTING BNOINBBRS 9320 S.W. Uarbur Blvd, , Suitt 175 Portland, Oregon 97219 - �...`.. (503) 244 -2450, FAX 244 -2887 BY JAI.. ,DATE eZ l l ) 4 ■■■•••■••• CHK BY _,— CATS ._.. JOB NO 12/22/1994 15:04 5032442887 ih,4,_,� , AFGHAN ASSOCIATES PAGE 12 (f.5 4so 71)) (z7,,, ) . soit_pt� of- (A) e +is(,,'1)1(27.;) • 1q` ',0r4- �.J\ 104- 3t z, Pre,!t F I tCk ; 14 Vg.• LA - 5 ( )14 u 16 6.41-64e- ; A z ,11 S) a I " <.7 k.10 $•y. rC 31 1 SpAlt--) 21. a iFFE} 044 - 110 rr �,Jcz. 3S + I ) 3 ,1 = (4-'s, D $ so ' F Wy = C35 i- Sv .•(0l) 323 G ISo1 r1 1.1.1� kOt 7 ,�e 4 ?t 5s70 gin¢ up,.� Gl ti 3I.5 t.Pdr. 341 1,0 2(p7 f- c, a ? . c' M 151 x (astoS!,) col 00,5)9L. 103(ci)(l1 (1o) ON-0 We ; . Y a (i s ) r �- ? s z~ar) o AFGHAN ASSOCIA= INC. CONSULTING ENGINEERS 9320 S,W, Barbur Blvd. , Suite 17d PortluAd, Oregon 97219 (503) 244.2450, FAX 244 -2887 Potee- BY . ML .....OATS ``? C1 I l'1 CHKpY�, Riau . 12/22/1994 15:04 5032442887 • Getiv w . L AFGHAN ASSOCIATES PAGE 13 Iletv(31 .4 t6')'L - I1 tit 'T54 \4 4- lC 3itk ewttr- 5iurk P t . 9 7 - 4 z , ( +L W x 01510 011 S % J` JII C� 7 S (3u ) :; '(L D, 7S = % �J8 61'� pr_. w . Sc)(3'0'J2 ) fi' lop p cis). !e-zS (04. Po* 7 ` >r,'.{cr 1=r (' 50N1 t 7Se-4,610 zilow krci to a vPSot..t.SJ /44- k `l Iir. & rii012 z 4'1„40/6„.� r 7,4;46 z; (z) 216 fay t 5e.F 4.1,30 pir 12,,1 my. iii a(4. 12,s CIL)f . aoco II38 -Zaw (p>8 vS. Z.)C% 110 L 1 -ON 4 1. O.te , Fc, ti 0%,"4`' / 4 x (r 513 AFGHAN ASSOCIATES, INC, 'QT. 01\1-1 -' CONSULTING ENGINEERS 9320 S.W, BarburBlvd, , Suite 175 Portland, Oregon 97219 (503) 244.2450, FAX 244 -2887 BY ..M1. __DAYS ' t CHK BY .,.__.,DAT E __.. _._ .. JO9 NO ? ahem- 1N1 YYI 44/ X74 "' £■:'04 UUJ444ZGCt ..N "run �V "i- �a�uC,.�F►'TC:�_ 4) 4h j1 9a 1'44(54'! 2,) trc►.,!,-,)) 4`$ -bt fie ' r) c 4<"4" . �; 14. 311.1 L .> if g CI t.3 r~ 4°4/ 4,0 r. (.o(L ; L z -E c I, o 0,1 5 C3(5,) (.. (2,0 - i c, o' a 4- .v- ''1�)��`• f ' Os c) -n, 4)) a l to. (o c_to, (0. to / i5 ; ).‘ /0 0.5s6,1,) i'n 40 (35 G'' 7 w14. 4.4 -1 ` f4 a75 Cab) (� AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S,W. Barbux Blvd , Suite 173 Portland, Oregon 97219 (303)244 -2430, FAX 244.2887 f 0. -1+ _____.W,,._,... -_, rmum L4 sv _ M , •., DATE` ! I!. CMKBY , OATS,... Job NO sheer VA 19..7, OF 12/22/1994 15:04 5032442887 AFGHAN ASSOCIATES( Grp 6. roe. 0'0f-el. LA a. (�s-- )( z1)L) ¢ 1,245 k..1 C fAk.. (o U 5051 �~• e.c) � To- i i f-k br I:2Sr1l,5 v b'tZ V) = I.5 4f- M I.S (o.,,34) t o. IS Kr s„ z (..(4.(.10/ � 12- ,, z 15taLIL) /74, zzv:b; t,, 0.k, rip 5 (0S) - 17$x; . �Zlz..) d . (off. c. 0� 13 ��` L sJ (` CtiZ..) V { , Cs(.z Six, .. 7 ) r%; .2.t)46- a, Re_ Oht.4. Ld Oil/MAN ASSOCIATES, INC, CONSULTING ENGINEERS 9320 S.W. Bubo! Blvd. , Suits 175 Portland, Oregon 97219 (503) 244 -2450, FAX 244 -2667 PAGE 15 wmPoomme.,....wwwoo wawa. CHK BY - ,, ,,,.. DATE IHRIM !P‘4.‘ . �o� • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EV8S SUB }-' ITT DATE sEP7 • 19, 1994 PROJECT NAME EA E:r7I•R1C.11.L D‘5-1-1-‹ 0‘ I r�I C. ADDRESS RECEIVED CITY OF TUKWILA SEP 1 9 1994 PERMIT CENTER CONTACT PERSON Rog PHONE 821- 3383 ARCHITECT OR ENGINEER F.R -AtJ K 1-e=•F PLAN CHECK/PERMIT NUMBER S 94-0 221 TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMTI'I'ED TO: City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director December 12, 1994 Mr. Bob Hart S.G.A. Corporation 6414 - 204th Street SW Lynnwood, WA 98036 Re: E.D.I. Tenant improvements #B94 -0227 Subject: Proposed revision to mezzanine level. Dear Mr. Hart: I received a FAX copy of a letter from Mark Temple of Afghan Associates, Inc. to Lynn Takeuchi of Farrari Design Group. The FAX cover sheet had a note from yourself and this letter is to try and answer your questions regarding the findings in the subject letter. The letter from Afghan Associates stated their lack of concern for stacking empty cardboard boxes to a height of 6 -feet on the mezzanine due to the fact that the mezzanine structure had been designed for a minimum uniform live load of 50 PSF. Ordinarily I would have no reason to question the conclusions by the engineer of record, but in this case there may have been a misunderstanding. The area that I am questioning is the mezzanine structure directly over the office area bounded by grid lines "B" to "E" and 5 to 9. This area shows 20" TJI/55C joists spaced at 4' -0" on centers spanning 29-feet, This (for office live load only) amounts to 200 PLF loading and 2900 lbs vertical shear for each joist which exceeds tabulated values shown in C.A.B.O. National Evaluation Service Report # 200. Please let me know if I am looking at the wrong plans. In regards to the idea of posting the loading limit of the mezzanine floor area, this is a solution that makes sense on paper but in reality is not enforceable. Therefore, in order to allow (under this permit authority) the owner to develop and use the expanded mezzanine area as proposed (interim misc. storage / future office) the following submittals would be required for approval. 1. A new mezzanine floor framing plan (Sheet S -1) showing modifications required for the expanded floor use. Drawings should be accompanied by related structural calculations to show that the floor has been designed to accommodate at least "office" use floor loading. In addition, all the support members for the expanded floor area must be qualified for resulting additional gravity loads. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 3665 Mr. Bob Hart B94-0227 December 12, 1994 Page 2 2. A new architectural floor plan (Sheet A-1) showing the new stairs and the expanded mezzanine floor area labeled as "Future Office Space" (unfinished space). 3. A mezzanine guardrail detail qualified to support the loads specified in UBC Table 23-B. Please review these requirements and have your architect submit two copies of this information. If you have any questions, or need fiirther clarifications, please give me a call. Sincerely, Tukwila Building Division --4�eitA4 ‘kZ,44,zzet Robert Benedicto, Plans Examiner DEC OS '94 10! 10f1M FERRf1RI DESIGN CROUP FER11AR1 DI sION 014091 ARCHITECT°, I'E Ed (J ‘IC 7 ,,,tevsif we l ,,,,ail 0 0 it-L 61-,diuw it 'i' FAX COVER SHEET ( c' ,, i 1 1 DATE: )• asI9i4 61;62 L DER: 91, 034- l f otilwc(J /r 44 it/ Ik&S PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: COMPAMY: ATTENTION: Mr • bow {ter FAX NUMBER: 42orp Jr) • .t.JRbv JOB NAME: �! .,4.41.4,►.!. 4044) 4 DESCRIPTION: i /omit. >bQ ,wr FROM: 4- YN0-1 7.14.444444-i COMMENTS OR SPECIAL INSTRUCTIONS: 7 a/7/ TOTAL NUMBER OF PAGES, INCLUDING THIS FAX COVER SHEET: OZ. IF YOU DID NOT RECEIVE ALL PAGES, PLEASE CALL! FR9O14 12277 194TH CT, N,C„ 31.472 209, R90MON0, WA 98052.2400 RECEIVED CITY OF TUKWIIA DEC • 9 1994 Pi[RMIT ENTER __� qq g4 • R 12/025994 ' 14: E iinguFL5u(Q57;,DESIGN CROUP December 2, 1994 AF G H AN ASSOCIATES AI AN ASSOCIATES t CONSULTING ENGINEERS Mr. Lynn Takeuchi Ferrari Design Group 12277 134th Court NP, Suite 203 Redmond, WA 98032.2433 RE: EDI Mannino Loading Project No.: 94027 P, L3.../SE 01 Deu Lynn: As you requested, we have looked at the ability of the mezzanine floor system to support empty cardboard boxes (not broken down) stacked up to approximately 6 feet in height. We feel that loads from these boxes, even with packing materials still in the boxes, could not exceed 13 PSF. The minimum uniform live load that the mezzanine structure was designed fur is 50 PSF, more than three times the estimated load of the boxes. We therefore feel that the loads from the boxes can be safely carried by the mezzanine floor system. 11 required by the local jurisdiction, the mezzanine area could be posted for a maximum live load of 50 PSF. Please call if you have any question repuding this matter. Sincerely, Mark Temple MTted CITY of TUKWIfA DEC • 9 1994 PERMIT CENTER 9320 SW lily et.vu. • Sun 175 s PORrtiwD, NNW 91219 • (503) 244.2450 • Fm 244.2147 November 30, 1994 Mr. Bob Hart S.G.A. Corporation 6414 - 204th Street SW. Lynnwood, WA 98036 Re: Electrical Distributing, Inc., revision to permit #B94 -0227. Dear Mr. Hart: I have received a letter from A.M. Cronin, III which narrates the current proposal to develop the remainder of the mezzanine space for miscellaneous storage. Mr. Cronin goes on to say that at such time as additional offices are proposed for this area, an elevator will be installed to serve this new space. Based upon the intent confirmed by Mr. Cronin, I find no issues with this proposal, in concept. However, some minor details remain. The structural drawings for the original tenant improvement permit indicates 18" and 20" floor trusses spaced at 4' -0" on center at the proposed area of mezzanine floor expansion. By inspection, the truss sizes and spacing are not appropriate for the required light storage loading required in the new mezzanine level. Please have your architect submit a revised (structural) floor framing plan and related calculations and details to qualify the proposed floor area at the mezzanine expansion. In addition, the calculations should qualify all the gravity load supporting members for the new loading. The revised sheet A -1 looks adequate for the architectural information. Approval of the overall revision to the approved plans is pending receipt of the required information. If you have any questions, you may call this office weekdays between 8:30 AM and 5 :00 PM, Sincerely, Tukwila Building Division Robert Benedicto, Plans Examiner DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * EV ISI N SUB 1TTAL PROJECT NAME E 0 C-u 44A--47 57 A% /4 ADDRESS 3 4/l �l .�c: 1(6 6 <>/„.1.4 CITY o ET g(wILA NOV 2 21994 PERMIT CENTER CONTACT PERSON .Feb V L PHONE 7} g'i"` ail l ARCHITECT OR ENGINEER rev" retV1 r be. SAS G, PLAN CHECK/PERMIT NUMBER (39 ° 0 TYPE OF REVISION: Dec, h. fie- ac,„( Op- v <Atty.- ( nel Oro vltl6q,,p Sa�l� SHEET NUMBER(S) s d - H-21-19 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: eob, S. =EOIet)EU T'i c ozap'RCc)1st0t'l. ••/30/c14 - Gtect -4 (1 c.Tvt241. 1'/OE5 R12 -S,_ O, k• — •tTt4t)cTU%2A.C.1DPAu)tt4cgs 4ALCIS NEED 'qtr ceSU ISE.D. leant TI MEt 1S'DAT'E ... ° RouAL- (END(t14 ost) (Tv g \t.. It41 zv tot4 o AvoIT ooat. EUIEttj 1 S To Date WHIL. Y M of Phone .7 787 'me I LI' 61) WERE OUT • l& . Area Code Number Extension TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU PLEASE CALL WILL CALL AGAIN URGENT RETURNED YOUR CALL sage 1)4 Aka // erator art •AMPAD ler d EFFICIENCY® REORDER I/23.000 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0227 (510) John W. Rants, Mayor September 26, 1994 Re: Electrical Distributing, inc. - 3414 South 116th Street 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 10.505A) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) 3. Hallways in your building are constructed as one -hour rated exit corridors. In order to maintain this one -hour rating, doors leading into the corridor must be kept self- closing or the door hardware must meet certain criteria of the Building & Fire Codes. Please contact the Fire Prevention Bureau at 575 -4407 for further information. (UBC 3305g) 4. Maintain sprinkler coverage per N.F.P.A. 13. City- of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 7. Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (UBC 3305(g)) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. 4, Citi-of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. 8. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd PHONE 206.821.3383 FAX 206.821.3213 FERRARI DESIGN GROUP ARCHITECTS, PS Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: EDI TENANT IMPROVEMENT PLAN REVIEW #B94 -0227 FDG PROJECT NO. 94011.00 Dear Mr. Benedicto: September 16, 1994 RECEIVED CITY OF TUKWILA SEP # 9 1994 PERMIT CENTER This letter is in response to your letter dated September 1, regarding revision comments and clarifications. The following items have been addressed: 1. The northernmost exit door along the west wall has been moved to align with the north stairs from the second floor. This is to provide direct access to the outside of the building. See First Floor Plan, Sheet Al. 2. The "showroom" on the first floor was incorrectly labeled and has been changed to a "display room ". The occupant load of 47 will be posted visibly on a sign per UBC 3302(c) and your discussion with Bob Hart of SGA. See First Floor Plan, Sheet Al. 3. You have pointed out that two exits are required from the open office area. These are already provided by the two exit doors on the west wall and a one hour exit corridor and door along the east wall. See Floor Plan, Sheet Al. 4. The lighting budget has been modified to show fixture manufacturer and model numbers. See General Note #16 (K14) on Sheet T1 and new note under the lighting budget on Sheet Al. 5. The following details have been modified to accurately show the location and type of insulation to be used for the project. 1/A1 and 2 /A1 - The insulation is to be placed in the joist cavities created by the structure of the future mezzanine area (reference Mezzanine Framing Plan, Sheet S1). R -21 insulation is to be used as noted. 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052 -2433 NVNH3d 3H )INVFJd '8 IH3113)iVl NNA1 'H :S13311HOHV EDI Project 2 September 16, 1994 5/A2 - R -21 insulation to be placed within the "future mezzanine structure" not "roof structure" as previously shown. 11 /A2 - R -21 insulation has been shown on the section for clarity. 12/A2 and 13/A2 are accurately calling out "... to roof structure ". R -21 insulation between the roof joists has been shown for clarity. Please note that there is no insulation required above the first floor ceiling in the shaded area of the First Floor Plan. This area is located under the second floor showroom which has insulation at the roof structure and second floor walls (see 12/A2 and 13/A2). This will maintain the insulated envelope as required. 6. Structural calculations from Afghan Associates have been provided to show the "lateral analysis" as requested. Should you have any more questions regarding this area, please call Mark Temple at Afghan Associates at (503)244 -2450 or to Crystal Kolke at Robert Fossatti Associates, Inc. at (206)621 -1803. If you have any further questions or comments, please call me at (206)821 -3383. Sincerely, FERRARI DESIGN GROUP, P.S. Frank Heffernan, AIA Architect FH681 /III Attachments September 1, 1994 Mr. Frank Heffernan Ferrari Design Group Architects, P.S. 12277 134th Court NE , Suite 203 Redmond, Washington 98052 -2433 Re: E.D.I. office tenant improvements, plan review # B94 -0227 Dear Mr, Heffernan: I have reviewed your response to the initial plan review by Tukwila Building Division. Although some of the code related issues that were discovered in the initial plan review have been addressed others remain. The following comments are applicable to the plans received by this office on August 22nd. 1. The building "shell" was proposed and approved under the allowable area provisions for a one story building. Consequently, the upper level showroom area is properly classified as a mezzanine by UBC definition. It follows that the exiting requirements for a mezzanine will apply to the proposed upper level development. Since this mezzanine is not open to the room in which it is located, at least one of the exits must give direct access to a protected exit corridor, an exit court, enclosed exit stairway, exterior exit, or exit passageway. (UBC Sec. 1717, 4 , exception B,2.) Please review this requirement as it applies to your space plan and revise as necessary. 2. The "Showroom" area at the first floor qualifies as an assembly area of less concentrated use. Consequently, the calculated occupant load for this space indicates that two exits are required to serve this space (Note: exits must not require egress through warehouse area). In addition, the occupant load is such that the exit doors must swing in the direction of exit travel. Please revise the space plan to provide two exits for this room as noted. 3. The open office space on the first floor must provide two exits that do not require egress through the warehouse area to reach the exterior of the building. Please revise the space plan to provide the required exits. 4. Compliance with the Washington State Nonresidential Energy Code involves inspection of all lighting equipment and controls required by the energy code after installment but before concealment of the lighting equipment. At this time the power lighting allowances are confirmed. Consequently, the lighting fixture schedule does not provide useful information unless the actual manufacturer and model number of the light fixtures is stated. Please add this information to the lighting fixture schedule. Mr. Frank Heffernan B94 -0227 September 1, 1994 Page 2 5. Thermal insulation is required in the ceiling of the office area as specified on Sheet T -1. Clarify on plans or details the location of this installation. 6. The structural calculations submitted for the mezzanine floor design provide analysis for various members which support gravity loads. Provide a "lateral load" analysis for the mezzanine floor design. Please submit two copies of new information or revised plans that are developed. If you have any questions please feel free to call me. Sincerely, Tukwila Building Division Robert Benedicto, Plans Examiner CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVIS! DATE PROJECT NAME / • N SUB 1 TAL *�r CIT RECEIVED UKWILA AUG 2 2 1994 PERMIT CENTER ADDRESS /.�j ^7 Mie -1-l- //1-/47/' cS7a21 f . CONTACT PERSON is t zl.As PHONE h'2/ -- R ENGINEER L cr,�S /C' ' c.-^01/4--)/"7 6Lj PLPLAN AN CHECK/PERMIT NUMBER ARCHITECT TYPE OF REVISION: gr S,4 ,-J- ,'✓/ bob , P l42.o6 \ fr an V< .PI n an o* .� SHEET NUMBER(S) /2 "Cloud" or highlight all areas of revisions and date revisions. SUBMI'i'1'ED TO: PHONE 206.821.3383 FAx 206.82t3213 FERRARI DESIGN GROUP ARCHITECTS, PS Mr. Robert Benedicto City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: ELECTRICAL DISTRIBUTING INC. TENANT IMPROVEMENTS FDG PROJECT NO. 94011.00 Dear Mr. Benedicto: August 17, 1994 RECEIVED CITY OF TUKWILA AUG 2 2 199 PERMIT CENTER This letter and attachments are provided in response to your initial plan review letter of July 20, 1994. Please note the following with respect to your plan check comments: 1. Please review the attached revised drawing A -1 which represents a modified first floor layout arrived at in discussions between Mr. Bob Hart of SGA Corporation and your office. It is our understanding that the new configuration addresses the exiting concerns cited. 2. Please refer to the revised A -1 drawing and reconfigured second floor stair /exiting locations which as noted above have been the subject of prior discussions. 3. We have attached to this resubmittal an envelope summary form for climate zone 1 noting a prescriptive approach for the insulation requirements. The drawings have been revised to conform to the insulation minimums cited. See also the note on drawing T -I. specifying the prescriptive requirements. 4. We have attached to this resubmittal a lighting summary form to indicate compliance with the energy code. Please also see the lighting budget chart and the legend on sheet A -1 which when compared against the reflected ceiling plan will serve as the lighting schedule. 5. We note that the mechanical /HVAC design will be reviewed as a separate permit application. 6. The S1 mezzanine T.I. drawing submitted as an attachment to this letter has the Engineer of Record's stamp affixed as do the structural calculations. 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052.2433 ARCHITECTS: H. LYNN TAKEUCHI & FRANK HEFFERNAN FDG Project No. 940 i .00 2 "V` August 17. 1994 7. A copy of the structural general notes has been added to the S -1 drawing resubmitted with this letter 8. The exterior concrete walls of the building have been designed to carry the lateral seismic Toad of the mezzanine. The design calculations for these walls were included in the shell package submittal. The lateral load connections between the walls and mezzanine floor are shown in details 4/S1 and 5/S1 (see attached). Please contact me in the event any additional information is required in order for you to complete your review. Sincerely, FERRA I DES GN ;,I UP, P.S. Frank Heffernan, AIA Architect FI.1672 /III Attachments cc: Mr. Bob Hart - SGA Corporation Mr. Mark Temple - Afghan Associates 1994 Washin ton State Nonresidential Ener Code Com • Hance Form Envelbpe.Summary 1994 Washington State Nonres deneat Energy Code Com • .ante Forms Climate Zon' 1 ENV -SUM Apnl, 1994 Project Info Project Address F:I,EL'T(es.\4/ _ Ijc,- 1-RtpV -Tlj ft . Date / _ 6, 0. t4 1 G> -M 1 ION 9--Tle a al* For Building Department Use 11.44- wtL.-A WAsli II•&TON '18 Applicant Name: &'\ 4.45:12-- ,U, ,-1-(cl-1 . HAr2 -T- Applicant Address: a2.1 j4 Zo 4 -fl.4 S V4 ( NW acb Applicant Phone: 1-75. 2..i 1 I Caoco Project Description [New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option aPrescrlptive *. Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD 0 Systems Analysis Space Heat Type ❑ Electric resistance L• All other (see over for definitions) — Glazing Area Calculation Note: Below grade walls may be Included in the Gross Exterior Wall o Area H they are insulated to the level required for opaque walls, Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals '/e Glazing 1 1 1 _ t 2-S° v 1 00 = X ��„ `b Concrete/Masonry Option 0 Check here if using this option and if project moats all requirements for the ConcrelelMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic — All Other Roofs R 2 Opaque Walls IR I I Below Grade Walls — Floors Over Unconditioned Space 1 °1 Slabs -on -Grade g io Radiant Floors -w• Maximum U- factors Opaque Doors O . tpD Vertical Glazing a , (on Overhead Glazing -•-- Maximum SHGC (or SC) VerticaUOverhead Glazing 1 -" Seml-heated space' Minimum Insulation R- values Roofs Over Semi-Heated Spaces' 1 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on Interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC a 9.0 Btu /ft'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description U- factor (including Insulation R -value & position) 1994 Washin ton State Nonresidential Ener• Code Com•Iiance Form 0 Envelope Summary.( .c Climate Zon y ENV- SU�I'4I 1994 Washington State Nonresidential Energy Code Compliance Forms Apnl, 1994 Decision Flowchart for Prescriptive Option Use this flowchart to determine If project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type. For the purpose of determining budding envelope requirements. the following two categories omens. all space heating types Otter. An other space heating systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance (continued at nght) i��� . All ` • / Masonry k, walls R.11 ;')►d(Vall Greene OK ?: Vnsuiabon ?..' no ,\betow) ' yeC yes (' no`( 11 �' <40% .. *( !--<25%'`..... ',Gtazingt"no I � no ,Glazing% Pe s I yea r (All Insulation Installed? Opaque Walls R -11 Below grade walls (ext) R -10 Below grade walls (othr) R -11 ,Roofs over attics R.30 'Alt other roofs R.21 iF000rs over uncond sp R.19 (Slabs -on -grade R -10 Radiant floors R -10 Opaque doors 1.1-0.60 Glazing Cntena Met? I. Glazing Vert. OH Area % U U SHGC 00.15% 090 1 45 100 1 15.20% 0 75 1 40 100 i 20.30% 0 80 130 0 65 30.40% 0.50 1.25 0 45 no yes Electric Resistance: Space heating systems which use electne resistance elements as the pnmary heating system including baseboard. radiant. and forced air unity where the total electric resistance heat capacity exceeds 1.0 Waft' of the gross conditioned floor area Exception: Heat pumps and terminal electric resistance heating in variable sir volume distribution systems. "' Electric Resistance no N Heat? Yes ` • All insulation installed? 'Opaque Walls R.11 !Masonry walls (Int) U -0.19 Masonry watts (other) U -0.25 ,Below grade walls (ext) R.10 !Below grade walls (othr) R -11 Roofs over attics R.30 IA11 other roofs R.21 ;Floors over uncond.sp. R -19 (Slabs -on -grade R -10 'Radiant floors R.10 ;Opaque doors U-0 60 Glazing Cntena Mel? ' Glazing Vert OH 'Area% U U SHGC ' 00.15% 090 1.45 1.00 15-20% 0 75 1.40 1.00 : 20.30% 0 60 1.30 0 65 • 30.40% 0 50 1.25 0 45 no l i yea <20% N. G�azin . yet 7 •' Masonry N. /" A t `` Wall Cntena OK ?yt ; walls R -19 > Ps N, (below) /" no 'tinsutabon ?/ no yes All Insulation Installed? Opaque Walls R -19 Masonry walls (Int) U -0.19 Masonry walls (other) U-0 25 Below grade walls (ext) R -10 Below grade walls (otter) R -19 Roofs over attics R.38 All other roofs R -30 Floors over uncond. R -30 Slabs -on -grade R -10 Radiant floors R -10 Opaque doors U .0.60 Glazing Cntena Met/ Glazing Vert OH Area % U U SHGC 00.20% 0 40 0 80 1.00 Prescnptive Path Allowed yes r no All Insulation Installed? Opaque Walls R -19 Below grade walls (ext) R -10 Below grade walls (othr) R -19 Roofs over attics R.38 All other roofs R•30 Floors over uncond R -30 Slabs-on-grade R -10 Radiant floor: R -10 Opaque doors U -0.60 Glazing Cntena Met? Glazing Vert OH Area % U U SHGC 00.20% 0 40 080 1.00 yes 'Component Performance or Systems Analysis Required Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) HO x Area Totals Area weighted HC: divide total of (HC x area) by Total Area no 'If the area weighted heat capacity (HC) of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HCa1.0 unless calculations are provided; for all other walls, use Section 2009. 1994 Washin ton State Nonresidential Ener Code Com•liance Form Lighting Summary 1994 Washington State Nonresidential Energy Code Com.hance Forms LTG -SU.M • April, 1994 Project Info Project Address -,.-t : - T-r„ L Di - Tr2 -13,,J TIN) 6 NC. , Date d Il • 1.1+ o, J-n- 1 160TH GJi �� For Building Department Use TLJI4. t.J I LAN V/ft .4i{ 1 NI&JD 4 °g8z3 Applicant Name: g6)//S., �/O %:7)(5:. /\T101,-.1 D6s, 14Ag —T Applicant Address: 641 .. �o4 -rH- ' ' 'V ! L-tfwN WQO D � Applicant Phone:`"' . (;) -NB . ?,\00 Project Description ,A® New Building IJ Addition ❑ Alteration Compliance Opt-ion la Prescriptive tif Lighting Power Allowance la Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) Q No changes are being made to the lighting Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior Location (floor /room no.) Occupancy Description Allowed Watts per ft2" Area in ft2 Allowed x Area V 1. 1` L-t - Pat op.- p I G G 1. 2 -j3 "j 520 lkJ to :j_ -. j P 2.__..,_-______._E l� 1 G 1r 0 1 k OCR _ 2 T• )b r Vn "IS ll.p I I _-- 18 2±i- Bldg. (by facade) 0.25 WM2 ,Bldg. (by perim) 7.5 W/if Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts ., 0 , Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed le ,..r Ft- - 72 ■ - .1.0 L`i‹ 0.2 W /112 1 t Z I c. - -.L — 2.. l R> . VA tN Ci E" -. D 7S 3 Co 2 -B 2.t.11'.7) #=A4— 2 T• )b r Vn "IS ll.p I I _-- 18 2±i- Bldg. (by facade) 0.25 WM2 ,Bldg. (by perim) 7.5 W/if Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Inte for Total Proposed Watts 69 2.1 A Maximum Allowed Lighting Wattage (Exterior) N /A Location Description Allowed Watts per ft2 or per If Area in ft2 (or if for perimeter) Allowed Watts x le x t!) Covered Parking 0.2 W /112 Open Parking 0.2 W /ft2 Outdoor Areas 0.2 W /ft2 Bldg. (by facade) 0.25 WM2 ,Bldg. (by perim) 7.5 W/if Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) NiP\ Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 Washin ton State Nonresidential Ener Code Com • Iiance t"orrrl • Lighting Summary (br ' k) 1994 Washington Stale Nonresidential Energy Code Compli. .. roans • LTG -SUM Apnl, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type is " Other" and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Clearly indicate those spaces on plans. N not qualified, do LPA Calculations. Lighting Fixtures:: ❑ Check here if at least 95% of fixtures In the space meet all tour criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, 7.8 or PL, and 3. Lamps are 5.50 Watts, and 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use' LPA2 (Wlft2) Use' LPA2 (Wlft') Paintin • , weldin • , ca • • nt . machine sho • 2.3 Police and fire stations° 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banqueUconference /exhibition hall' 4 2 Assembly spaces °, auditoriums, gymnasia °, theaters 1 Laboratories 2 Process dents 1 Aircraft repair hangars 1.5 Restaurants /bars 1 Cafeterias fast food establishments° 1.5 Retail A'0 1 Factories, workshops, handii • areas 1.5 Retail Bt0 Retail banki • 1.5 Gas stations, auto repair shops° 1.5 1.5 Locker and/or shower facilities Warehouses ". storage areas 0.8 0.5 Institutions Libraries° 1.5 Aircraft storage hangars 0.4 Nursi • homes 1.5 Parki • • arages sill sMOn 1532 Wholesale stores (•allet rack shelvtn •) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildin • s, school classrooms, da care centers 1.35 Common area, corridors, lobbies exc • •t mall concourse 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churches)5.7." 1.2 Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the fruit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 3. The watts per square toot may be increased. by two percent per toot ofeciling height above twenty acct. unless specifically directed otherwise by subsequent footnotes. 3. Watts per square toot of room may be increased by two percent per foot ol'ceiling height above twelve feet. 4. For all other spats. such as seating and common areas. use the Unit Light Power Allowance for assembly. 5. Watts per square tbot of room may be increased by two percent per toot ol'ceiling height above nine feet. 6. Includes pump arca under canopy. 7. In eases in which a lighting plan is submitted for only a portion ot'a floor. a Unit Lighting Power Allowance of 1.35 may be uscd for usable office tloor arca and 0.80 watts per square toot shall be used for the common areas. which may include elevator space. lobby arca and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For the tire engine room. the Unit Lighting Power Allowance is 1.0 watts per square tbot. 9. For indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square toot. 10. For both Retail A and Retail B. Tight for free- standing display. building showcase illumination and display window illumination installed within two tees of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and 1-I1D merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square toot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted, the square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance. as the floor arca not covered by racks plus the vertical face area (access sidc only) ot'thc racks. The height allowance defined in footnote 2 applies only to the tloor area not covered by racks. July 7, 1994 1 hE-KM° NaIE, vatuemtrAt. Mr. Robert Hart 6614 - 204th Street SW. Lynnwood, WA 98036 Re: Electrical Distributing, Inc. - Tenant improvement. Dear Mr. Hart: The initial plan review has been completed by Building Division. Prior to our plan review approval it will be necessary to submit additional information and/or revisions to the space plan to show compliance with Tukwila ordinance. The following comments are applicable: . The calculated occupant load for the first floor office areas indicates that a minimum of two exits are necessary to serve these areas. Since warehouse uses are considered in the same category as store rooms, any required exits that propose egress through the warehouse area are not considered "legal exits ". Consequently, the office space plan, as proposed, provides only one exit door that may be considered as providing exiting for this space. Please review the space plan and provide a revised plan that will provide two exits for all the office areas, without passing through the warehouse area. Re: Chapter 33, U.B.C. 2. The second floor "Showroom" also is required to be served by two separate exits. The two egress paths as proposed also are in conflict with Code provisions. One issue is the minimum separation required. At the second floor the minimum separation is provided, but the termination of the stairs do not maintain the minimum required separation and thus the intent of this required separation. Secondly, one of the stairs terminates in and requires egress through the warehouse area. Finally, the stairs from the second floor "Showroom" that terminates within the office area would require egress through at least two adjoining rooms with a cumulative occupant load in excess of (10), again in conflict with Code provisions for exiting. Please review.the space plan and provide a revised exiting plan for both floors and all separate areas within the respective floor levels. Note that the development of corridors would be subject to U.B.C. Sec. 3305. Mr. Robert Hart B94 -0227 July 7, 1994 Page 2 3. The envelope component performance summary that was submitted does not indicate the U- values prescribed in Chapter 13 of the Washington State Non residential Energy Code. Please revise calculations to feflect the values required for the "Target" design criteria. Also clarify the resulting requirements for installed thermal insulation. Some wall section call outs are in conflict with each other and in conflict with the values in the UA calculations. 4. Show compliance with the "Lighting" provisions of Chapter 15 of the Washington State Non - residential Energy Code. Note method of compliance and provide lighting schedule as required, on plans. 5. Mechanical H.V.A.C. systems will have to comply with the Washington State Non - residential Energy Code. As this work will be under a separate mechanical permit application, compliance with the code will be checked at that time. Note: Mechanical plans that document all the energy code requirements for mechanical equipment, on the plans, will insure an expedited plan review and approval. This can be accomplished by referring to Chapter 14 of the Washington State Non - residential Energy Code. 6. Structural calculations for mezzanine floor design is sealed and signed by a professional engineer, while the structural drawings are sealed and signed by the architect. Provide documents with the seal and (original) signature of one or the other on both the calculation documents and the drawings. 7. The general notes on sheet T -1 (under CARPENTRY) refers to • Structural General Notes. Provide these notes. Specify compliance with the 1991 Uniform Building Code, and note the special inspection requirements per U.B.C. Sec. 306. Mr. Robert Hart B94-0227 July 8, 1994 Page 2 8. Provide a "lateral load" analysis for the mezzanine floor design. Please respond to the listed comments in itemized letter form, and submit two copies of revised plans or additional information required. Additional review time will be required upon receipt of the new information. If you have any questions you may call this office weekdays between 8:30 AM and 5:00 PM. Sincerely, Building JMsion Robert Benedic o, Sr. Plans Examiner • .... „ .. . • 10/13/94 11:21 FAX 206 7782198 • • •••• ••• " : •":,: ••• •:' : • ;••• ;:' • ••• ••• : : • : ••• . • ..: • •.• . .:.• : ••• . • . :• • : . . - • SGA CORPORATION 2h001/001____ PLEASE DETACH AND SIGN CERTIFICATE .BEFORE PLACING IN BILLFOLD —REGISTEREDUPROVIDED [MAW &Al' ..... CONST CONT GENERAL • . • REGISTRATION NUMBER • . EXP1RAT1ON BATE 01. SGA00**084BS 01/•0/9., EF•FC3IVE DATE 01i10/72. 3 G. 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M'rcLTCN (I'1),0.1 FAIL) (C4jy •b LNATALLtI% !N Ter- cf Pl1L4000) �-AL?, ttif FEkl $. tY .,'v:T MAIk I 'ALT JF t+'• •• TJI JCicT • FI'AME a Z' .> r,. -� • i I� c> Men/Well Connection • 1 L.'i Al 114 4 N : •rrot1 Cfl tt -,•••rt.'.T,Y. t (.r•.14L I'14 4 IN • 1'♦" D r • i T. u 17a• aft 1 ,4 f t'JE *Am. �• 6" 04. C4ieit. t•(• COP ff. ow MM a' -3' (It) 0)4 FAIL. $.r, ttUP c 11 • . a (Alit}) ri -.mist) Mass. OLB /Column Connection r LS.1'II1Yt n01•'{ W• Meal MUD 41/T HIM -e41h'O.G .• 1140PPIT jilt C/N 0 A / 1 co 1 b?sG. e8 e V-e a& 4111'$ IN'R104M.QUD Wiz/Well Connection IN • 1641' \r' )•4_' NW «it allsrl •fa rs taiga 1 fi1t�L • f••...I %s:i ,'i Structural Deneral Notes a UNIFORM BUILDING CODE, 1991 EDmoN. ULM* SNOW LOAD MEZZANINE I WIND 8011. BEARING 23 PSP • DRIFT 73 PSF ZONE 3 80 MPH EXPOSURE 8 2300 PSF ALLOWABLE EQII= 1. BOTTOM OF FOOTINGS TO 38 A MINIMUM OF 1ST BELOW FINISHED GRADE. 2. FOUNDATION DEMON 13 BASED ON RECD M MBNDfTIONS INCLUDED EN OBOENOINEERS' 1987 OEOTECHNI CAL REPORT FOR 'PROPOSED SEAOATE DEVELOPMENT. ALL SITE PREPARATION AND FOUNDATION CONSTRUCTION SHALL BE ACCORDING TO 11313 REPORT. 1.1. MINIMUM COMPRESSIVE STRENGTH AT 21 DAY& • 3000 Pal POann% MAa • 4030 PSI WiLLL& 2. MAXIMUM SLUMP 4• PLUS OR MINUS 1'. 3. MINIMUM 3 SACKS OF CEMENT PER CUBIC YARD. 4. MINIMUM CONCRETE COVER: • CAST AGAINST EARTH: 3' CLEAR. • EXPOSED TO WEATHER: 1•1/7 CLEAR. • NOT EXPOSED TO EARTH OR WEATHER: 314' CLEAR. S. REINFORCING STEEL: • DEFORMED BARS ASTM A613, GRADE 6Q TYP. U.N.O. • WELDED BARS ASTM A70t • MINIMUM STEEL AT WALL PANELS: (2) IS.AT ALL PANEL EDGES AND AROUND OPEMNO3. a EXPANSTON ANCHORS TO BE RAWL STUD OR EQUIVALENT APPROVED BY ENGINEER PRIOR TO INSTALLATION. 7. ALL HOOXS TO BB IN ACCORDANCE WITH Aa 311, aiAFTER !. S. ALL SPUME TO BE IN ACCORDANCE WITH AO 311, CHAPTER 9. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH INC Stenos w(Ay It PROVIDE 2'4 X 2'4 CORNER BARS AT ALL INTBRSBC LINO HORIZONTAL REINFORCING 04 FOOTING& IL PROVIDE REINFORCING 3AP SPUCES THUS: i9 cs MELO 1. 3. 4. 3. 7. R ONUS STRUCTURAL STEEL. To BE ASTM AM UNLESS NOTED annum TUBE STEEL TO SI ASTM A3It GRADE t DOLTS TO SR AMA A307. WJLDINO TO LIl SY CERTIlIBD WELDERS WINO S70X1 RUICTRODEB IN ACCORDANCE Wfl'FI AWS STANDARDS. ALL WILDINO TO HAVE SPECIAL INSPECTION av ammuosa TESTING AOINCY IN ACCORDANCE WITM UDC ROM SAS. AMIDE . To HAVE NW COAT. STEEP. FABRICATOR TO SUBMIT SHOP DRAWINOS TO All FOR REVIEW PRIOR TO !MUMMY. MK WASHERS TO II UEDD AT ALL JOLTED CONDITIONS. Cea 1. ALL NAILS TO HE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. 2. ALL NAILING TO BE IN ACCORDANCE WITH UNWORN BUILDING. CODE TABLE 234 UNLESS NOTED OTHERWISE. 3. ALL FRAMING HARDWARE TO BB SIMPSON SFRONG.= BRAND OR EQUIVATBNT SPECIFICALLY APPROVED BY ENGINEER. 4. DULL BOLT HOLES U16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. ▪ S. LUMBER GRADES: • ALL aX AND LAflOER MEMBERS TO BB DOUGLAS FIR an Exam WHERE NOTED OTHERWISE. • ALL 2X AND SMALLER MEMBERS TO OE DOUGLAS SIR (P2 EXCEPT WHERE NOTED OTHERWISE. • OLULAM BEAMS: DOUGLAS FIR 24F VS AT CONTINUOUS OR CANTILEVER SPANS AND 2411•114 AT SHOW SPANS. • • ALE. WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. - BEARING STUDS TO BE 2X6 DF/2 AT 1'•4 ON 6. SHEATHING: • ROOF SHEATHING: Ur ORIENTED STRAND BOARD INDEX 32l16 • TYPICAL ROOF NAILING (ALL EDGES BLACKED) 10d AT e 0.C. AT BDGES, AT IT OC INTERMEDIATE: • SPECIAL ROOF NAILING: (ALL BOOBS BLOCKED}: 1110 AT 3•1/1' OC, AT DIAPHRAM BOUNDARIES, AT 4.O G OTHER EDGES, AT 1T O10 IPT RMEDTAIE. • FLOOR SHEATHING: 3/4' T & 0 PLYWOOD • Timm FLOOR NAILNO: till AT 6.O.0 EDGES, AT IT o.C: INNEMNEDIATt. GOY OF TUK1'IItA APPROVED DEC 2 8 1994 AS NOTED OUILDINO DIVISION IDDEHMILIZEISED 1. ROOF TRUSSES SHALL BE'UT ►URUN' AS MANUFACTURED 8Y STANDARD STRUCTURES INC. 2. TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PRIOR TO MANUFACTURE, TRUSS MANUFACTURER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS SEALED Elf AN ENGINEER REOISTERED IN WASHINGTON. 3. SHALL O � AND raRMAVf NUDGING AND BLOaNAS REQUIRED. 4. DESIGN LOADS: TOP CHORD: .10 PO DL • SELF WT • TS BOTTOM CHORD: 3 PRRP DL BRIT !. DBFUWI D PLWIt 6 M' (NET) "i a• TOTAL WAD: LSO OEC Z F 1991 SNOW LOAD: La a • TOP 01ORD MATIRW. MAIL BB GROUP 11 SPEaEt f4Rf�1CINON AS MANUFACTURED SY TRUES TOUT PltO� 2. VIDE ALL SS1L'aNARY 21.000140, BIUDOING. ITC. • 01 el 4 40 14 r N • ad O 4V W 0 a. W 1 W 1- DEC 231994