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Home My WebLink AboutPermit D96-0026 - OPASCity of Tukwila �. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 092304 -9068 Address: 3325 S 116 ST Suite No: Location: Category: ACOM Type: DEVPERM Zoning: M1 Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: KR314E SEC923 .0 South: Sewer: Slopes: Contractor Licence No: SGACO * *084BS Permit No: Status: Issued: Expires: D96 -0026 ISSUED 10/23/1996 04/21/1997 Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERS .0 East: .0 West: .0 Streams: OCCUPANT OPAS 3325 S 116 ST, TUKWILA WA 98188 OWNER SEAGATE /GATEWAY NORTH PROP C/0 KEMPER R/E MGMT, PO BOX 1459, LAFAYETTE CA CONTACT DAVID KEHLE Phone: 433 -8997 12878 INTERURBAN AV S, SEATTLE WA 98168 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADDING OFFICES IN WAREHOUSE SPACE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *1 Construction Valuation: $ 62,625.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, TOTAL DEVELOPMENT PERMIT FEES: $ 1,086.90 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *.. Permit Center Authorized Signature:_ Date: Oa-. .24) g qc o 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 of4h.is permit does not presume to give authority to violate or cancel the.pr'bvi's9on of any other state or local laws regulating construction or the performari'ce of work. I am authorized to sign for and obtain this developmen n►' t. S i gnatur: QlUditiLd luavizo Date Print N ame:_ _ -Al 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. CITY OF TUrWILA Address: 3325 S 116 ST Suite: Tenant: Type: DEVPERM Parcel #: 092304 -9068 Permit No: D96 -0026 Status: ISSUED Applied: 09/30/1996 Issued: 10/23/1996 44k**41**'4* *kk*A *kk**k**•kk***•4•k4*l kk• ********* *k**kk•k•k * *: *•k4* *:k * **4kk.k•k Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Electrical permits shall be' obtaine.d through the Washington State Division of Labor and Industries 'arid all electrical work will be inspected by that agency (248 - 6630). 3. A 1 1 mechanical, ,work shall be under separate permit issued by the City of..Tukwila. • . 4. All permits inspection records, and approved plans shall be available at the job site prior to the start of any con - structi.on :' 'These. documents are to be maintained and avail- . able until final inspection •approval is granted. 5. Any new, ceiling grid and light fixture installation is requi;ed to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally - braced if over eight (8) feet in length. 7, Any,,:exposed insulations backing material shall have a Flame' Spread Rating of 25 or less. and material shall bear ident.i- fication showing the fire performance rating thereof'. L. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1 994 Edition) as amended. Uniform Mechanical:Code (1994 Edition) and Washington State Energy Code (1994 Edition). 9. Validity of Permit. The issuance . of a permit or approval of nlans� specifications, and computations shah not be con - strued, to be.a permit for, or an approval of, any violation of anyof the provisions of the building code or of any other :Ordinance of. the .jurisdiction. No permit presuming to give`authority to violate or cancel the•provision of this code shall be .veil id. • 10. VENTILATION IS REOUIRED FOR.ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE'AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 11. Plumbing permit_w.shall be obtained through the Seattle -King County Department of :Public Health. Plumbing will be inspected by.that agency, including.all gas piping (296- 4722). CITY OF T /'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Opp Value of Construction: 45 Li.21 /1,9-5. Site Address: �`� C't State/ 'p: _33Z 3. / I L - i ,io_ ftIct�' Tax Parcel Numb r: j r�a�a- " cio/.., ,ct)4 Property Owner: �I \i'ao Op �►- a.rnmel (l's� a. Phone: A4-1- I I03 Street Address: 1 - in ru/ h/) n Au City S4tate/Zip:4 Fax #: G Contact Person: �ci via_ `4'i2h(Q, �'u'� Phone: 4,33 _ 8gq 7 "hi Street Address: -�r�' /�'. , ity State / i�, .1. l'i�t',f'U 1't7�' 6. -/L )f� �S "(l � Fax #: /' v ail r� �i ' r3 Contractor: mo4_ y�T ��t✓C,TD 7 Phone:_ Area of Construction: (sq. ft.) 4- 1 15 Street Address: _ _ City State /Zip: Fax #: Architect: Da(ICL -het/LP A-tichi-eitli �i i' Phone: 4 ,gggf7 r Street Address: City State /Zip: %a� 7g S>11.rl (bm Ai _lam ! ii, ciRit 1�' Fax #: �f roc) �? - Engineer: p i c.hcvm 1- -kki6on i � ` Phone: . 3 A4 - &I uric Street Address: I Lv"O5 I Eli f 6U Ik, 'U City State /Zip: r Fax #: r� J(7 /— - ,4t i' C� .`�0Ii1 .ir1 C:iJr22 fir 4 " �1��'T� Description of work to be done: /� /jd 1 . 4, / 15 •5 F 0 4-jct itY- fi erren -62 �G� -(./► Existing use: ❑ Retail Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family Warehouse ❑Hospital ❑ Motel /Hotel Office in Other Applicatio aken by: (initials) ,nZtc Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ SchooVCollege /University ❑ Multi- family 'Warehouse ❑Hospital ❑ Motel /Hotel XI Office in Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 50/ 3 ciD existing Area of Construction: (sq. ft.) 4- 1 15 Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes 131 no X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De • artment ❑ Channelization /Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling O Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a ication accepted: - 3o- ((o Date application ---) expires: n -3u --9-(0 Applicatio aken by: (initials) ,nZtc CTPERMIT.DOC 7/9/96 ALL COMMERCIAUMULTI -FA i/ LY TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOLING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which•are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P HE WS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 6 N' ' O UT OR� D AGENT: Signature: � ..m Date: , T.;.11 Gf ,� Print name: (�C4 fric . h r L` ' Phone: - �Ol�i 7 Fax #:� _ �i� J Address j r-6' 78 _+r-i )4t.ru✓ btu-i At ' ..r) City/State/Zip /State /Zi y p'�Lr�L�f�'c�, (.c�; r �l(�� CTPERMIT.DOC 7/9/96 * * * *44* 144 ** ** * * *44 * *k•k *4 *4•k * * *** **4 *41 *4 * *4 #44.44• * *k4 *4444*444 ** CITY OF TUKWILA. WA TRANSMIT * **444 * * * * *•k * *4 ***4 * **• * *4* *444 *A * ** * *44 * *A *444 * * * ** ** * *1k* *44444* TRANSMIT Number: R9600486 Amount: 426.40 09/30/36 11:54 Payment Method: CHECK Notation: DAVID KEHLE Init: SMC Permit No: D96 -•0026 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 092304-9068 Site Address: 3325 S 116 ST Total Fees: 1,086.90 This Payment 426.40 Total ALL Pints: 426.40 Balance: 660.50 * k**; i*****i 4************ k** * ** *41 * *•A *•A * * *i ** * *AAirl* **Ik i d* *A1,A *11 ** Account Code Description Amount 000/3:2.1.00 BUILDING - NGNRES 426.40 R#59-15 4301gb 4. i.• 4 .4* *h* * * * ** *k*4 * **k *• **k * *A * *04 **irk * *- 4 ***•kkk**•A *44.4 k-k * *44 * +444�k* CITY OF TUKWILA. WA TRANSMIT #1.4**** *4*:4**•i*4******4fr ** k4**• kk kk* *k***- k4 *4.41.*k•.l*-4*•k4*1. *1. "-444 TRANSMIT Number: R9600501. Amount: 660.50 10/23/96 1358 Payment Method: CHECK Notation: DAVID KEHLE Init: MEV Permit No: D96 -0026 Type: DEVPCRM DEVELOPMENT PERMIT Parcel No: 092304- •9068, Site Address:`3325 S 116 ST This Pament 660.50 Total Fees: 1,086.90 Total ALL Pmts: 1,086.90 Balance: .00 4 4****: l• k**4%** 4• k4 4*. 4** 4** 11• k1l***• A44**** 4• *•A **4 **4 * ** ** *•A *•k *4*4 *4 *••A* Amount 229.~ 60 426.40 -4.50 Account Code 000/322.100 000/345.830 009/386.904 Description BUILDING - NGNRES PLAN CHECK •- NONRE5 STATE BUILDING SURCHARGE P,-t LAW u 101aN1610 Fireproofing Aggregates Shotcrete Concrete Masonry December 9, 1996 A s p h a l t Roofing File: 96-407 P i 1 i n a S t e e l S o i l s City of Tukwila Building Department W o o d 6300 Southcenter Blvd. Tukwila, WA 98188 r't REVE1VED DEC 10 1996 COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABORATORY Project: Gateway North -Opas Address: 3325 S..1�f6fli St, Permit No.: "''1596 -0026 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. Expansion bolts 2. Field welding 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 December 6, 1996, number 7407, copy attached. Sincerely, A.A.R. TESTING LABORATORY, INC. is44914b4. Kimberle Freiheit President cc: SGA Corporation Tel: 881 -5812 Fax 881 -5441 • P. 0. Box 2523, Redmond, WA 98073 =c. City of f Tukwila John W. Rang Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name %) S Thomas P. Keefe, Are Chief Permit No . A7( -. COOP- Address 3 2 c t. ' / / („; Retain current inspection schedule Needs shift inspection Suite # �r / // 3 /3 /Y0 k /)4k 7 of /0y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature (7�y Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 -4439 .14 Jx.•„\t:ei?aCru �yM.. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. I CITY OF TUKWILA BUILDING DIVISION i ;� • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j-- (20-6)`43f =3fiZ0 Project: © Ls Type of inspection: „� + Address: Date called: - Date wanted: ��"'1c7 --�97 a.m. p.m. 32- , //� Special instructions: p� �/�_J��S Sv :, F ` 0, L, s II ��Ge)7,•-Al Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dater / 27_9.2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project:typo Type of inspection:FINAL tcs) 5 (f si..- Date called:1, , q7 Special instructions: g 1 o9 W H-L- CA1-i-- A6/� IN OWE-- NF_ I-I� i;T tkj� A Time w/ FI I � PE,Pr. Date wante� 4 g - 9.m. Requester:,) A 1 KE Lakei i't /'�tC{ (� i l�- )o.:°( 1 — % (c 1 pproved per applicable codes. Corrections required prior to approval. COMMENTS: A C'r4 �►-wa S c -APL Q1 cL-1-0 nt-c . t ,, Fr ■om-- AegitavA -c_- IAA UL- O C ctA 14-- A Ft'`c' -- A s.— UrtatJ OF. --ro e i stn.) G 16,- -�,tsl oc, WA,A,L. , J -rwr t..M (k -A--b vSc t s ='y,,.1 VC's . Inspector: Date: 4. 4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ----.....**20..aomegtOterraISIUSIZIMMEMZSMS=261V INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION -t 300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 ‘Ptras (J•• Acosa... it-1 LANQ...11A-tv.sz- Tre., W'Oclion 5 1145M-R- SlCIOA-C..F. f.01- 14c3I1E 41 2. Address: i 5") rilfzc44 - A (.11ft • Date calleidy2 1 TM K"- TIVF1 Cd•pc%) 6Z- 1 t■t-StALMV-9 -ro . Special ins uctions: -\-\(-e iv. 0 10.00 awl. s 15 Date wa 7 till: `2 1) a.m) Pa IL Requeste : M ju (A proved per applicable codes. I Corrections required prior to approval. COMMENTS: ) .57%. 6 LA "i-t 1.36 0..k.,(1-...,9 t14%11-kr 0 2-1 (J•• Acosa... it-1 LANQ...11A-tv.sz- ) ck-i L.-triG t O.-Suit-1,4J 1 zrir czwL., titl AoPrvt-1-41 • 5 1145M-R- SlCIOA-C..F. f.01- 14c3I1E 41 2. 4. 'CA .4' el Isiert— , 5") rilfzc44 - A (.11ft • C-414 f'S LNGVk'S SI4t)(3 66 ,c, 0-Ak-e, s_,) TM K"- TIVF1 Cd•pc%) 6Z- 1 t■t-StALMV-9 -ro . -r-,)T F.1.1§,,...,4, of-- vrea.-af.diNt-Ae- vg seewk1). fs, Inspector: Date: fiai jc7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. ) 431 -3670 Project: 0/...)/11.5 /24 "'" Type of inspection �� % frai Address: // .,.pate 3,3 s— .� �/ [o called: Special instructions: // c_5 v, i/� C©? // 3 Date wanted: i_2_2 �"� CD P.m. Requester: / y L Pik / ` O Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OLt_-v.P rj�. .tCLLStA . Inspector: Date: 1/2.21/7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 96r. oocZ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 PERMIT NO. P :':':As of ' spection: C 1� d _5 • ress. ,... Date called: -7 Special instructions: Date wante ?. ,.. 5 a.m., •.m. Req 4 • Phone Nq9 3 '16 , Approved per applicable codes. Corrections required prior to approval. C'OMMENTS: Inspector: 1 1 Date: /11/9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Pron ((%n s I, Li N FtxrurtzS 'x,47)44,. Su. PP6n -A wAtts-t Type of '►2spectic : 62:),,w..• . ddres • 1 Date called: 12.x' Ft `1<n 14 Q P.-:-A a (+ c,C /t,..4Ti-U \ (tcZ .5 tii cJc.__ Special instructions: t c r CC-6 41-6[ z .±.0.1 1 G Oe Tn X'Al..) 1 Yt v-e. I(*c_ W1"D� /'f1 i rq , Date wanted: `�'1 a.m. .. . RequesteriA:b / oneaZ . / 5 . ! jL/- Approved per applicable codes. Corrections required prior to approval. COMMENTS: I, Li N FtxrurtzS 'x,47)44,. Su. PP6n -A wAtts-t Faces C)(L . . a.) L.,u ,,, c tt* t fe■ — \z) 21 2 : rt x r�� mc'1 1 A410�- .% c_ t. rt- 12.x' Ft `1<n 14 Q P.-:-A a (+ c,C /t,..4Ti-U \ (tcZ .5 tii cJc.__ w h'�- (1,1 o(?. Co g_14,050 . T li►aG Ikrls - 14.0 0 Qr ti, m.-, -1-ti w FS,— 4' Wirl- .. . Sc't vk it..4" D ► C1 c4 S , Inspector: Date: t %Q 1/ (i7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,• (206) 431 -3670 Projeo /I .e of inspectjo : I • '` L l Ir it ss: c a, ) 1,0 -ate lied: .6/9& Special instructions: �,'� ��{" ,J►yc xu' jC7 y Date wan ed: d qi 4.'� l (p p.m. Requ st r: Phone No ' 4`70 I Approved per applicable codes. L orrections required prior to approval. COMMENTS: Inspector: Date: /27,/e7 / $42.00 REINSPECTTON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO (206) 431 -3670 Project: 1245 T_r Aectioinit- Addl 2 56 jib Date 7 a211-ecy ` ' 1 Special instructions: f' �1._ I p alt p Id I� Date wa t d ' /2.. / 1% 9 tsa a.m. pm. i Req est r . LO�a,�. Phone Q� -^� t � / �, 154 (1. vS T1b Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS:` 1 I_ -- U Date: 12.4/2791‘ ' 1 $42.00 INSPECTION vFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ` 1 (206) 431 -3670 Project:0p n S l7 Tofnsptipn: S --.g t. r AL . 4t 4 tS h' ar .C2•lU?d A re • 75 5' l Date alled /Tdi1i 9t / -5 41 /=--Z___ Special instructions: � T " le � r 3 Date w! a Z i 2/ % o p. m . e a W6 /1 4-v • (-24 4 ,--zs(,(,4 --). Approved per applicable codes. Corrections required prior to approval. ENTS:Lchire j C.....---.2. S --.g t. r AL . 4t 4 tS h' ar .C2•lU?d ? 61, `` g /'S K G !/ L5404) ` z // G 4 it 'ale, / -5 41 /=--Z___ (U� trZialiN6.m. W6 /1 4-v • (-24 4 ,--zs(,(,4 --). Inspector: Date: / � ,/‘ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit �6 -00a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Proje j- Jpits h-P-e tVI. at l ►v1c�[LIvr1 -� Address:�� S 'i Date called: t 9 / 0 4 Special instructions: /CM fi i-. Date wanted: 4). (® t? I ��1 al P m Requester: T MA Phone No.: 9 oi 3 3 3/ C • MMENTS: Approve" per applicable codes. Corrections required prior to approval. Inspector: Date: $42.00 REINSPECTI1/ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Prt7p s T o f inspection: Ad_d�, ' I sj Date calJeA / ` 4aQ Special instructions: <„ .� ) 1 ) 3 Date wandta, /p� 1 / "6 o p.m. Reg�er : t �t is o PhoneM: 9 (I:) q Approved per applicable codes. Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Pro' 4 � e /1 o f U tcttnL —006, S • • d : : j Date call d• Special instructions: Opt ►s j I�.kt,v�, I r.� It3IS Date wap� : / /_r: I g / 1 � P •• Approved per applicable codes. Corrections required prior to approval. COMMENTS: -L Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: LAS C 1994 Washin n State Nonresidential Ener Co Com • liance Form • Envelope UA Calcua . tions Climate Zone ''. 'ENV -UA 19-r< Waslnnplon State NonreNdenbal Energy Code Compliance Fpsms AOte. 1994 Project Address OM '% • ilitaeal Clisfir "Date k Space Heat Type ❑ Electric resistance I AII other For Building Department Use Glazing Area ass gross exterior wan area /Q % Concrete/Masonry Option • 0 Yes No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component List components byyy assembly page N Proposed UA U- factor x Area = UA (U x A) .Target UA U•factor x Area (A) = UA (U x A) z� > 0 �IDj8 U= Plan ID: ei�i `1'��1 ��' • U= Plan ID:` d IO2 Plan ID: U= Plan ID: U= _ Plan ID: U= Plan ID: U= Plan ID: • /�(A) A 7g el 3.2.f. p. gin 31 ' S1, 5 0 ,, leis 10-us 0,410 ie10 .fit!,L Glazing % Electric Resist.. Other Heating •U= • :0-15% •••• "•0.40.•' :: ••'. 0. BO' .r • >15-20 %:•:,•,.•;::,0.40.::` :•0.75••• 2030% •not aimed ' : `;'' .:. 0.60-, • >2G3. >30 -40% ,. pot allowed •••:•• ; ; .;..0.50. ... ; (see Table 13.1 for ConGMasonry values) io g' • A p O .U= a �8 0 C U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: �� U= Plan ID: U= Plan ID: U= Plan ID: •..---- Glazing % Electric Resist..... Other.Haating ; ` 0-15% :: 0.60. • ..1.45 -. • >15 -20% • .. "..; 0.80 . • : . :1.40 X20 -30% not alloyed 1.30 >30.40%..:. .not allowed • ,: • 1.25 .... ` •see Table 13-1 for Conc/Masonry values) Plan ID: fj.G• I�. • U= Plan ID: U= Plan ID: . d,�3 co' • trr1d fi *16 i0 -(O 4 D, lob {03 71,E • •'• ,'Electric Resist::. 'Other Heating -. .. • 0.60. 0.60' iii 8 g cc = Plan ID: R. Plan ID: R= Plan ID: �� . Electric Resist. :Other Heating • • - 0.031 '•: 0.036 • O 8 R= Iq Plan ID: X11.10 ll1C( ii �1%'f 101) R= Plan ID: R= Plan ID: 0 , d� 4-1-1 � 4 .14 b • 0$ •417r7 '2b'1' :Electric Resist. Other Heating • • 0.034 • 0.050 - IOpaque Walls' R= II Plan ID:GpU(�, rt_le / R =elm PlanID:Ot'G‘60 R =eI PIanID: VII °� d ml.' ' R= Plan ID: R= PIanID: R= Plan ID: R= Plan ID: R= .Plan ID: b,14,. i P23,7� . I, 14 b,01 II4,2S, 1'11 „ 0,2C- (5•,'7 s,g,4-4 OtI4 l�CtrSS 'lJS,fo�1 Electric Resist. .Other Healing Ordnary • • 0.062 • .0.14::: `'. Metal stud:... -: 0.11 .' 0.14 •:.:: Conc(int) • ' .:0.19 • : '.-. 0.19 Conc(oth) .. • • • 0.25 • • .025 Below Grade Walls R= Plan ID: . R= Plan ID: R= Plan ID: 071"., R= Plan ID: 'Electric Resist. . • Other Heating 'Ordinary 0.062 . • •• ' 0.14 Metal stud ' • '0.11 • • •• •• 0.14 Floors Over Uncond. Sp. R= Plan ID: — R= Plan ID: i I I� R= Plan ID: R= Plan ID: _. • Electric Resist...Other Heating ' .0.029 0.056 • 0 N o, R= I PIanID: rrU9,.'r t7,`�I 73,5' $Q,,1 d,73 1 b^ , 7 �� 1,0 r 0,54 ''STS j�',.i.� R= Q Plan ID: r�a,I� �r R= Plan ID: R= Plan ID: Electric Resist. Other Heating ..:•• F=D.54 • . •. .F =0.54 • (see Table 13.1. for radiant floor values) .• pEVE't�t{ walls, indicate core insulation material. rY OF TUKWILA 'Totals Cp'.,SL ✓ For compliance: /0(01,uf Totals' to/ 7%G,S< ) 0q,' f . SEP301996 PERMIT CENTER 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. Wahl X Max Glazing area (Table 13-1) 100 • Target OG Area in Roofs over Attics Max OG Remaining 1994 Washin t n State Nonresidential Enera Code Com'liance Form • Envelope SHGC Cal,. lations Climate Zone ENV -SHGC 1Dga Wasnmglon State Nonlesroent,al Energy Core Compliance Forma Ape. 1994 Vertical Glazing List components by assembly ID 8 page M Proposed SHGC . SHGC' • x Area (A) = SHGC x A Target SHGC SHGC x Area (A) s SHGC x A is c e,, A >(9 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: PIan ID: 6: Glazing % Electric Resist. Other Heating • x2096 1.00 1.00 ;.• . >20 -30% tot aAovred : .'.0.155 •.' >30 -40% not named 0.45 _ • (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. For compliance: Glazing % -.Electric Resist:•• • Other Heating >20 -30% ' • not allowed .. ''. 1).65 ' • .30-40% ; not slowed '... , 0.45 ' (see Table 131 for Conc./Mason. onc./Masonry values) . 'Note: Manufacturers SC may be used in lieu of SHGC. Totals` • For compliance: I Totalsl ` 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing List components by assembly ID & page* Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) a SHGC x A 1 Overhead Glazing PIan ID: PIan ID: Plan ID: PIan ID: Plan ID: Plan ID: 6: Glazing % Electric Resist. Other Heating • x2096 1.00 1.00 ;.• . >20 -30% tot aAovred : .'.0.155 •.' >30 -40% not named 0.45 _ • (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. For compliance: Totals Totals' 1) Proposed total area shall equal Target Total Area, and 2) Propcsed Total SHGC shall not exceed Target Total SHGC. Target Area :Adjustment Calculations' • ` If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above., Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls 1: OG= 2: OG= 3: VG= 4: 5: 6: 17: Roofs over Attics Other Roofs 1: B lesser (circle) 7: ■ Maximum Target Glazing Area 7: Target OG Area in Other Roofs 8: Proposed Opaque Area 4: 5: + Proposed OG Area 1: 2: 2: J lesser (circle) Total Ta get OG Area (sum X10 + i111) Proposed Opaque Area 6: Proposed VG Area 8: Target OG Area W 10: 11: 12: Target VG Area + 13: _ 9: Target VG Area 9: Target Opaque Area 13: 14: Target Opaque Area 15: Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Note: If there is more than one type of wall. the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12, 13,14.5 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHUT calculations above. 1994 Washin • . n State Nonresidential Ener Cod Com • fiance Form Envelope Summary 1994 Washington State Nonresrdenoar Energy Cone Compliance Forms -"Climate Zoe . 1 Project Info 'Project Address tere I�svv �iU 1 1/„11 • Applicant Name: Applicant Address; Applicant Phone: 2 0 1171' .,r, '71%411. ENV -SUM Date 1111140 For Buil ing Department Use Ape. 1994 'Project Description 0 New Building ❑ Addition Alteration ❑ Change of Use 1 Compliance Option 1=1 Prescriptive Component Performance ❑ ENVSTD 0 Systems Analysis (See Decision Flowchart (over) for qualifications) Space HeatType ❑ Electric resistance Minimum Insulation R- values XAll other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area N they are insulated to the Iewl required for opaque walls. Total Glazing Area , (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals % Glazing '1.W T 2-N-21, X 100 - • Concrete/Masonry Option 0 Check here if using this option and if project meets all requirements for IM ConcreteMtasonry 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/cooded,space . Minimum Insulation R- values Roofs Over Attic 1 N A& All Other Roofs 2` Opaque Walls 'I Below Grade Walls r" Floors Over Unconditioned Space 1. ...--:" Slabs -on -Grade 10 Radiant Floors r" Maximum U- factors Opaque Doors • p,UV Vertical Glazing Ej 4 r0 • Overhead Glazing r- Maximum SHGC (or SC) VerticaVOverhead Glazing ' . p, eS Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' '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 2 9.0 Btu/R' -'F below (other walls must meet ,Opaque Wall requirements). Use descriptions and values from Table 20-5b In the Code. Wall Description (including insulation R -value & position) U4actor (T 1994 Washin State Nonresidential Ener. a Cod "' .orri a fiance Form EnvelopeSummary sack) 1994 Washington State Nonrsroenoal Energy Code Comp once Forms Climate Zone 1 ENV -SUM 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 requwements. the follovwng two categories comprise 100 space heating types: Oilier. All other space haaung systems mcludhng gas, solid fuel, oil, and propane space heating systems and Case systems listed in the erception to electric resistance. (continued et eight) /� �- ../ M� /Masonry N <\ walls R•11 rte`-* Wall Criteria OK?> Vthsulabon ?/ 110 (below) /' yes ■• , yes'j' . m All Insulation Installed? Opaque Walls 11.11 Belau grade walls (.xt) R.10 Belau grade walls (otter) R -11 ,Roots Roots over attics R•30 other roofs R -21 Floors aver uncond.sp. R -19 Slabs- on-grade • R -10 Radiant floors R•10 Opaque doors U-0.60 Glazing Criteria Met? Glazing Vert. OH Arta % U U SHGC 00.1511, 0.90 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 0.45 110 yes } Electric Resistance: Space heating systems which use electric resistance Wmens as the plinory heeling system Metalling bas.ea.M, radiant. and forced air units where Cie twat Matte resistance heat capacity exceeds 1.0 Wrest the roes conditioned 11001 area. Exception: Hest pumps and temtiner electric resistance Mating m v.n.bte air volume dr. *IMAion ayewns. - i EMetic Resistance tso \`Heat? , / m M insulabon installed? Opaque Walls R -11 Masonry walls (int) U.0.19 Masonry walls (other) U •.25 Belau grade walls (ext) R•10 Below grade wafts (othr) R -11 Roofs over attics R -30 I other roofs R -21 Floors over uncond.sp. R -19 Slabsonynde R -10 Radiant floors R•10 Opaque doors U-0.60 Glazing Criteria Met? Glazing Vert 0H Area % d1 U SHGC 00-15% 0.90 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 / tera AO 9 {Na0 Criteria OK7}�F -'-. wails R•19 yes `.(petpw) no • ulabon7 Y� m/ <20%\ ��QOx� • / �•Glaziny„d 110�'jY yet`? T tat All Insulation Installed? Opaque Wares R•19 Masonry walls (int) 1.1-0.19 Masonry walls (other) U -0.25 Below grade wails (et) R•10 Below grade twills (othr) R•19 Roots over attics R•38 All other roofs R.30 Floors over uncond. R -30 Sl.bson grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH Area % U U • SHGC 0•2014 0.40 0.60 1.00 ti Prescnptrve Path Allowed M Insulation Installed? Opaque Walls R -19 Below grade walls (mil) R -10 Below grade walls (otter) R•19 Roofs over as R -36 M other roofs R -30 Floors °VW u toord. R -30 Stabs-on-grade R•10 (Radiant floors R -10 Opaque doors U-0.60 Glazing Criteria Mct? Glazing Vert • 011 . • Area % U U SHGC 00.20% 0.40 0.10 1.00 Component Performance or Systems Analysis Required Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area 'If the area weighted heat capacity (HC) of the total above grade wall is a minimum o19.0, the Concrete Masonry Option maybe used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. , 1 P ; „ - 70,1s4 -typ.co • —1214)17' It7' rwri 11)( 1Be. co ie6s,s0 1-71 A Ir71 at/111101i WtWIrk) 110 CO -1 11"/•*2 Nitro* t 0i,ttr-1 ib,s1x 1-&,' 11 44■1 t2org .14ortim vI t #0'.0 leo% .4944 Clituvet9 1P-mt) = 51' lq -rripdt.# IkYf.'."a: K,Avei . ii.'3i'i 9`tlaefg.riau,r1 S"c' •. iii"o.'Ns$'; `i:'di% tRW'k "C YVSb"@�? "'..k' i . fti'£Yt2`Yf 1:13.+.'salt:Npity_ M ile 11tt • !KETCH OF ELEMENT Note: Make topes of Ids lore► br Jvery bulking element. Vela. Gig Q• Il ebtf tkeu to, !taming Ratio (1 applcabl.) ..Ii - • IJiatetiat Thickness Inches III/In Thickness T p Value Solid P value fairy ipV ' 6elto .e1tr c,VL ,off A.42 V i# 'SY . lo.loe 44' &P•I• WI> .%n le btia. • ('4 • • - . . Summation R Values . t . /.�i . U`'� .118 U Value for Ekment (Avg.) • • 1' g Area o! Element• alb ` Area,ot Element k net area after openings such as doors, windows and skyfights have been subtracted. '' GAP - c / iaVi NAN% FVi r,,r orf Element; RYi<irr ,A• SKETCH OF ELEMENT Note: Make copies of 1h1s form for every etemt'nl. • Framing Patio (11 applicable) . 149,i *toll • Material Thickness Inches II/In Thickness IA Ve•ue P value EoIid Chit/ O . Lt t2 Oft 0.1 . P'vVNIt . _ I NV'.VA't100 I i #1 11 . 4 1 I Ne.4 tletroo -War-Airy (P I' vD ,5 d, O-'P. 4. viii , IuSIpl: .LIfl rILh' 4 b. fil • • . . . ,. • . . 'Summation Ft Vahues kl io u.1/R 0.bl . U VA'ue for Element (Avg.) lea o1 Element* • Area of Element Its net web after openings such as doors, windows and st Bliss have been subtacted. : .,•.••,• •l. • Element: tyt L∎ 1 SKETCI! OF ELEMENT Nolo: Make copies of this form for every building element. • Fnminp Ratio Of applicable) • rill - - Material IOIct Lig pi Ltl fv' KU. ',rove 1411% P-19 INhULtt0I \IRS, 1N6meP) VI 01P 139 Thickness R•Value per (Inches) Inch • .d' Sum of R•Volues U 11 Framing Ratio Solid U•Volue x Framing Ratio U 1/R 1 • Framing Ratio Cavity if•Value f. >< It - Freminr Ratio) Sum of Ad wiled U•Veiuse la + b) Area o1 Element • - iie'iraroo alter openings such es' doors. windows, end skylights have boon subtracted 4ac EIL•ni:CM,Wee SKETCH OF ELEMENT Hole: Make copies of this form for every building element. Framing Ratio (if applicable) • MMaterial M Thickness Inches R /In Thickness R Value Solid R value Cavity II412E bra 1"1111 .col INpuur hoa (0 19 IN411 I. 1. b'1 14$11* kit Patit 'al - . Summation R Values . 22 111 • U = 1/R 6.0 U Value for Element (Avg.) Area of Element', ic • Area of Element is net area after openings such as doors, windows end, skylights have been subtracted. 9114,1 1994 Washi ::' 'on State Nonresidential Ener Cr: . ' Com s liance Form Lighting Summary • LTG -SUM 1894 Washington State Nonresefenual Energy Logs Comptance fame Apo. IOW Project Info Project Address Ipz ') 9 wit ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Date OIJV ickp MOILLY Watts Proposed For Building Department Use • 4' Applicant Name:Q _a • 11'61? Applicant Address: [ai;-a W li.i.. - 5ir! r • . Applicant Phone: a : 1994 Washin 'State Nonresidential Ener• Cod' dom fiance Form Lighting Summary (back) LTG -SUM 1994 Wachmgton State Noniesaent)al Energy Cone Compiance FofMi A. la94 Prescriptive Spaces Occupancy ►' • arehouses, storage areas or aircraft storage hangers • her 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 these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: .. .. . 1. Fixtures are fluorescent, non - lensed. with only one or two lamps. and 2. Lamps are T -5, T4, T. 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' LPA (W/112) Use' LPA' (wit') Paint i •, weldin• , ca • nt . machine sho• 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banqueticonference/exhibition hall'' 2 Assembly spaces', auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars' 1 • Cafeterias, fast food establishments' 1.5 Retail A'0 • •1 Factories, workshops, handling areas 1.5 Retail B10, Retail banking 1.5 • Gas stations. auto repair shops' 1.5 • • • • • •... . cilities 0.8 Institutions 1.5 Warehouses" sto - •eareas 0.5 Libraries' 1.5 ora • - nan • ars u.4 Nursing homes 1.5 Parking garages s. Sweat "12 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings. school classrooms, day care centers 1.35 ' Common area, corridors, lobbies (except mall concourse) 0.8 La n tdries • 1.3 t Toilet facilities and washrooms 0.8 Office buildings, office/administrative are in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)'-1•" 1.2 . Footnotes for able 15-1 • I. In cases in which a use is not mentioned specifically. the (hi l Power Allowance shall be determined by the building official. This determination shall he based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be in!:rcascd. by two percent per foot ofceiling height above twenty fat. unless specifically directed otherwise by subsequent footnotes. 3. Watts per square tool of room may be increased by two percent per foot ofceiling height above twelve fat. 4. For all other spaces. such as seating and common areas. use the Unit Light Power Allowance 1br assembly. 5. Watts per square foot of room may be increased by two percent per foot oreciting height above nine feet. 6. Includes pump arca under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor. a Unit Lighting Power Allowance of 1.35 may be used for usable office floor arca and 0.80 watts per square foot shall be used for thc common areas. which may include elevator spec, 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 foot. 9. For indoor sport tournament courts with adjacent spectator scaling. the Unit Lighting Power Allowance for the court arca is 2.6 watts per square foot. 10. For both Retail A and Retail B. light for trec•standing display. building showcase illumination and display window illumination installed within two fat 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 HID. merchandise display illuminaries arc exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted. thc square footage for a warehouse may be defined. for computing thc interior Unit Lighting Power Allowance. as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor arca not covered by racks. RICHARD HUDSON & AFer JCIATES, INC. JOB °pints 7 14 c:-%-tadoi iv i- CFUru its...) • ET CONSULTING ENGN6ERS SHE NO. OF 4 1605 12TH AVENUE • SUITE 18 CALCULATED BY KI4 DATE k 0 — SEATTLE, WASHINGTON 98122 206-324-6160 4 1 1 OfriCk, ' LL. •?0. pGf- , ,--t- i , • • - . ; 1 • ! • , ,. , ikIder lii ON-11 ; 1 ) P 5, , I o 1 1 i I 5€ (5rt 1 C ts-E. 3 i _. ! I (A)/ tjo : 1 so rykFtk- e 15, I 'l 1 , i 1 trz.& -1, t■-) o ..Op — ; , , ! .1 I , I / ■ I ! t '- • !-, -- . i . i I- - • --/ I I I 1 I I t 1 t i t I 1 1 I. --1 — - .1_____ ! i 7 i ; 1 1 i i, . 1 ; I ; 7 ' 1 i , •.. , , I , . • _I 1 ! ! I I ' I ; • ...ii,-.44‘,..,.-1•••""'.i'''''"7-**.d.-1,, _. _. .____ ___ , „rxds!"•i!.. -• . r. pi ..i. i . ..... i ILE' ki ......■••••••.""' I ' 1 i ,....; .............-..• , i ,..... it : . • I 1 1 , i • . - .: - ' - -I -- 7 4 1-. , ' . . • . , . , : . .1 - , 1-----t--t-----:. •,, 4"v‘'hiivip___i___ __1,____1___...__ ....... ._....._' .......4..... _ clIc`I 01" 1,..\"\,,Pro ! • — , : : • II 0 cir,,RE0CrETuiv IVErD 11..k.,' . ... — --t.- —7-7-DEC-I 0190 mG DIVISION PERMIT CENTER RICHARD HUDSON & AtJCIATES, INC. 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' r . . _ . , ____. , ._ . , .! ...... ... . , • • , T. ; .4, 1 , a . _ .. i v 1) : ? - , 1 5 • +5 /. 2... 5 • . ( . ..:.t W.'wA•irc, «5-.- `1Y.s'ih'w ", w'1'�: Vk xa.•A:v ». 04•:... RICHARD HUDSON & ,OCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 �';;^aY.r.-rtt� ^» i�<!•!,rtr.�,x.:' Cyr. �r: ��. r;:' Y. YS; s�+.'.!; e. if3C: 9?:t sE• 3';''?! f�.: �, 7t','. �f, 4' �• 3,*1 �54! r*:' 7T'." c^ n4• r, �t'.:°L'+tCe•v+'.r�mx�.r.,,c:�• JOB SHEET NO. OF CALCULATED BY DATE ' i I j ' i • Tom. i I i 'T i- I I I I, / ( I i i I' i` y o T- i S, - (11'1 -r) Hc.( 2∎61) T,2 1p , 1 i l� I iM S T 1-8 ID � I I I j I 1 ! i I I I I _4 I I i l • i 1 f I I I , i i � I r 1 I 1 i j ' I I I ( 1 I i 1 • I i I • t --1-- ' i • I j I! 1! '_... . i . I i � I • , i 1 i "5,'+.M.7':.t. _..e ,....... ....?F�IP,'Ji;+:M1r.'L"(.� �f l'....i ..•, .': r}".� rr. J,'}ir5: k. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA DEC 1 01996 PERMIT CENTER REVISION SUBMITTAL DATE: La - /0 - PLAN CHECK/PERMIT NUMBER: r...� 9LP - DUB PROJECT NAME: O 15 PROJECT ADDRESS: 3..5c25 - 5. / 1i. 61a-tali G0,4 . q§11,9 CONTACT PERSON: ha G- J e PHONE: 433 -8 q 7 REVISION SUMMARY: T.n-{ Or (nod i-rct l 3 -/O 'ghee± 31 1 3a AWL A -. TA - l (GU`4 a er t, ) COI? .YY1or5hck, Ialiolq�o. —� - 61 �- .5 z ;,vt� of cu vW SHEET NUMBER(S) � P � � "Cloud" or highlight all areas of revisions and date revisions. p•Vi1996 SUBMITTED TO: Ki t_ (1 N d 6o n ` NO VV15\CN Bldg. Planning CITY USE ONLY Fire Public .Works 3/19/96 DEC 10 '96 12:18 HUDSON AND ASSOC . Post-IrFax Note 7671 . t)ljEN DU AN P.1 TO CFAs T.I , 8-1 F2.5 1 • EXTEND _FIG UNDER- SCAB". 40- EXISTING DEMISING WALL 2x6 0 16"0C • • W/1/2" PLYWOOD & BOLT BOTTOM IE W/WO EXP. BOLTS, 0 16-0C ' B-1 • EXTEND FTG UNDER. • 2x6 0 16"OG ' BOLT BOTTOM re w/Va"..0 EXP. BOLTS . . ' 0 480C (EMBED 5) i NI 5 L.A.F2b TYP. U.N.O. NA"- PL woof) PEO,..., 5 - 1 . ,, . f .•..t . i,. ..,.,.. :1 F2.5 4D-1 8-1 POUR TO TOP OF EXISTING COL. FTG. • . . 2x6 0 16"0C W/1/2" PLYWOOD & BOLT BOTTOM IR W/4/4"0 EXP. BOLTS 4 0 16"OC AOk\14\\-k r!. rING\C* • (7"A • ' .•••• BEAR ON 2x6 TREATED WALL fe • F2.5 c, v REC VED DEC 10 1996 • 'A* 4.'4. COMMUNITY • DEVELOPMENT • F2. • MEMO TO: File #D96 -0026, Opas tenant improvement. FROM: Ken Nelsen, Building Division DATE: January 30, 1997 SUBJECT: Smoke Detection corridor exit. The approval for the Opas permit mitigated the use of smoke detection to establish an exit corridors other than one -hour construction. The one -hour construction was not required by the office space occupant load per U.B.C. Section 1005.7 Exception 8. However, corridor construction was required for a second exit from Training room 5 through an adjoining room per U.B.C. Section 1003.5. rather than a new exit door directly to the outside. cc: D. Kehle S. Kohler urv. s.axotweim tIaVit2376fitialSI M Rri FAMiMILI TCiSh.' atut inesiointl d tigaSafahr.e 'ills PASIO 12/06/96 13:37 FAX 2067782196 SGA CORPORATION r• December 6, 1996 Ken Nelson City of Tukwila Building Division 6300 Southcenter Blvd. Suite 100 Tukwilla, WA. 98188 RE: OPAS SGA Job #96 -115 2002 CORPORATION GENERAL CONTRACTORS • CONSTTTIK:TION nrb PROJECI MANAGEMENT OSGAC0"O648S Dear Ken, This letter is to document our discussion on December 4th, 1996, regarding handicapped accessories. The commercial tenant is OPAS. The building permit is D96 -0026. The requirement we discussed is the grab bar for the toilet in room 13 (shower). We will build a wall 3 feet long (as drawn) between the shower and toilet, mounting 30 inch grab bars behind and beside the toilet. This configuration allows ample access to the shower. Please note this tenant space provides four (4) additional restrooms that are fully accessible. Thank you very much. Yours Truly, SGA CORPORATION Mike Lough Superintendent RECEIVED CITY OF TUKWILA DEC 0 51996 PERMIT CENTER 6414 204TH ST, S.W„ SUITE 200 • LYNNW00D, WA 98036 • SEATTLE 206 233 8038 • 206 778 2191 • FAX 206 778 2196 n',•,Ci�F-r/TiilCt'l.i.; ,Ta,,nSV ;'. "MOMAtr' w .7r:?aG iS` +`+:v T t'.'.,13Mp "`.hil��hn`S' N t City of Tukwila Fire Department Fire Department Review Control #D96 -0026 (510) a John W. Rants, Mayor Thomas P. Keefe, Fire Chief October 7, 1996 Re: OPAS - 3325 South 116th Street, Suite #109 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 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 Standard 10 -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) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 3754404 • Fax (206) 5754439 City of Tukwila �ikh! .. t 'Sl`9,�v ".i:✓k d:.'G'.7.LC t.'l.�.v.'it'C :'1. John W. Rants, Mayor Fire Department Page number 2 1207.3) Thomas P. Keefe, Fire Chief Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) 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. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 3. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 375-4439 City of Tukwila John W. Rants, Mayor Fire Department Page number 3 Thomas P. Keefe, Fire Chief Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. 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 #1742) (UFC 1001.3) 5. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 6. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 7. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 8. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 SOAMZ:H'Criii:. i1 ' c City of Tukwila Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 9. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 10. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) 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: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • City of Tukwila • John W. Rants, Mayor Department of Community Development Steve Lancaster, Director October 1, 1996 at Mr. David Kehle 12878 Interurban Ave. South Tukwila, WA 98168 Dear Mr. Kehle: SUBJECT: Development Permit Application Number D96 -0026 Opas 3325 S 116 St #109 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 30, 1996, was reviewed at the October 1, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator File: D96 -0026 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 p Lai' : 7-18 -2(QI rky-t, iis_ ifr -REGISTEREQ AS:PROVIOFR BY.LAI : - .' . :!, � iY °'�!• 'rl. :,ice`:; • lh • ''r4• •:'�,4.'j • %: ,,f ..T ilia}!•. • TQF.3P©R:A ION:; • .64k • 20..•TH.�ST.SW •Q00: ... : LYNNWO • WA..• 960.36•-59''3. ' .. SIGNATURE - - .� ��• . is u ► =Y DEPARTMENT OF LABOR AND INDUSTRIES .• 4Co*'-c 'ss • i -.4t=ltragivitliA41&43..o.•• •554 BLINDED 0 ON NA. BUILDIA, 7 DIENATIOESDN,11,, & NELL :IFNI RIND DEZONNEE MANS FIN 7 , El, I • SP-1 EDEN L SHEN: EDILDING 0 7 RINE FILLED, ELF, END IDED END DENNEEN 0,0ED ENNIINE SKTIONS S-E DANE, LENNECIDONS NNE, ELINATIONS S-7 ?NIEL EINVA I DINS 1,401^0, srre ----Lgosep0R-10LAK INDIDLTIONS & DETAILS I Of 5 GLADIN, AND SIN. DRAIFLECIE PIN& DEI,115, SECIDONS AND CMIDEPECT ION 0/:00 of 5 SANITN, EWEN PLAN 4 DI E WATER MAIN laTENSION NAN 5 of 5 ENDER ANIN FDD.,,EL00.0 NETEN & DPEADS RON0Ar; OF Or OINARY 0 WA-re 0 1 1907— 4-5 -- • DPC,F. ,Y-c• BUILDiNG 4224 LOT B-1 R 10 V-L1,51" 101-421 0.0 - .451- --T 4. z - - --=--_--------- — *— 73 cc 2 u -friD 2-Y-GF60, - I LDIMO 37, LOT B I ‘I FILE COPY '11:011010 4.43 ACRES —I I SEPAPA RECLI o MEC 1/7 ELEC. o PLUM. pGAs BCTILD011113TD501..,, tw.Q. /14P,4012 16.1 cut -10041,201" •• As!, P-w. 6. 'LI 1.7 05' 0. 359,22 „ P.L. 63635' S R 599 1111,011-41 4-11tr- Ot. DWILIFEi G41, /01-1k.1 (120121Zt,, Clatfb1-6-f r3=W,44 o oow J2 Ir ,■900 1[44 14, 1240F,C0F H4-Nri1141F 015 •51.1 414' 4a-1.40 J1101 41.19£58 00i/•0, Hrt4100 H 1114 019 m, 01-164‘9. 11101-121 I0001f" 9001 111- it 40- 1:110Kfr-421-11} 000 1u 1101 "1116210 12020 M104,e, 0t,e4h-F 1-120.1474 SITE PLAN F91 Flo.'s • 6,6 ectiktY 211.21019 - ,1,5 702 tev) 4C001,6. • 2.•1 - a- 1 .-ro7 SCALE: 1" • 50'-0" PP? GatovICi Cmr,141.41M,..4-hurFf-,, [Er isis, /AO- Fat 000 0041400101414 - /206 p:001-i0,.*00 40 czoida,riv 04.4.44,4,-; pc,2100) -1l2:- ITV -111LVIL-1- 14:0111 1 ° v-1,4te=,2F 11,40 H. '0,106.■ 004; i.', 01,./0 4E1E la,0) F1.4-8,-., TOTAL BUILDING AREA 360,8471T1,4 Lo. PI-Ihrwl <orb, 4400 ( •44- 11410 0=) 4. 01147/70 01110400020 ,, 011, 011 4/ 20 12Y0 V.--0 4444, 0101/o 125 ) V/2. 411110 1.0'122001104 6,,,V2 14 ) - F ‘‘,) 40' "KV,7 NsC 1,16.T.0 -01017.714< (170= 14' )• crNTT.A. 504 00996 PEFW1T WITER LEGEND 0 10 -34] GENERAL NOTES WALL TYPE DOOR TYPE ROOM NUMBER & NAME 01 WINDOW T.PE r"-- TILT UP CONCRETE $.'= STEEL STUD X ',X\ STEEL STUD W /INSULATION EXISTING WALL TO BE REMOVED X x CHAIN LINK FENCE SEPARATOR +9' A.F.F. NEW DOOR ,//'\ EXISTING DOOR EXISTING DOOR TO BE REMOVED 1E011 COLUMN FIRE EXTINGUISHER TYPE - 2 -A 10 BC (RECESSED IN OFFICE AREA ONLY) ILLUMINATED EXIT SIGN ABOVE DOOR OR HANG FROM CEILING DUPLEX OUTLET • 4 -PLEX OUTLE) TELEPHONE JACK W/ MUD RING AND PULL STRING m DATA JACK W/ MUD RING AND PULL STRING 0 J -000 FOR POWER AND /OR PHONE 3 CIRCUIT PER CUBICLE WALL TYPES: II� (FOR FINISHES AND WAINSCOTING SEE ROOM SCHEDULE) MARK DESCRIPTION 0 TILT -UP CONCRETE PANEL, EXPOSED INSIDE AND OUT, TILT -UP CONCRETE PANEL WITH 3 1/2' STEEL STUDS (250A) @. ■4' O.C. WITH R -I1 FIBERGLASS BATT INSULATION, VAPOR BARRIER, 5/8' GYP. BD. 4' ABOVE CEILING FS 25 FACING ON INSULATION ABOVE. (0 =0.118) ROOM SCHEDULE FLOOR. WALLS CEILING. 2,3 FLOOR, WALLS. CEILING. 4,5,6 FLOOR. 7,8,9,10 WALLS. CEILING. 11,12,13 FLOOR. WALLS: 14 15 DOOR 2 CEILING. FLOOR. WALLS. CEILING. FLOOR. WALLS. CEILING. 68 (MATCH EXISTING, NON DOORS W /LEVER HANDLES) ENTRY TILE W /RUBBER BASE. CARPET W /RUBBER BASE. EXISTING GYP. BD. PAINT (EGGSHELL ENAMEL). EXISTING ACOUSTIC CEILING (PATCH AS REQUIRED). EXISTING CARPET W /NEW RUBBER BASE (N &£). EXISTING /NEW /INFILL GYP. BD. PAINT (EE). EXISTING SUSPENDED ACOUSTIC CEILING. NEW CARPET W /RUBBER BASE, GYP. BD. PAINT (EE). SUSPENDED ACOUSTIC CEILING, 2'X 4'W /2ND LOCK, TEGULAR. CERAMIC TILE W /TILE BASE. SHEET VINYL IN 13 (EXCEPT SHOWER> CERAMIC TILE WAINSCOT ( +4'- 0'AFF). P.LAM. IN 13 (EXCEPT IN SHOWER> GYP. 00, PAINT (SEMI -GLOSS ENAMEL). GYP. BD. PAINT (SEMI -GLOSS ENAMEL). (CERAMIC TILE FLOOR AND BASE IN SHOWER, SYNTHETIC MARBLE ON WALLS) VINYL COMPOSITE TILE 8/ RUBBER BASE. GYP. BD. PAINT (SEMI -GLOSS ENAMEL). SUSPENDED ACOUSTIC CEILING, TYPICAL. RE -SEAL EXPOSED CONCRETE. EXISTING CONCRETE, NON GYP.BD. PAINT (FLAT). EXPOSED CONSTRUCTION. EXISTING 3' -0' X 7' -0° ALUMINUM STOREFRONT (N0 CHANGE), NEW 3' -0' X 8'0' S.C. OAK WITH OAK JAMB, 2 PAIR BUTTS, CLOSER, WALL STOP, PANIC BAR. 3,9,10, NEW 3' -0' 0 8' -0' S.G. OAK 11,13 BUTTS, LATCHSET, SILENCERS 4 8A, 813 6 7 6f, x 6' WOOD STUD @ 16' 0.C. WITH 5/8' GYP. BD. EACH SIDE, R -19 INSULATION WITH VAPOR BARRIER ON WARM 12,14 SIDE TO STRUCTURE ABOVE. WALL TO EXTEND TO ROOF DECK 20 PROVIDE FAN -W /THERMOSTAT AND RELIEF VENT FOR AIR MOUNT ABOVE CEILING (U =0.092) (SEE STRUCTURAL FOR PLYWOOD SHEAR) 3 1/2' STEEL STUD (25GA) @ 24' q.C. WITH 5/8' GYP. BD. 15,16 EACH SIDE (SOUND INSULATE PER PLAN). (200A.@ RESTRM. /SHWR.) PLUMBING WALL 8' TRACK WITH 3 1/2' STEEL STUD (250A) 0;24' 0.C. WITH 5/8' WATERPROOF GYP. BD. EACH SIDE, SOUND BATT INSULATION FULL THICK (PROVIDE BACKING AS REQUIRED). ONE -HOUR WALL FROM FLOOR TO UNDERSIDE OF ROOF. TYPE 'X' 19 5L8' TYP, BD. BOTH SIDES 3 1/2' STEEL STUDS @ 24' 0.C. ATE S P R. 2' x 6' WOOD STUD @ 16'0.C. BEARING /SHEAR WALL TO FUTURE JOISTS ABOVE 8/5/8' GYP. B0. EACH SIDE TO CEILING (BLACK REVEAL) i›, W /SOUND INSULATION TO CEILING ABOVE (SIM. DETAIL 1 /TA -2) CITY OF TUKWILA BUILDING DIVISION CONDITIONS FOR APPROVAL. The December 10, 1996 approved construction for the structural floor system of the future second floor office level is subject to the following conditions. 1. No occupancy, no storage or use of any kind will he allowed on the plywood sheeted upper level floor under this permit. 2. Signage must be installed on each wall of the upper floor level clearly stating, "No occupancy or storage in this area ". 3. Future development for a second floor occupancy or use will require the installation of an elevator or equal accessibility per U.B.C. Chapter 11. 4 Future use, access to, or occupancy of the second floor will require a separate building permit and may be subject to any of the above applicable conditions at that time. NEW 3' -0' X 8'-0' S.C. OAK BUTTS, LATCHSET, SILENCERS HOLD OPEN. W /CLOSER NEW PAIR 2' -0' X 8'0' H.C. FOLD DOORS, WIRE PULL. NEW PAIR 2' -6' X 8' -0' S.0 WITH OAK JAMB, 2 PAIR WALL STOP. WITH OAK JAMB, 2 PAIR , WALL STOP, MAGNETIC OAK WITH OAK JAMB, BI- . OAK WITH OAK JAMB, 4 PAIR BUTTS, LATCHSET, FLUSH BOLTS ON INACTIVE LEAF, WALL STOP. NEW PAIR 3' -0' X 8' -0' S.C. OAK WITH OAK JAMB, 4 PAIR BUTTS, PUSH /PULLS (WIRE PULLS X OFFSET)., CLOSER W /HOLD OPEN, WALL STOP. NEW 3' -0' X.8' -D' S.L. OAK WITH OAK JAMB, 2 PAIR BUTTS, 1/2 SAFETY GLASS INSULATED, LOCKSET, WEATHERSTRIP. NEW 3' -0' X 8' -0' S.C. OAK WITH OAK JAMB,' 2 PAIR BUTTS, PUSH /PULL (WIRE OFFSET PULLS),CLDSER, KICK PLATES, SILENCERS (SIGN ADJACENT 'MEN, WOMEN' WITH M.C. SYMBOLS AND IN BRAILLE). NEW 3' -0' X 8'-0' S.C. OAK WITH OAK JAMB, 2 PAIR BUTTS, PUSH /PULL (WIRE OFFSET PULLS), CLOSER KICK PLATES, SILENCERS, WALL STOP - 1/2 SAFETY GLASS. NEW 3' -0' X 8' -0' S.C. OAK WITH OAK JAMB, 2 PAIR BUTTS, PRIVACY LOCK, SILENCER, WALL STOP. NEW BI -FOLD, 1' -6' X 8' -0' H.C. OAK, WITH OAK JAMB, WIRE PULL. EXISTING 3' -0' 0 7' -0' ALUMINUM STOREFRONT DOOR - NEW PANIC EXIT BAR (REVISE HARDWARE AS REQUIRED). ❑W SCHEDULE: G W1 RECITE, 2' -0' X 7' -6' ON 06' CURB IN OAK JAMB, SAFETY GLASS. 6' -0' X 5' -0' ON 03' -0' SILL IN OAK JAMB, INSUALTED (SAFETY ADJACENT TO DOORS). 82 2 EQUAL WINDOWS X 5' -0' ON +3' -0' SILL IN OAK JAMB, INSULATED. I3UILDING AND SITE STATISTICS: BUILDING CODE. ZONING. TYPE OF CONSTRUCTION. OVERALL BUILDING AREA. TENANT AREA, EXISTING OFFICE. NEW OFFICE. UBC '94 041 1II -N SPRINKLERED 14,132 SF 3,140 SF 4,175 SF 7,315 SF EXISTNG WAREHOUSE. 1,617 SF NEW WAREHOUSE, 5.200 S.F 6,817 SF OCCUPANCY GROUP. B OFFICE, SI WAREHOUSE W /A -3 ACCESSORY USE INDEX OF DRAWINGS. TA -1 FLOOR PLAN, VICINITY TA -2 REFLECTED CEILING TA -3 STANDARD DETAILS NOTES S -I FONDATION S -2 MEZZANINE FRAMING 1 TYE DESIGNN 2 TYE DESIGN 1 HVAC GATEWAY NORM. BUILDING 2 UTILITIES ARE TO BE SEPARATED AT GRID 13 TO GRID 16 EXISTING OFFICE SQUARE FOOTAGE = 3,140 NEW OFFICE SQUARE FOOTAGE = 4,175 TENANT TO PROVIDE DATA AND PHONE - COIL UP ABOVE CEILING, INCLUDING MUD RING AND PULL STRING EXCEPT AT MODULAR FURNITURE (BY G.C. W/ DOUBLE MUD RING) EXISTING WAREHOUSE ,.:REHOUSE OVE EXISTING DEMISING WALL B —EXISTING POWER PANEL ADD POWER OPERATOR TO \ EXISTING OVERHEAD DOOR W/2 REMOTES AND INTERIOR BUTTON w II EXISTING GEN OFFICE it 0 S O,WERTOPRO - APPLIANCES 80 GALLON HOT WATER TANK 2) ABOVE SHOWER BRACE TO .4). -CASEWORK To INCLUDE DEMISING WALL SPACE FOR (2) MICRO OVENS EXISTING FULL HE1G■T DEMISING WALL. INSULATE AT OFFICES ONLY WAREHOUSE 115 1. LOWER LIGHTS TO 15' 4FF. AND MAXIMIZE QU8NTITT TO CODE (VERIFY W/TEN4NT) 2. ADD 8 CEILING FANS (VERIFY 11/TENANT) EXIST. LAB EXI5T. LUNCH U RELOCATE Ex18TING FIRE HO81N EXIST OFFICE RELOCATE EXISTING DOOR NEW EXIT SIGN ELECTF�'1. JIC THERMOSTAT., FROM OLD CONFERENCE EXIST. OFFICE Exi 1*600 so_ )S,4? ROD % ,;(7311.14" n 6-0" F T 11 y _ -- OPENING Cy LL BTCLE POW+ PHONE, DATA AND FEEDS J14' -1 I /4Ic rrcLEASiee POWER POLE 3H5LVES LOCATION BY! TENANT 3 5/16" ' -3 9/16" SMOKE DETEC ION FURR COLUMN TYPICAL 0,1C5 Ex15T. 0105 6 0 191 EXIST_ OFFICE /56 OCCUPANTS ADD INSULATION CUBICLE POWER .HONE, DATA AND FEEDS DOOR NOT 1 u FXLBTING OFFICE j, AREA ' 3140 SF 24'- 6" 17 NEW OEPICE ARE4 '9175 58 1 122' -6" TENANT DIMENSION 16 3 o; `OPAS FLOOR PLAN 5 .. 15- :5 17c1b -OOaia SCALE 1;5" 3 GIT VOFEI �EKVJIIA DEC 0 1996 PERMIT CENTER PROVIDE THE SMOKE DETECTION PANEL IN SPACE BETWEEN GRID 13 AND 16 LOCATED BY ELECTRICAL PANEL. U5E ALL WHITE ELECTRICAL APPLIANCES, OUTLETS AND COVERS. PROVIDE WINDOW TREATMENT TO MATCH EXI5TING- REFER TO TTE DESIGN DR4WINGS FOR FLOORING, P1915HE8 AND OPENING TREATMENT AND 04BINETRY '. 10609496 DEEP :.EG TRACK - PAINT BLACK RIM-LIRE'S TOTAL WATTS 4'. 5 LLER BLACK -- NEARNESS -- - - - GASKETS i4" EACH 510E ce FILLER 690 WATTS. T20 WATTS 250 WATTS 240 WATT, 5.01G WATTS BILL BEL00 - :ATTACH 0 51L( AND CEILIRW -- WOOD BLOCKING 'YP. STEEL STUD - DO NOT ATTACH GYP. B0 'C DEEP LEG TRACK jPARTITION TO MULLION scA. = -0" 3 IC MTL STUD 2x Il1O0D BLOCKING IR x OAK JAMB 5/6" x OAK 630P 5130KE SEAL 1- -SOLID CORE WOOD 00034 0 04< VENEER 5/5 GYP BD. EACH 50E /TYPE k' RATED e CORRIDOR) OWOOD FRAME DETAIL 2 SCALE I /2" - I -0'" TYPICAL 51110 WALL GLAZING TAPE \. STANDARD 312000 5TDP5 -- -1 2 -ID" CA PER PLAN - -- 1/4" LAMINATED OR TEMPERED 54F101 GLAZING 14010 FOR RAMP :AFRIDORS: 14` WIRE GLASS IN STEEL GLAZING CLIPS • 2-0"0/0 . 3 cr OAK FRAME RECITE /DOOR el E. I I n^ = I REFLECTED CEILING LEGEND NEW 2'44', 3 -TUBE FLUORESCENT L IGHI F xT UR< - 90 WATTS NEW 2'x4'. 2 -71 BE FLUORESCENT LIGHT " 'TORE - 00 WATTS NEW 2 ' X 4 ' , 3 -TUBL FLUORESCENT LIGHT [ 4 0 ,1 13 < ON AI ALL 11 ME AS NIGHT LIGHT EXISTING 2 X4 3 -TUBE FLUORESCENT L:'GHT FIXTURE, R; MP EXISTING 2'04' I -TUBE FLUORESCENT L161-IT FIXTURE. TO BE REMOVED. , NEW 2 -TUBE FLUOR. SCENT STRIP Fix TIRE. EITHER 2 OP 4 FEET LONG - , 60 WATTS RECESSED 40W FL /CRESCENT LI GH1 FIXTURE EXHAUST FAN EXHAUST FAN 8 L 3HT LIGHT VALANCE w/ FARABOL IC LENS 0 < FULL HEIGHT WALL 5 , PARTITION WALL. FROM FLOOR 10 UNDERSIDE OF SUSPENDED CE IL.NG. HEADER FOR OPENING _7 1 EMERGENCY EXIT SIGN. 22" WIDE SOUND BATTS E4. SIDE WALL F SGN1 WAL. -FOR WALLS GREATER 'LAN 5 -0':N - 2014, WI14OJ1 AN INTERSECTING WALL PROV1DE'2094. 11RE0 SPLAYED 20+45 10 AN EYE SCREW • ROCS AND 'OP GE UAL. BLOCK *GRID (0413 TAPE e WALL PAINT EXTERIOR 2:01 RUBBER 545E • CARPET /WALL SECT I ON SECTION SCALE ',2" _ -0 ,i0" SPACE 61PBD. TO GLB. GYP 50. EA. SIDE 58" GYP BD. 111PE 'X a FIRE RATED WALLS, -- 40015TIC L BL15051 e 50WD WALL CAULK GYP. B0. TO FLOOR • ALL SOWND AND IN511< WALLS SECTION ROOF 51RJC1URE 0LB. 6" DEEP LEG TRACK 4TT404 TO GLB J W/3 - 5/5" SCREWS a 2' -0• 0L. (DEEP LEG Sr) STUDS 20 GA e 2 -0" 00. NOT ATTACHED TO TRACK 5117 LAPPED UP INSIDE I". GYPBD. 41T4GHED TO SRN - NOT TO GLB OR "TRACK - LAP I IR' ON GLB NOTE: U SOUND (604<4TE WALL TO 10' 4T OFFICE LOCATIONS 2) FOAM ANY WALL P550104TICN5 FOR SOUND (ELEC. TELEPHONE, ETC ) 3/ CAULK GYP. BD. TO CONCRETE SLAB. ALT HEAD DETAIL SECTION SCALE /2" = I' -0" INSULATION L-1/1" GYP BD. OR 1 CEILING TILES BRACED OR STRAPPED TOGETHER TO PROVIDE II 41R ' 1G50 ENCLOSURE W /INSULATION 'I ABOVE - STEE_ STUD FRAMING AS REQUIRED SECTION n PARABOLIC LENSED FLUORESCENT FIXTURE FOR RECESSED LIGHT5 IN AN INSULATED SUSPENDED CEILINGS NOTE: 1. USE IN 58/8/110 AREA 45 REQ'D BY CODE 2 SUPPORTING WIRES TO BE 5 GA 0 4' -0' 0/0 CONNECTED TO BOTTOM CHORD OF TRUSS W/ 1 1/4" EYE SCREWS. EMBED IT MIN. -00. -UL_ HEGHT ,44L. 2'-4 1/8" 50151-NG FULL HEIGHT DEM51NG WALL NO'E - 503 WATTS ALLOW451E FOR REST ROOMS AND 640WER DEPESNG IC__i I U- f I EEL 3. UP TO 8' -0" LIGHT FIXTURE PROTECTION SEISMIC BRACING ccrTInS NO SCALE /SCALE. I/2 = 1'90 INSTALL M2 GA.VERTICAL WIRE CONNECTED TO MAIN RUNNER a TO 5TRJCTURE ABOVE. INSTALL A SECTION OF I/2" RIGID STEEL CONDUIT W/VERTICAL WIRE RUNTY/NG THRU CENTER OF PIPE. PIPE TO RUN FROM TOP OF TEE TO BOTTOM OF STRUCTURE ABOVE. WRAP END OF VERTICAL WIRE AROUND PIPE BOTTOM. CROSS RUNNER INSTALL 92 GA. WIRE CROSS BRACING IN EA PLANE OF 11A10 RUNNER 0 12 0 0/0 45 ANGLE IN BOTH: DIRP,CTl0NS W/ THE FIRST POINT WITHIN 61-0" FROM EA WALL MAIN RUNNER ALIGN GRID WITH EXISTING LS..ADEC AREA 0 -0 50 54-10K0 DETECTED N ..E:+ CF - -OUR CORRIDOR NEB. OFFICE AREA . 4E15 5F • 1 1 .ATTS , 5F - 50'0 WATTS 4-7'''REFLECTED CEILING PLAN -¢-I,° A U £ 3 J - (0 ' 5 10' 15 25 35' � . ..< SCALE 1/8 _ 1.-04 _. QL� � 3'1 Dc1t2 cXb RECEIVED art OP TUKW LA SEP 3 0 1996 PERMIT CENTER :Au \J013 \JOB9558 CSC \ 965E1 10/25/95 0I1 3' 1 12.5 F2.5 2i GO 01 EXIEND_EI UNDER -SLAB- 4DI EXISTING DEMISING WALL 2x6 WC PLYWOOD & BO " BOLT BOTTOM T 1 " EXP. BOLTS 0 ®1 "O C EXTEND FTC UNDER - SLAB:__ 2x6 0 16 "OC BOLT BOTTOM R W /3/4"0 EXP. BOLTS 0 48 "00 (EMBED 5 ") TYP. U.N.O. EXISTING DEMISING WALL GO BEAR ON 2x6 TREATED WALL B 84* 2x6 0 16 "0C W /1/2" PLYWOOD & BOLT BOT OM 6 W /3/4"0 EXP. BOLTS 0 16"OC 8 -1 POUR 10 TOP OF EXISTING CO 0-1' 6 0 WOG W /1" PLYWOOD 7l/ & BOLT BOTTOM FE G -' W /3/4"0 EXP. BOLTS yA? 0 16 "0C `'AGO SIM. F5.0 MARK FOOTING SCHEDULE SIZE REINFORCING 12.5 3 -#5 EA. WAY BOTTOM F4.0 4 -p5 EA, WAY BOTTOM AY BOTTOM FOUNDATION PLAN SCALE lb" = 1 -0" 176ib -cna� F4.0 84" ERG R W /4 -W0 EXP BOLTS (EMBED 5" MIN) 1" LEVELING GROUT D=PTH RE: FIG SCHED T.S. COL. RE: PLAN SAW CUT SLAB ql_ SEE FTG SCHEDULE FOR SIZE & REINF SECTION A -1 SCALE: 3" = 1' -0" 3"CLR ="' 2 -0" SECTION B -1 SCALE 3' = 1' -0" SECTION C -1 SCALE 14" = 1' -0" CLR NAIL 1/2" PLYWOOD W /10d ® 4 "OC EDGES, BLOCK ALL EDGES. 3,4"0 EXP. BOLTS ® 32 "00 SAW CUT SLAB 2 -85 CONT. GWB RE: ARCH. NAIL EA. SIDE W /COOLER NAILS ® 4 "OC Ys "0 EXP. BOLTS 0 48 "OC M5T288 STRAP NAILED TO 2 -2x6 Y4 "0 EXP BOLT GENERAL NOTE }� 1 ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS. SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1994 EDITION). 2 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL 8E USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 5 .ENGINEER OF RECORD SHALL REVIEW SHOP DRAWNGS FOR 005106 INTENT ONLY DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. C4RIE: UNIFORM BUILDING CODE. 1994 LIVE LOADS& ROOF. ...25 PSF SEISMIC ZONE 3 WIND... 80 MPH, EXPOSURE 8 FUTURE FL00R....50 PSF OFFICE • 20 P51 PARTITION FOUNDATION¢ FOUNDATION DE5,GN ASSUMES 2000 PSF BEARING. CONCRETE: = 2500 psl FOR FOOTINGS MIXING AND PLACING OF ALL CONCRETE SHALL BE 114 ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL 8E AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. REINFORCNO STEEL: ALL REINFORCEMENT SHALL CONFORM TO A5TM A615- 62(51) EXCEPT AS NOTED FOR WELDED REBAR. REINFORCING SHALL BE GRADE 60 0y=60,000 psl). COVER TO REINFORCEMENT TO 00: FOOTINGS ............................3 INCHES STRUCTURAL STEEL TUBE COLUMNS SHALL CONFORM TO A51M 0500, GRADE B (44 - 46,000 psi). HOT ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (fy = 36, 000 psi). WELDS NOT SPECIFIED SHALL BE 3/16° 108080005 FILLET MINIMUM, ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH 670 ELECTRODES, SUBMIT SHOP DRAWNGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR RENEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH RISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. WELDED HEADED STUDS SHALL CONFORM TO AIRS 01 1. PLYWOOD: WALL SHEATHING 1/2" CDX PLYWOOD OR 000 ALL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT EDITION. NAILING SHALL BE 60 INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR OBSERVATION OF 8001- AND FLOOR DIAPHRAGMS PRIOR 10 COVERING. FRAMNO WRITER: 2 z 4 STUDS. _..__......._. H.F. ST/40 4 X ................. _.................DE N2 LUMBER NOT NOTED TO BE D.F. 82 OR BETTER. 4 X LEDGER - HEM FIR 82 PRESSURE TREATED. ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER-- - MOST RECENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WaH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY 51511. BE PRESSURE TREATED, MAXIMUM MOISTURE CONTENT 190 AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN, I JOISTS: MANUFACTURED BY 'WILLAMETTE INDUSTRIES. fill LMIINATED WOOD MEMBER& GLU- LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATON 24 -F -V4 (fb .2400 psi; fv.190 psl) AT SIMPLE SPAN BEAMS. STRESS GRADE COMBINATION 241 -48 AT CANTILEVERED BEAMS (%'"2400 psi. Iv 165 psi). GLU -LAMS MUST BE OBTAINED FROM AN AITC OR APA -EWS APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO 440410CT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. CITY OF'I'UKWILA BUILDING DIVISION CONDITIONS FOR APPROVAL. The December 10, 1996 approved construction for the structural floor system of the future second floor office level is subject to the following conditions. 1. No occupancy, no storage or use of any kind will be allowed on the plywood sheeted upper level floor under this permit. 2. Signage must be installed on each wall of the upper floor level clearly stating, "No occupancy or storage in this area ". 3. Future development for a second floor occupancy or use wilt require the installation of an elevator or equal accessibility per U.B.C. Chapter II. 4. Future use, access to, or occupancy of the second floor will require a separate building permit and may be subject to any of the above applicable conditions at that time. TEC8IVED 1 R OF 8*1041 A DEC 0 Eggs 5891T CENTER NEW TENANT IMPROVEMENT V i TEL (208) 324 -8180 FAX (208) 324 -8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 1218 AVENUE, SUITE 18 SEATTLE, WASNINGTON 08122 S -1 OF 2 D16 EXISTING DEMISING WALL 5- SJI35 16" 5235 W 12 "OC 16° SJI35 ®12 'bC D- 521x 10V1 18x55 BEA 104 ® 48 "0C 2. OVER JOIST W /2 -8d 0 EA JOIST TYPICAL SJI35 0 12 -0C EXISTING DEMISING WALL MST48 514 x 1015 GLB ICONT. 0TRAP \ 4 x 10 LEDGER 1 *, -C 4 x 10 LEDGER 4 x 10 LEDGER FUTURE MEZZ. FRAMING PLAN GLB RE: PLAN 4§" STIFFENER P EA. SIDE ® 11' -1014" WE BEAM & 4x TOP B RE: PLAN 14" 4 EA. SIDE W /44"4 M.B. Y4" BEARING P T.5. COL. RE. PLAN SECTION " A -2 WF BEAM & TOP IC —\ RE: PLAN ® 11' -101/2" 7 1Y 7 7Yx" iYZ o "3 6 4401/2 x 0" -10 "0 W/4 -44 "0 M.B. 4, IC 4401/2 x 0E-71/2" W/2 -3/4"0 M.B. T.S COL. RE: PLAN T.S. COL. RE- PLAN STIFFENER IF EA. 510E SECTION D -2 SCALE: Y4" = 1' -0" SECTION B -2 SCALE: 44" – 1' P. C. PANEL ® RE- PLAN 4x10 LEDGER W / %"m EXP. BOLTS O 12 "OC MAX. EMBED 415 LAYOUT BOLTS SO HANGER 15 NOT OVER BOLT. BEAM & HANGER RE: PLAN I –JOIST W /WEB STIFFENERS REQUIRED ` RE. A -2 701 8 "3516 HANGER BALANCE OF SECTION BEAM RE: PLAN BACK E Y2x10 2x6 10 i 6'0'i —� STUD WALL TYP. SECTION C -2 SCALE: 44" = 1' -0" NAIL PLYWOOD TO LEDGER W /106 0 4"OE JOISTS RE: PLAN SIMPSON LTT19 ® 48 "OC NAIL ALT. HOLES 2x8 x 2' –O" W /8 -16d NAILS WEB STIFFENER TYP 168418 HANGER SECTION E -2 SCALE: 24" = 1 -0" RIVER CITY EC RF ETUHWIIA DEC 1 0 1996 PERMIT CENTER NEW TENANT IMPROVEMENT 07 05 ti E-» cnZ 1- 4 n��Z� W 64-1° comcl TEL. (206) 324 -6180 FAX (208) 324 -8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 S -2 OF 2