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Permit D98-0338 - OTIS ELEVATOR - MEZZANINE
D98 -0338 13032 Interurban Ave. So. Otis Elevator City 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: 000480 -0015 Permit No: D98 -0338 Address: 13032 INTERURBAN AV S Status: ISSUED Suite No: Issued: 12/07/1998 Location: Expires: 06/05/1999 Category: AOFF Type: DEVPERM Zoning: C /LI Const Type: V -N Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor License No: SGACO * *084BS OCCUPANT OTIS ELEVATOR Phone: 157 13032 INTERURBAN AV S, TUKWILA WA 98168 OWNER TIME D C INC 3470 MT DIABLO BLVD #A -100, LAFAYETTE CA CONTACT DAVID KEHLE Phone: 206 433 -8997 12720 GATEWAY DR #116, TUKWILA WA 98168 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 ** * * **** ** ** *fir ** lt******************** k*** ** * *** * ** * **** ****** *** *** ***** Permit Description: CONSTRUCTION OF A NEW MEZZANINE. * ** k * * ** k************ * * * * * *•k * * * *** * * * * * *•k* * *•k * * * kph****** * *•k *•k * * * * * * * *** ** * * * * * *•k * * ** Construction Valuation: t 4,730.00 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 Land Altering: N .Cut: 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 ******************** k******************** k**** k******** * ** * * * * * * * * * ** * * * * * *!c * * * * *•k** TOTAL DEVELOPMENT PERMIT FEES: $ 188.06 ************ * * * * * * * * **** *** * * * * * * *•k * * * * * *_ ****************************************** Permit Center Authorized Signature: _ Of 4t / i . Aye ee Date: 4 Print Name:_ End •: Time:. Fill. 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development rmit. Signature: _,01. _ LtIAJ! Date : 1- L9 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 TUKWILA Status: Appl.ied :. I_,.sued :. * kk k *kk* * *** *•k•k*kk***•k* *k �? r D98 -0338 1 S U E D' .10/06/1998' 1998 •k•*.kk *k•k,* * *** Address: 13032 INTERURBAN AV Suite: Tenant Ty pe: DEVPERM Parcel #: 000480 -0.015 *•k* A *k** ** * *•k *^k *** * *•k k kkk k *k Permit Conditions: No chances .wi11 be made to the plans unless approved,b_y the; Architect or Engineer anti tl e., Tuk.wriwl Bu11di Division E1ectr;ical.permits Sh . 11. �e` ;ob.talneii?,�th o.ug the „Wa,hina tun` State Division of �La and" ru dust7r 7 elec[rica1 'weir* wi 11 ; be inSp cte °i by tf at agency (248`- (248-F 11 permi is t ; i n 'peat, on fr;eeor tis e arid appr-:oved fDl s. sh01 1 be ava i lab le al e 1c�b . i ir���o et o trhe s a , of a struction - -Thererd 'cunients are t be ma 'nt�a1ned a } y].r A ,, wY t �•, j , a kt r, .r M. a � � .. � .r . t .�' T i � .. �1 s� �4�r . able until { ;t final in�pect,ion approva1x is r ant:edf 3, Y Al . con� t? be;� done �i:ntt conformance 7 wi th.apL roved t� lany r and' ,r�equ'i ;,remeiit. ;of, th i,torm Buildir f ode Edition. as amended, Un 1 fiPt . Mechari_1 ca 1 : Cade .(19970Ed and •Wash trig ton Sta•te EnergY, J (1997 Edition} ', V l i d uty of rmt .The. issuance of a : rier i t ur appr ;o'va 1 {� v� � � P +� �'Pe i . m t ' ' ^ J .. r it plans F s i� ati n� ;r-.and ca,mpu sha11. not` &be ci r r sti'u to be a perm ; far', or an approval of anv viol at44.)n of pony of 'the w pr ov i _ i ors i of r the bui Id i ng •code or at an i .ot ordlnanre of . t iur isd ct =.ian No pe rnit DI esurnirg t y.i�ve author i tv to v iola ror cancel the provisi . of : kthis ;, code thallr.be� valid at rti,\ Project Name/Tenant: if /5 Fie var Existing use: ❑ Retail 71 Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University Value of Construction: 4 , J 130 `t Site Address: - I3o 5 (g eari j L 'jv C hi v State /Zi : , 15 7 I fg141l►� �1�fMai Tax Parcel Number: 0 oaq - go .- 0 0/5 Property Owner: Will there be rack storage? ❑ yes a no Phone: Street Address: 1 21 zo (....,10 i toy; . cats ity ggic�-' Fax #: V - L i I • c - (g / f( Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: LA/1,1,44a_ 1e "Val ftt Phone: ell�i3 ,s_s Street Address: City State /Zip: au? Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: / frt/z, e, ArChificfi Phone: o &)..4 1 6 . - 8 r9 Street Address: City State /Zip: I 1,9) ba- e��ra‘l Aviv -S 1i(n ,' Me/ eirur,S' Fax #: U(o - c� - � Description of work to be done: k j_d,(.yL,t, & f)') U2 / `/ /fie — ( /�,t- uee.- C , m G �l- Existing use: ❑ Retail 71 Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University 71 � are house Multi- family Hospital ❑ Motel /Hotel . =4 Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ 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 a no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: < 51)3 existing Area of Construction: (sq. ft.) Lt /3 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material afety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TU('WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sariitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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 application accepted: Date app1127 exp res• : Application f C -` � J initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING O AUTff.RI ' AGENT: Signature: ( `ij f Date:/6 - 5 .. (1 y Print name: f)j Ha_ iehhLC j L I'll4eC+ Phone: 6u , Ob. sq/ 7I Fax 11: C, Address !, 7,910 (=7 � /�,, . /10 �: �- .�,o ., _, A Cit /St t /Zi 1 y ae pp ,..La ., n [, we(C. /44. _f 0 J 1l ALL COMMERCIA -FA It Y TENANT IMPROVEMENT /ALT' - ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: 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). Four (4) sets of working drawings (five(5) sets for structural work), 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 easementp 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 Data 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 Contractor Registration ". 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TH LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPI: RMI 1'. DOC. 1/29/97 k * * *•k4 ****** A :k•A*A ***A * *t ** *b..E * *** * * * *4 *** *.N *A- 4. ** * ** **A *:4A CITY OF TUKWILA, WA TRANSMIT *•A•k:k*F 4 ,*: kk*** Ahk• k* A***h:k*#*Jr*h1**Ak*A.kAh**asA* **Ak4.*k***4* ** TRANSMIT Number: 89700878 .Amount: 115,75 12/07/98.14:47. Payment Method: CHECK(. Notation: DAVID KEHLE ARCH Init BLH Permit Now D98-- 0388. Type: DEVPERM DEVELOPMENT . PERMIT f ar..ce1 No 000480 -001.5 Site :Address: 13002 INTL•RURlAN AV,B 'total Fees: •180.0 This Payment 115.75 Total ALL .rmt;s: 188.0G Balances .00 ** *ark ** ** **A4. A• *as **sr **.fl *11* * *** **k;. *A•** * * *4%** *:t *** * *+* * ** * * * * * *.. Accou Clo e Description Amount 000/ 322 (q U, r; ..r : I tiILDING -. NONRES 111..2.5 V T't)0/386.904 fir '. STATE BUILDING �SIJR "CWARGE 4.:i0'. PW DCD 72.31 a; CHECK 72.31 10/07/98 10:; 08:27'0097 6511 ,..: • L** A* * * ** *A *** ***A*A * * * ** **** * ** *• **** ***: +:t•:k•k *N * *A*** **** *4 CITY OF :TUKW3:L.A. WA TRANSi+r k * ** **A.A4 k * *:h **AAA *•k *AA *A *k * * *A * *A * 4.*A•kkkA* *** *A:l*** *A*'A * * ** i TRANSMIT Number; 89700843 Amount: 72:31 1U/0t, 48. 14 6 Payment Method : CHLC I( Notzt_ion e DAVID K'h HI.r In i t ; ICU1r Perm it tdot D98-0338 Type: DEUPEIHI DEVELOPMENT PERMfI(' Parcel Nam .000480 -0015 B i to Nddre..is c 13032 INTERUIUi AN .. AV S Total Fees. 188.0..;_ This Payment 72:31 Total ALL Pmts: 2 L . a � *A* * * **skit * ©d1 once: 115 � *�• * * * ** ** * ** ** * ****** ***A*7 *** ****s ***1+t (account Code Description Amour ?.: 000/345.830 PLAN CHECK - NGNRES 72 6511. 10/47 1710 TOTAL 72.31. Project: -. S,CUart�,,-- T pe nspection: Ad r s: .� 03S ( .... x ...- 1 — & - / - r,l'� ' D ate c I e : t (4:1(q Special instructions: I'( \r1A '3 Date wAn d �3rt R eques r • 111 -e C6 ?: Ph o a No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, COMMENTS: ,Inspector: INSPECTION RECORD. Retain a copy with per( Approved per applicable codes. - 03 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. J si 1L.L�flf . Date: $4 /00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: COMMENTS: Inspecto y . ..`... �...�4 '•i4, INSPECTION RECORD Retain a copy with permit , - - a 0 INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwita, 98188 (206) 431 -3670 Pr l C S okA/OY. A[ drd 5...$- VY\,ce Splecial instructions: aJ — z( Type o -r • I. �" o U Date Date rile r6 Reque�1er: � [ r r QC Pho>ae N : 0 A pproved per applicable codes. I I Corrections required prior to approval. b Date: F $42.0 ' E SPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ��, -J �rJu Type of ins ectw : &P .i 7i r COG/ 'e../ Address Date called: Special instructions: / Date wa 9 Y7 a.m. Reques er: Phone No.: COMMENTS: Approved per applicable codes. Inspector: II INSPECTION RECOR Retain a copy with per ` j INSPEC •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 9818 W_/ Corrections required prior to approval. GGr - Ii.4 /W /7 /4� .(4 il Date: ` PERMIT NO. (206) 431 -3670 r - $42.00 REINSPECTI 6 N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:/., 1 • j .evet Type of inspection: = ► t t i ta l Address 13 0 3 5"" ,5f 15 6 ei leuvvpr. Dateate called: ( 1 q / Special instructions: Date wanted: 30 IV P .m- Requester: Phone No.: ,q7__4 INSPECTION RECOR. Retain a copy with per INSPECTI• NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. RMIT NO, (206) 431 -3670 COMMENTS: Corrections required prior to approval. $42.00 REINSPECTION CEE REQUIRED. Prior, to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date : :� j Prgjech5 , iev d 4, e c ion: ,hat/Leith` at' ailed: If,. o 31 q$ Adigu3 Special instructions: Date want' t T Request Phone V.); ou + 96 s- COMMENTS: Inspector Date: /Awl $42.01 REINSPECT! , N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No.: Date: INSPEC Approved per applicable codes. INSPECTION RECOR Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Corrections required prior to approval: Project: Type of inspectio • el Address 6 Date called: Sped I structions: ' Date wanted: a.m. Requester: Phone No.: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 COIRRAENTS: Approved per applicable codes. Receipt No.: INSPECTION RECOR Retain a copy with per f J 60,3-033 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42. EINSPECTI FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: COMMENTS: 0 /4 'Zgtf:;5C 57297a P, /0 PC I 4r / / 4-7 . — Qddre Datealled: A6e7C".„ 9 OC.... -- /-1 r • D el iCeer)C.CT 6W4e,C., • . • r,a6c...7-4,c,...42-e... 41,ey-irpl-c /E-6-- ' . , Project: ile jiaj.7"" Tyee4nspection Qddre Datealled: /9 Special instructionv S 0) Date wanted: p../ ///,6 t e r L TI ,' Requestt i ell Phone N4 4/ a r t z . • NygrV.S.;7TrI.7" ve.■ T INSPECTION RECORDI)- Retain a copy with perk) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, MA 98188 Approved per applicable codes. I Receipt No.: Datf, 1 PERMIT NO. (206) 431-3670 Corrections required prior to approval. €1 (Po $42.'0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: f'" "'' "' Y, : = r '. t ' t ''' , '''trf , tt , :r r4tV,VrV7,yrfV"r•M'IST6 'T:r rXATVR, WNW City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 04i.s E-le(4 iov Address / 303 e )- Ifrile Av S Suite # Retain current inspection schedule Needs shift. inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signatu e FINALAPP.FRM FPO 1/ i Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. On-0 Date 1. , - , - • -.. • : • • • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 Phone: (206) 575•4404 • Fax (206) 57•4439 .,„47k , •„ MARR- SHAFFER & ASSOCIATES Page No. :1 Cov ulting Structural Engineers Date: April 15, 1994 DATE: April 15, 1994 JOB NAME: Washington CLIENT: Accoustical ADDRESS: PO Box 11515 Winslow, Washington CONTACT: JR Phillips 1) CODE: 1991 U.B.C. (1988 U.B.C. Standards, CH. 47 -18) 2) GRID: DX -26 3) ZONE: 3 4) OCC : 1 =1.0 5) WIRE: 12 ga 6) PART ?: Ceiling does not brace partitions. N I (1) 5/8 - inch gypsum wall board each side of the wall. (2) 20 gage x 3-5/8 inch steel stud at 16 inches on center T • ical Ceilin . Seismic Braci RECEIVED DESIGN CRITERIA: CITY OF TUKWILA Weights: Ceilings = 4.0 psl Partitions = 0.5x9.111 x (2 x 2.8 psl(t) .t 0 psl( = 2.3 psi 12.0 ft 1.33 Ceilings bracing partitions = 4.0 + 2.3 = 6.3 psf PHONE NUMBER: 206 780 5020 FAX NUMBER: 206 842 5026 JAN 0 5 1999 PERMIT CENTER Splay Wire Summary Maximum area to be supported by each 4 -way wire splay group is 304 square feet with the first splay wire group within six (6) feet of perimeter of ceiling, and spaced at sixteen (16) feet by eighteen (18) feet on center. Note: Since actual spacing of 12 feet by 16 feet results in an area much less than 304 square feet, it is acceptable. The following calculations are to determine the maximum ceiling area which can be laterally supported by one, four -wire splay brace when Donn DX -24, DX -26 and RXM (either RXM512 or RXM612) ceiling grids are used. The following conditions are considered. 1) Ceilings in seismic zones 2B, 3 & 4 2) Occupancy importance factors of 1.0 and 1.25 3) 55 ksi splay wires, either 12 gage or 10 gage. 4) Ceiling weight with or without loads from partitions. Maximum partition height of 9' -0" and a minimum partition spacing of 12' -0" on center. There are four wires per bracing group. The wires make an angle to the horizontal plane of no more than 45 °. An earthquake can come from any direction, therefore the total force delivered to any wire group must be taken by one wire. Allowable Force on Ceiling Runners Test Values Control Value See note 1 & note 2. Design Value Main Tee Cross Tee Grid Type Tension Comp. Tension Comp. DONN DXF -29 320# 478# 351# 326# 274# 274# 274# DONN DX -24 320# 478# 351# 326# 274# 274# 274# DONN DX -21 3340 888/ 3510 326% 2740 2740 2740 DONN RXM 371# 330# 351# 326# 326# 326# 326# . , MARR - SHAFFER & ASSOCIATES Con :ulting Structural Engineers Allowable Force on 12 gage wire: Fy =55.0 ksi F1= .6(55.0)= 33.0ksi Awire= n(.106) /4= .00882 in2 Allow Diagonal Force to wire = .00882(33,000)(1.33) = 387# Allow Horizontal Force to wire = .707 (387) = 274# (placed at max. angle of 45 °) Allowable Force on 10 gage wire: Fy= 55.0ksi Ft= .6(55.0)= 33.0ksi Awire= n(.135) = .01431n2 Allow Diagonal Force to wire = .0143 (33,000)(1.33) = 628# Allow Horizontal Force to wire = .707(628) = 444# (placed at max. angle of 45 °) NOTES 1. As one -half of runners are in tension and one -half in compression, multiply Test Values x 2.0 2. Factor of Safety = 2.0 Summary Since the values for DX -24 ,DX -26 and DXF -29 are greater than the 12 gage wire, the allowable load for 12 ga wire governs for most conditions. RXC cross tees are used with RXM main fees. Lateral Force Determination: F= ZICpWp Fp= Design Value above Z =0.4 (Zone 4),0.3(zone 3),or 0.2(zone 2) Amax = F�— ZICp (Wceil + Wpart. ) Wp= Aa(Wceiling + Wpartitions) 1 =1.0 or 1.25 Cp =0.75 Wceiling = 4.0 psf Wpartitions = 2.3psf Typical Allowable Area Determination: Example 1: DX -26, 12 gage wire, Zone 3, 1 =1.0, no partitions: Amax= 274# = 304 ft 0.3(1,00)(.75)(4.0pst) Example 2 : RXM, 12 gage wire, zone 3, 1 =1.25, with partitions A 274# = 193 ft 0.3(1.25)(.75)(4.0psf + 2.3psf) Example 3 : RXM, 10 gage wire, zone 3, 1 =1.0, with partitions A 326# = 230 11 0.3(1.0)(.75)(4.0psf + 2.3) Page No. :2 Date: April 15, 1994 MARR - SHAFFER & ASS Page No. :3 ' Consulting Structural Engineers Date: April 15, 1994 1991 UBC: MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4 -WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed on pages 1 and 2, is underlined in the appropriate table below. SPLAY WIRE GROUPS NOT BRACING PARTITIONS: SPLAY WIRE GROUPS BRACING 9 ft. HIGH PARTITIONS ® 12' -0" o.c.: NOTE: This table is not valid for partitions over 9 ft high or those spaced closer than 12' -0" o.c. Ceiling Type DONN DXF -29 DONN DX -24 DONN DX -26 DONN RXM DONN RXM w /12GA. w /12GA. w /12GA w /10 GA. ZONE I SPLAY WIRES SPLAY WIRES SPLAY WIRES SPLAY WIRES 1.00 228 11 228 ft 228 11 272 ftr — n 4 1.25 183 11 183 11 183 11 217 11 1 .0 0 304 ft 304 Ha 304 11 362 ft 3 1.25 224 11 224 11 224 11 290 11 29011 232 11 1.00 457 11 457 11 457 11 543 11 2B 1.25 365 ft 365 11 365 11 435 11 MARR - SHAFFER & ASS Page No. :3 ' Consulting Structural Engineers Date: April 15, 1994 1991 UBC: MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4 -WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed on pages 1 and 2, is underlined in the appropriate table below. SPLAY WIRE GROUPS NOT BRACING PARTITIONS: SPLAY WIRE GROUPS BRACING 9 ft. HIGH PARTITIONS ® 12' -0" o.c.: NOTE: This table is not valid for partitions over 9 ft high or those spaced closer than 12' -0" o.c. Ceiling Type DONN DXF -29 DONN DX -24 DONN DX -26 DONN RXM DONN RXM w/ 12 GA. w/ 12 GA. w/ 12 GA w/ 10 GA. ZONE I SPLAY WIRES SPLAY WIRES SPLAY WIRES SPLAY WIRES 1.00 145 ft 145 11 145 ft 17211 4 1.25 11611 116 11 2 116 ft 13811 1.00 193 ft 193 11 193 ft "23011 3 1.25 155 11 155 11 155 11 184 11 2B } 1.00 1.25 290 11 _ 232 11 29011 232 11 290 1t2 34511 232 f$ 276 11 MARR - SHAFFER & ASS Page No. :3 ' Consulting Structural Engineers Date: April 15, 1994 1991 UBC: MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4 -WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed on pages 1 and 2, is underlined in the appropriate table below. SPLAY WIRE GROUPS NOT BRACING PARTITIONS: SPLAY WIRE GROUPS BRACING 9 ft. HIGH PARTITIONS ® 12' -0" o.c.: NOTE: This table is not valid for partitions over 9 ft high or those spaced closer than 12' -0" o.c. MARR- SIIAFFER & A( OCIATES Consulting Structural Engineers Compression post calculation Since the maximum slenderness ratio (KUr) is 200, the resulting Euler Buckling stress, divided by a factor safety of 23/12 is: F = {12(n / {23(200 =4970 psi. The following calculations are based on a Chicago Metallic No. 1200 System ceiling grid, the maximum vertical force is 274# (see p.2) Use 1/2 "0 EMT for maximum length 4' -0" Use 3/4 "0 EMT for maximum length 5' -2" Use 1" 0 EMT for maximum length 6' -6" Use 1 -5/8 "x25ga. SS metal studs for maximum length 7' -2" Use double 1 -5/8 "x25ga. SS metal studs (see detail below) maximum length 11' -5" Use double 2 -1/2 "x25ga. SS metal studs (see detail below) maximum len ! th 16' -10" Use double 3 -1/2 "x25ga. SS studs for (see detail below) maximum length 22' -8" A =0.113 in r =1.359 in f =274# / 0.113 in = 2425 psi. Lm = 200(1.359) =272" 1 1•' - • r # 6 SDST screws @ 18" o.c. Detail: Double Stud A =0.088 in r =0.238 in Lmax= 200(0.238) =47.6" f =274# / 0.088 in = 3114 psi. A =0.134 in r =0.309 in Lmax = 200(0.309) =61.8" Ia =274 / 0.134 in = 2045 psi. A =0.198 in r =0.392 in Lmax = 200(0.392) =78.4" f =274# / 0.198 in = 1384 psi. A =0.078 in r =0.430 in Lmax = 200(0.430) =86.0" fa =274 / 0.078 in = 3513 psi. A =0.078 in r =0.686 in Lmax = 200(0.686) =137" f =274# / 0.078 in = 3513 psi. A =0.094 in f: =274# rx =1.011 in Page No. :4 Date: April 15, 1994 Lmax= 200(1.011) =202" OCT 02 '98 15:45 HUDSON AND ASSOC 11 HUDSON & AS‘ JIATES, INC. 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' ! • ' | � | i ``'''- i / \ i U\�t " � p | r -'-- -- -- i � ' + � ----- OCT 02 '98 15:47 HUDSON AND ASSOC P.3 Cer4•4747,140 MAXIMUM 1533 1533 3674 Floor Joist at Addition 11.875" TJI ® /ProTM -550 JOIST @ 24.0" o/c TJ- Beam'" v5,20 Serial Number. 708041284 BEAMUSA 1001 10/2/98 3:38:41 PM Page 1 of 1 , Build Cods: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 DESIGN CONTROL 1507 1925 1533 1539 3674 7982 0.112 0.240 0.143 0.479 65 Any 10' LOADS: Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 125 Live at 100% duration, 35 Dead, 0 Partition SUPPORTS INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 1 2x4 plate 3.50" 2.25" Left Face 1250 / 350 / 1600 2 2x4 plate 3.50" 2.25" Right Face 1250 / 350 / 1600 - See TJM SPECIFiER'S / BUILDER'S GUIDES for detafl(s): A3. DESIGN CONTROLS., CONTROL Passed(78 %) Passed(100 %) Passed(46 %) Passed(L/999 +) Passed(U802) Passed DETAIL Detail A3 Detail A3 OTHER 1.25" LSL Rim 1.25" LSL Rim LOCATION RT. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 Product Diagram Is Conceptual. Shear(lb) Reaction(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) TJ -Pro Rating • Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:L1480, TL:L1240). - Deflection analysis Is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. TJ -ProTM RATING SYSTEM The T,J -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating Include: Ceiling - None. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES; - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THiS ANALYSIS FOR TRUS JOiST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product Ilsted above. OPERATOR NOTES RH PROJECT INFORMATION OPERATOR INFORMATION: Otis Elevator Mezzanine Richard Hudson & Associates Rick Hudson 1605 12th Ave Suite 18 Seattle, WA 98122 206424 -6160 206. 324.6248 Copyright o 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pron., TJ -Pro /" and TJ•Beami" are trademarks Willis Joist MacMillan. TJI® is a registered trademark of True Joist MacMillan. OCT 02 '98 15;48 HUDSON AND ASSOC RICHARD HUDSON & ASC..CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 I - ! f , , f i l f w 512 +; 3 ' ) _ 7,'; 1 t0001 on I i 1 I � } . f! r N f , S ! Cu tau?''? P; T ? 't 1 I �_..__ ! • 2)tvz VIP(• -I tAl , e � xt , i- . "' xi8 -4-m4-1, r ' ,.... i f ! ! s • 2 y5v! eb P l i 1 i I s i ■ 1 i • I I 1 1 I 1 1 I I JOB P.4 SHEET NO. 53 OF -I CALCULATED BY f • ` DATE /! )1I 6 i ACTIVITY NUMBER: D98 -0338 DATE: 12 -9 -98 PROJECT NAME: OTIS ELEVATOR Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # xX Revision # 1 After Permit Is Issued DEPARTMENTS: mg Division Fire Preve tjon G� Z '!(d 1I' j Public orks ❑ Structural ti DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route n No further Review Required n Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 -7 -99 Approved \PR•ROUTE.DOC 6/98 1 ?e ,i w 4- �oort� � PLAN RW /ROUTING LIP Approved with Conditions Not Approved (attach comments) ❑ C Planning ❑ Permit Coordinator a DUE DATE: 12 -10 -98 Not Applicable ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: PLAN VI /RING'SUI ACTIVITY: NUMBER: D98 -0338 DATE: 10 -6 -98 PROJECT NAME: OTIS ELEVATOR XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued T: Bpi ding �ivi� Fire Prevention 4 ublic Works .l tructuralry, DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete ❑ Comments: TUES /THURS ROUTING: Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 - - 98 Approved Approved with Conditions Approved 1PR•ROUTE.DOC 6/98 REVIEWERS INITIALS: L 1 91 -^ Planning Division P r it Coordinato DUE DATE: 10 - - 98 Please Route No further Review Required Not Applicable ❑ T Not Approved (attach comments) El DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions Not Approved (attach comments) J REVIEWERS INITIALS: DATE: REVISION SUBMITTAL DATE: 12- q' q 8 PROJECT NAME: ei �'/ CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER:t9&" 0338 PROJECT ADDRESS: IA artakifriVim• GUOE 7 CONTACT PERSON: Pap q PHONE: 4 17 REVISION SUMMARY: R (2' i bfi 54.1 i}— k, a•GibN,ritJl Uhk H kart istp SHEET NUMBER(S) J'I 11 1 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: bet-I F4 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98 -0338 (512) Re: Otis Elevator - 13035 Gateway Drive, Suite #157 Dear Sir: October 9, 1998 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 2. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Y City of Tukwila Fire Department Page number 2 to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Thomas P. Keefe, R,e Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. 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 1111.1) 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: TFD file ncd John W. Rang Mayor Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 o • • • 4 , • • An Display Certificate ... •-• • • • ••••::,",,' ••*, •••-: ; • Z • • . • • • • • • . • • .. . • • • • . : . • . „ • •„' - „ • s• . . . • . 74—. • . ....... .z INTERURBAN AVE 8 KEY PLAN BUILP[NG AND SITE STATISTICS CODE UBC 91 20NN6 -. GLI CON51T41CTILN TYPE : V.N SFR3 LER MOP* CT 13-2 OFFICE / WAREHOUSE 1E44NT AREA FIRST FLOOR EX OFFICE: 31115 8F. 40111.41. 31 OCCUPANTS EX. WAFEN019E: 2,1115 SP. 4C11.1.11 4 OCCUPANTS TOTAL: 581• 4(T6 TAX D • : 000490 -004 SECOND FLOOR : EX. RFICE. 0 <19 9F. ACTUAL 20 OCCUPANTS R02ZANFE EX. /114l1086 000 6F. AC11141. lb OCCUPANT& NEW WAREICOOE, 413 6F. ACTUAL 0.9 OCCUPANT6 TOTAL: 013 BF. i5Z iWPB NT•II'• 0 129e-0338 O STAIR SECTION 6T "I1' • 8'.8' 0.2 3/4' VICINITY MAP 1100 SOLID CORE WOOD DOOR 28 OAK VENEER 5/8' GYP Bp. EACH SIDE (TYPE 'Xi RATED • CORRIDOR) OWOED FRAME DETAIL SCALES I 1/0' = 1' -0' O WALL SECTION 3 IO' MR 81/41 20 WOOD 0LOCK3Ya I IG OAK JAI'S 6/6" x OAK STOP SMOKE SEAL SECTION - EXISTING STAIN TS SE PENNED 12 NORTH NORTH RELOCATE EXISTING 8 RAILRIG NEW 4Y HEIGHT SOLID WALL NEW 6TAIR5 (WOOD UV RAILN6 /1N- F6161ED) NEW BIEEL C01 W14000016 4.1 NEW /0/81 WOOD J019T5. PLYWOOD. AND CCNQETE TOFPNG PRT/IDE NEW WIND NSUL4TI0N IN WA-L5 AND 2' M THE CEILRG EDGE OF EX. 11E21 - REMO/E RAILRG UPPER FLOOR PLAN Scale: 1/8 ".S - REPAIR EEAMB N VINYL OR F0PL40 SHEET VNYL NEW STEEL COL IW F00TMO 24'•6" LOWER FLOOR PLAN 9C61m: IM " .1''.0" NOWEoE OF MESS. ADOVY REMOVE EXI3TNG STAIR AND LAO ADD BASE 0.0 10 W4TER COOLER 1 Ex. LUCRR0031 Ftervorg EX. VC1 1 3 , T / ADJI10 DOCK NOT. TO T W/ OVER PAOL AS MOORED T -- tf 141 — PROVIDE 100E9110AL BAFFLES ON WALLS BU1LD 4 MORE PIGEON HOLES TO MATCH EX EX OFFICE NEW CARPET EX. 61AIRS RE -CARPET TOUCH RE•OTAN 1 vARNIOH HADRAIL< EX OFFICE lr REPLACER LLV LEVER HANDLED 904 AUGET Ex OFFICE EXi -- HEW DOOR W 90UND 04EKE1 MD DOOR 81404 EX. OFF10E PQME /46TAIRS, REMOVE CARPET 1 B46E INSTALL NEW CARPET I BASE, REP4NT WALLS DDlARM -CUTI, REPLACE DAMAGED AD STAINED CE1LNG TILES ALL DMEN810N0 400 TO FACE CF 8T1D INLEBB NOTED 014084I8E 80fdd$ FLOOR DOOR 611.1F0/0 F 001 08 e' 60. WOOD DOOR W11.1 WOOD 1MI5. 2 PAIR EURB PRIVACY LOCK WALL STOP AND SILENCER 90,140 GASKET AND DOOR 9LLEEP SEE DETAIL 3 /A.I EX FE:O1we MU CARPET CA0R0T8 WLL BE RE- LOCATED TO 108E BT TENANT 004'88 MCOFT EX18TRG 0401ST. LOVER 10410 W/ NEW W PL. TOP I EP.E 10 MATCH EX. 60 OPEN CRI0 NEW CARPET Ex. OFFICE Ex OFFICE he It a001033Is are son and approval of the Iolation of any n 1. ecein< of con - plan acknowle gar • I understand 111111110 Pla /4Glecl to errors and am i' p lane does not 111111004 lBd aed4 or nrdiOp tractor's copy of approve Permit No EX IECEPTICS NEW CARPET EX OIPCE NEW CARPET 900161 / BALANCE WAG TO THIS OFFICE ��w1✓ T01E: DLWNBTAIRB, REMOVE CARPET 1 BABE 861ALL NEW CARPET 1 SASS, WANT WALLS TTHRUF0 1.O REPLACE DAMAGED AND STARED CEILING 1(166 ALL DRBN61000 A E TO FACE OF MUD UNLESS NOW 07440128 E 48410008 0 3k 1' 6C WOO OO DOOR WTN WOOD JAl8l, 2 PAIR SOTTO LAI04081, WALL STOP AND 61LBC0R W/ MMAPES OIR4 l6EE DETAIL 3 /A -U SEPARATE PERMIT REQUIRED FOR: m 0< (MECHANICAL LECTFlICAL 00 �1 Gt I I Ip PLUMBING , N ,AS PIPING TUKWILA i�Jfler; DIVISION : ... FlECEIVED CITY OF TUKWILA OCT 0 6 1990 PERMIT CENTER O Y - 033 � x a h k • • 10/01/98 10/01/98 04:25 CI \CAD \8704- 09\ - 1 BUILDING AND SITE STATISTICS WOE: IMNG [CIE RCTICN TYPE OCCUPANCY TENANT AREA TAX ID • 000489 -006 IA 13 C)) V -N SFRWLER B -7 CE / 44 0H08E FIRST FF RLLR Ex. OFFICE: 314 5F ACTUAL 032 430 4325144 1,214 5F. ACTUAL 14139 08 taNT 441 SF. ACTUAL TO T 41 342 4: 446 0F. 405342. TOTAL: 5435 5F. SECCQD FLOOR : EX OFFICE: 2,110 SF. ACTUAL PEIIANPE EX. WAR -MEE: 800 SF. ACTUAL WU WAREHOUSE 446 5F. 4C5141. (0141, 1213 SF. IT,'IpO33g 31 OCCUPANTS 2 OCCPANTS a OCCUPANTS CCOPA115 4 000P4(0 18 °GOPERS 2 GYAP415 I OCCUPANTS 3 OCC043)S VICINITY MAP ENER'iT NOTES U MEMO ENYEOPE 04ANW 15 MOOR AND NO EXTERIOR 1115(46 ARE N 1115 54,40E 2( )444341982 410145 HAVE 044,08 BARBER ON WAR1 5XTE :YID R -8 AT OFFICE :1.80411 SOL WEARS, R690< CARPET 4 BASE INSTALL NEW CARPET 4 BASE, REPAPIT WALLS (5521 - on. REPLACE DA LWED AND STATED OEM TWEE AL DA'5481045 AM TO PALE CP 6117 U1ES8 NOTED 0/)93886 540045 FLOOR jammigag 01 3X 8' 50. W'10D DOOR UN WOOD 405, 2 005 BUTTS PRIVACY LOCK, CALL STOP A/5 618!0401 6040 GASKET APO DOOR WEEP WE PETAL. 3/41-1. NOE 00144814244. RET10VE CARPET 4 BASE PETAL NEW CARPET 4 BABE REPAINT W4LL5 (1)011 -0012 REPLACE DAMAGED 415 mum CELLNG TILES AL 54,5!2048 ARE TO FACE 0' STUD NESS NOTED OEEWA4E FI44TFLO2RD2 R KHDLAI.E 1 3'8 T SL. WOOD DOOR DTN MPS, 3 PAIR 84116 LAT04HET, WALL STOP AD MERCER W' 1EATIER SEEP (GEE DETAIL 5/60 24 305 SL. WOOD DOOR 3454 WOO 24152, 2 PAR BURG LA1045Ef,10E1. NCO :1/04 sluNcez,itv wallet 60134 154E DETAIL 3/•0 O W❑ ❑D FRAME DETAIL 5/8' GYP BD. EACH 5DE (Tr PE SC RATED • C RRDOR) SCALE: 1 I/O' = 1' -0' LEGEND I 6 0 FOUR-FLEX DUPLEX OUTLET SECTION EXISTING PALL 1[Y, STEEL ca Ym1 STUN YAM OR 00 84ER3IE OF STRICTURE EXISTING PALL TO BE .44308ED. NEW Dot EXISTING O®2 EXISTING MDR 10 BE REMOVES WALL 1(10100E AND DATA OUTLET. Nw3944 C90NT ADD PULL STRING DNIT. THERMOSTAT ILLUMINATED EXIT SIGN 2' X 4' EXISTING LIGHT TOE T¢10WE0 EN RELOCATED.. 2' X 4' 0X12.207, LTGt, AI gamILL OD451408. EFICE 2' X 4' 4E8 1)841. DR RELOCATE$ RECESSED 112405 10 44 541041,154 W1ft0 EARN -.. Y� , gv • Mt A OFE TO(. JCa P{�tfpFS G>sEFWNB. -- / ///� _{ui0�1.(N910FDii '8' %F+�•4 � RILL ix 1 1` iBMQ ■ ' �� NA10F COCKTCP/OWN P : WD( UPPER FLOOR PLAN 'Scale N$' =(-/J DUSTING ,( 940141 , 05 /10 WALL I N5TALL NED EWE AD LITER 444 046141 I•N15MC 1 4 REVISION NO L E ° 9 -^ Via -0338 PERNR CENTER m m ! ! PI . a 0 00 0.1 WARN** N V11841. CR 471.AC6 SEE/ MIL ADA1ST DOCK MGT. TO 544 CNER PAWL ASS RRR COLON To TO HATCH (061 G LOW WALL TO 6'-4• BACKPG W -6 FOR NAG -0146. EX STARS RE -CARET TOIYA4 RE -STAN AR EN HANDRA8.6 S4 � >� O c 44 En zWp W E E-40E.; rV0r- 12/08/98 09118 ar, \ CAD \8704- 09 \ -,i. MART BETC10 SEE SEE STRICRRAL REFTACE 12 DOOR 1111141 DOOR /141044 20121204 DOOR AHD FRRE 420 2/12' GYP. BD. OVER 3-22. 03CD 61102 • 24 00. PV-033E3 r STAIR SECTION Q.) SAAR 22 AGM POST 8E100 6212 6162208411. 6T • P • 5 1-125*-24 PANTED REGO CAP 1D/15TM CO/CREIE OLT-18 PANEL 2 NONDRAL DODNICN SETCND c - D , WALL SECTION 6c12I 84.I-12 NIL PAWED BLACK FASTENED • MAX 6' OZ. SOW CALK PFSOR TO ATTACHING GYP SG O PERIMETER OFFICE SCALE 1 1/2' = 1'-0 MUSD PAL / COCRETE Tom% 10evera60 m4 CHER FLYS= 1 w ONER stuatmL ICOD TENSES w ink SW 245 • V OIC 11V 9/10 EACIA SIDE 12621220 12812 812 411.2112 GR • • 3V • 12/ 1 P SG • DOS P LATES DOSTIONINAS IDESPA SAL FLOOR lat. • 12 OIG IW SW. CD. 2204 84412 PAW TTPE 1211 12, A.31 • r o4 • PSIS •ISEWS PLATES BATT DISLATION - - ABNEY SESER6T CALM TTP LIME S&L FRAMS WAIT MUNICH 3 Ur 25 GA 51EEL 5=6 • 220041 Sor GYP. PIV EACLI SDE 2,4 14:741IGNT /TTP, TO 'WAREHOUSE (1,;) SCALE SECTIDN Jr vERTCAL • 45 OL ISE N SE&SC AREA AS •E00 5/ 110012 APPORTNG WES TO SE .904 • w-Er GC CONNECTED TO SOTS'S GIORD TRIE.5 ENE SCREWS DEED P 3 8 riow r 4212 REMOVABLE HANDRAIL BRACING 24 MULL 2 GANERTkCAL WIRE CGINECrED 10 11874 RIMER TO STRZTURE AEG& METALL 451261/03 CF I V2 x 20 GA STUDS aneRnca. WIRE RIMS NEW OMER CE SIIDS STUDS TO R14 FIRM TOP OF TEE TO IBOTTG1 OF SMICTUFE ABOvE LAW DC OF NERTCAL ORE /MUM EROS 1301101 8451041 61/826 TOGETNER V-REES At 18 OIC (SEE DTI / ) 084814 62444812 //STALL '12 GA IRE CA055 BPACING 64 EA PLANE CP TIAN RFELRE •2 GC • 45 ANGLE N EON DIRECTIONS TIE FIRST PONT UNTAN EA-CA mom EA. WALL 12812 6218812 1 REFLECTED CEILING PLAN Scalsk lits'`.r-� Nor&tapis lot aiviaeTottumeasnia. LESS WAN ' M 2/4 PORZCIATAL CITP) fo?. 1/14/7/121(042. • /V 06 12148 2 3/4/ 0(4 ,4 LAG 80.15 ,scALE. 3/4' = 2'-0" ( ) HANDRAIL SECTON INSULATION NOTE EIRE EDGES CF PLANIL 12878484 GYP BD OR 6EILIN55 TILES BRACED OR STRAPPED TOGETHER TO PROVIDE AIR TICIIAT ENCLOSURE W/RiStIi_ATION AeOVE - STEEL STUD FRAPUNO AS /REQUIRED PARABOLIC LENSED FLUORIE.ENT FIXTURE FOR RECESSED LIGHTS IN AN ENSULATED SUSPENDED CEILENIGS 1 LIGHT FIXTURE PROTECTION SCALE 1 1/2' = 1-0' 311111111111WHIRS , Exesnro • 4S: =1•IMML.1•11•1111=MMIIIIIII 1 10;0! *MEM IMEMINIMMEM 1 111=11111111== 1111 A:% .5111141111111MIMI mufY 1 .11•1111111111MINE LEI■ormismosim 1 41111=IMIP' ==11111111111 11111111111IMM 1==111MEMPINIIII MIIIM ■ ■11= 11111MMIIIIIIIIIIIIIIMINI•11 MINIIPAIM1=1=1=111111■11= NM MIEN=11•1111I ==•11•1111•11•11•1=111=e1111111 MINIPMENINE111111121111•11 MINNIN•011•MMMMI 1 .0 - iMiMG,M=N1W.Rilumm 1,1111111=4 • ■IMIIMIIIIIIMI=%•111%= MMIWIL■TdIMMINNIffal=1=1=1 =11 1115111•1111111111MMIIIIINIMIMINIIIIIIMI PAIIIIMIE=MENNIIIIMI=11•111111 PNI=III1==11111=11111111==1111111M=11 MIIIMIIIM=1=•=111111111MEMMI =====11111=-11E-11•1 JIM BEFINIMMI 1 1•111111MINEBININIMIINI SN.LS TO 40`AFE 861226 10 trizsinnam SEC T ION SECTION ' IUKN'Ii'LA L AVPRO s IED RECEIVED any OF TOKWIIA DEC 1 6 1 ° 3 DEC - 9 1998 INERMIT CENTER 12 - 0' 01240 0285 4420 1 1 VO 85 * 1 11 . 40 20 0 0 CV CV 0 z a. IN_ Et LUNG DIVIION 12/08/98 0959 am C \CAD \870 \ A-2. SECTION 4 Scale tI I' -0° SECTION E 5ca le: 1 1/1 -0" SECTION B Scale: I "e -0' SECTION F WO: 3/4'A r -EP •D IoR SECTION C wale i urtr -m' 4 CONTRACTOR 5MALL E REWOE .E FOR ALL RETORTED S4iET1 PRECEPTORS 220 TIE YETIGD5 r N, • TA PRO 55C TECAoOE5, SEOHCES OR FROCEDIlES REONNED TO MEOW 411 245 LLOI4C oc 5. 04494124"5 w72ATE GBEFAL d10 TYPICAL CHARACTER a COD i 400 72 AR DETAA 441E N? I04.LT OCkST w2CATED MIT T RI E CF 721 TO SETM1.442 NT A 2 CIER 10 DETAILS R A E 5 A 4172 182.242 CEt45 C081 IFI SHALL E 2400 516.0 460146 40 APPROVAL BY 114E 4541041 ARC ` NF :0 5A. , e• 7201/24445 STRAP 5TR;OMA1 6020041 U OC E ed CE "i SEEK • b. 4 500050RAL 5757E15 0964 APE TO BE CO POSED OE C0994B TT510 BE FELD E$CTEO A. 51.4.1. BE 14 M:O BY 1 440101441 M/ E 144 0 r # D9-'. N/KL[G. STORAGE A10 ER" -721124 N 4CC ACCOfONILE VTR N6IR051CTCFK PREPARED BT 41 yJPROt TLI • 2'y NE GAS N L AC ` ALL GRADES SMALL COFOR1 TO UEFA GRADE R6E5 FOR 2E61454 LUEER- - -MOST RECENT MICE ALL BOLTS 10205 40 411115 EAR 0 404461 GOOD BULL E PROVIDED 2004 51420220 OUT NASD r_ 4LL LOCO N CONTACT ANTE CONCRETE OR P ASORT WALL E FRESIRE TREATED 2124721221 000040 CONTENT T MR AT NST4LATCN FOR ALL UMBER 5TEEL 4QY65 TO BE StASC44 OR APWOIED EOLAL 1461HN ALL MERGERS A55FECfEO BT MAIFACTRERIKC35 8401N i 1 . 0,21 JOIST, M42FACTIIED BT DE 1416 J015T- NA CORP. N ACCORDANCE 550446 SECTION 3/4 TG FL 441 iv ION• I A f MEW i6 NORtn lW. TA ORO 550 caeaEtE oven I/ • I=1 4116000 W 502445 EN15Tcmc �— 0245110 441 T,UC 24 DC ff jx egAcE C �7 1.� 4 45461545 2111. x BRACE L_O415TED 4 1 TA. • 24' OC. 14 I`y I A 5 u-v FLOOR FRAMING PLAN H JRf 4 scale V8' -0• GENERAL NOTE I/L: MAIERAL5. DORTOTANSAIP, DESIGN 2w 72p5TRCTCN WELL SWORN 10 TIE 05460, 50E000ATIO6. 40 TIE APR ..41 F LNFCRI B14LDN6 CODE 1994 MaiCN) 2 5'R1GTR4 04141/05 54441.1 BE 2400 N CORRECTION 4NN Afi?41ECTIRAL 05*241S FOR DE 680040 RC 7208141721100 CONTRACTOR WELL sW DFBmo w 40 C00RIO S FOR DOPATHL111 40 541041 NOTFT 446441ELT OF ANT IOSSNEFANCR6 FTdCR TO CONSTR0TOt 1 CONTRACTOR SHALL 0410472E 1EEPORARi SNORED AND BRACED FOR DE 5141124E 40 5150114141 720!0005415 URIC ALL MAL COMFOTIO6 NAVE BEER CONALE5EO 24 ACCORDANCE SRN DE FLANS T. 5400 04141419{6 FOR 514172414141 STEEL SHALL BE 54.01'100 TO 4R00ECT AIL STRICTiRA. BONER FOR REVIEW FIRM TO FMBFD72ATIM OF THESE NET5 COBB UFOR1 BAR0EY CODE 951 LINE LOADS xa� 040 502990 ZO4 i F010411016 3100 040 EARN' ROAD ITN 0x006946 B 517241272£ FLOOR 16 PSF FR41110 LOSER. 2x 5705 HAR 4x 9045 AM UMBER NOT NOTED TO E ON 2 OR SETTER GUI 241 41 0 ECM 11EM?ER5 all-LAMINATED MOOD E45 KILN DIEM 104151504 APPEARANCE 514£55 GRADE CNENAT10T 24 -F -04 -I L r:,ri of ‘OVIALIk gp0RCV DEC 16 1°' O 0210 n OF TIJILA DEC - 9 1999 PERMIT CENTER 0 F• atus- r. aA WoQ 0 cn � AlSION 12/08/98 09:49 an G \CAD \8704 -Q