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HomeMy WebLinkAboutPermit B96-0244 - SCIT-MANNESMANN TALLY CORP - PRODUCTION SPACECity of Tukwila -- (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0244 Type: 8 -BUILD Category: ACOM Address: 1083 ANDOVER PK E Location: Parcel 1: 262304 -9106 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: SIERRCC145N8 Status: ISSUED Issued: 08/30/1996 Expires: 02/26/1997 Type of Occupancy: WAREHOUSE Slopes: N Sewer: N/A TENANT SCIT - MANNESMANN TALLY CORP 1083 ANDOVER PK E, TUKWILA WA 98188 OWNER SECURITY CAPTIAL INDUSTRIAL C/O GEORGE MCELROY ASSOC INC, 3131 S VAUGHN WY STE 214, AURORA C CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797 16715 N.E. 79TH STREET, REDMOND, WA 98052 CONTACT KEITH PEGORSCH Phone: 822 -6700 CNA,ARCHITECTURE GROUP, 3500 CARILLON PT, KIRKLAND WA 98033 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONVERT EXISTING OFFICE SPACE TO PRODUCTION SPACE. Units: 001 Buildings: 001 Fire Protection: SPRINKLERS UBC Edition: 1994 SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: 50,000.00 Total Permit Fee: 952.84 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center `Authorized Signature Date 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. vrri- ?O) lolMb The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or. th -, pe4 • ma , e of work. I am authorized to sign for and obtain this build Signature:_ Print Name: ��L � Title: g c.r 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. Date: 634.30/q4 Address: 1083 ANDOVER PK E Suite Tenant: SCIT- MANNESMANN TALLY CORP Type: B -BUILD Parcel #: 262304 -9106 CITY OF TUKWILA Permit No: 896 -0244 Status:. ISSUED Applied: 08/13/1996 Issued: 08/30/1996 A. k•k' k' k*** k****' k***• k*• k*****' k**' kk• kk*•k*' k** k' k ***• k**• k* *•k*k ** *•k*k*A*kk * *'k****k* **:k Permit Conditions: 1. No changes be made to the plans unless approved by the ArchitectEngineer and the. Buildinu Division. 2. Plumb'i.nq.,permits shall. be obtained : thr.ough. the Seattle -King County Department ; o f `Publ is Health. Plumbing ,wi l l be inspected by that agency, - including all gas piping (296- 4722J'. 3. Electrical permit. shall be obtained throuah:the Washington State Div.is,ion of Labor `and Industries and'..al electrical work will:-be inspected by that agency (248 - 6630). 4. All mechanical Work shall be under separate permit issued by the Cityof` Tukwila. . 5. All permits, inspection:,records, and approved plans shall be available` at the job site prior to the start of any can - struc.t'ion These .documents are to be maintained. and avail- able ,until ,tinal insnection.appr• oval is granted. 6. Anv new;, ceiling grid fixture installation is re'ou;i red `to meet lateral bracing requirements for Se i smi c Zone; 3. 7. Partition wall: attached to ceiling ; grid must be lateral lv braoed "it,. (8) feet in' length 8. Anvexpos insulations backing material shall have a Flame Spread Rating of •25 , or less and material shall beam i dent i - f i'cat i on •;.s'how.i ng the •.f ire perf o'rniance; rating thereot 9. Va l>.idi ty. 'qf= Permit . The issuance .. of a :permit or a;pproual o plans, spe,ci and computations. .hal.i. not co strueyd, to 'be, a permit tor, or an approval ot, • any violation-. of anv:..of the provisions of the bu i 1 d i ng code or of any other ordinance of the jurisdiction.,/ No `permit presuming to give authority to violate or cancel the. provisions of this code shall be_ valid. Project Name/Tenant: 5G IT — MRT1M SMANt•1 1 LL A- C4R.P '"Value of Constructio • 000• "—' Site Address: City State/Zip: 1 -4 Q■4■13AYB fA■tAINtvl6) C>1.1 , .Tax Parcel Number: ail) 93oLf 91oLP - 3 Property Owner: Ec a R-1TY C t`� 1 X41... - KOV1ST4 -a tk -TQ.0 st : 8 hon 1 O) 6 a (0 - no Street Address: City State /Zip: 4"7 - 7? F rlT 1\i u n . Tb_ mr$kA -c- A 9 4 6 P1 Fax #• (510 ) (D191- `{0 33 Contact Person: E 67702S -c1N \ R .N- VVEc-rtnc .Geov i Phone: ( tn)8aa -- j , 7o Street Address: City State/Zip: S 0 CAR-A1 -1.0 \� \t l�l eif�rIn l>)1� 9803.3 Fax #: / r po w) Sas -S 1 I Cp Contractor: 51 >_ R.Z c,C)NM�A.C:r �N hone: � �o CO B F's - 7 Street Address: City State /Zip: Itill5 tJ, . E.'79 Sr. t,MANn '30, F ax #: 40(12 €S3 5- 43_30 t Os‘ Arc itect: C 1 - R � \c\\ cT\A'M- ( ao><nse hone: aso(>z ,aa- u?To Street Address: City State /Zip: r.lc r eAus5 r. . ` oy�R 033 ax #: �olQ S -9 t I lr? Engineer: Phone: ---- Street Address: City State /Zip: Fax #: Description of work to be done: 'T tARC•\ m9Q.C:) m.c.rrc -r0 NP P.,0*...,1 I of S . • . Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family 71. Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel 'Office ❑ School/College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family 13 Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel list Office ❑ School/College/University ❑ Other Will there be a change of use? 14 yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) F-I , °l ' o - �Na>tc� - - SpP,G- US� • t� — 0 lGE ' Will there be rack storage? El y es no Existing fire protection features: ' M sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet ,. 0 existing Area of Construction: (sq. ft.) 'r9;11s ( f j 0, r s. . 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 Safety Data Sheets ommercial / Multi- Family Tenant Improvement / Alteration Permit Application CTPERMIT.DOC 7/9/96 CITY OF TI "CWILA Permit Center RECEIVED 6300 Southcenter Boulevard, Suite 100C OF TUKWILA Tukwila, WA 98188 AUG 1 3 1996 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 accepte : Date application expires: 13 -`i"1 Applican fakvby: (initials) BUILDING O NER OR AUTHORIZED AGENT: Signatur • N . Date: 95 19., qv Fax sl: _ 911 (D Print name: KATHY \ NA Rczaw Phone: -19760 P..# VT .ccck Address ? ?SDI) Q t L-1-0 fit'. , k<t eV-1 A Y3 . P-oV` � t, o ?,'a City/State/Zip ALL COMMERCIAUMULTI ILY TENANT IMPROVEMENT/ ERATION PERMIT APPLICATIONS T BE SUBMITTED WITH THE Fe LOWING: 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 7 ❑ 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. 0 - 71 Indicate proposed construction of tenant space or addition and walls being demolished ❑ '571. Construction details 171 ❑ 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. ❑ El Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ El 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 ". ci 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 THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 7/9/96 Account' Cade 000/322.100 000/345.830 000/386.904 #:l *ic•k**AlkAlc* *k•; k-A **•k•A*•A**;t*A:k***k*:A*A * *AA* *4 k **A t #7kkks+•kk1.•. **A CITY OF TUKWILH, WA 131 - ,Zq IF :O1E :MIT **** kith**A*k *A•k.kA ******AkA*k*A*A .** A• kk: 1.• k: kk/ r•. 1*#• k• ktik k•a**A:1**:t• TRANSMIT slumber: 89600462 Amount: 952.84 0E1 /13/96 16:1.5 Payment Method: CH3:Ci( Notation: SIERRA CONSTRUCT Ini•t: 5MC Permit No L396--0244 Type: L3-- BUILD BUILDING PERMIT Parcel No: 262004 -91.06 Site Address: 1083 ANDOVER PK E 'total Fees: 952.84 This Payment 92.84 Total ALL Pmts: 95.64 Balance: .00 •k #okfi * ** *AA *A *A * *kA.A*A A4 k ti *A •A *•A* * *.t *otd*�kA A * ****kA *A* * *A* *4** Description BUILDING - NOh1RES PLAN CHECK - NONRES STATE BUIL..DIP1G SURCHARGE Amount 574.75 373.59 4.50 • 2258 08/15 9617 TOTAL 952.84 City of Tukwila Fire Department /j�AN/t/ E S Mi Ai/Ai �-LC 1 D . Project Name Address (063 Al? ?L .. Retain current inspection schedule Needs shift inspection /\ Approved without correction notice Approved with correction notice issued Sprinklers: - Fire Alarm: V Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature TUKWILA FIRE DEPARTHINT FINAL APPROVAL FORK 144 /2_ FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, The Chief Permit No. Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 ProVect; Ok-K5�' "T ype of inspection: Addres ,/L `) ti JW nic ate called: ► co Special instructions: C • Date wanted: 10/ ''" a. � Requester: Phone No.: 14 -3 oi b INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Inspector: I Approved per applicable codes. 1 INSPECTION RECORD Retain a copy with permit PERMIT NO. 3670 Corrections required prior to approval. Date: / G 1 $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: COMMENTS: Type of inspection: t 0%4.1 � -+cA � fir, ►SAL . .. 2 6A(1,0-. ... +.=% fLEZTO-4- yr (L:-1:11.+•Nlt• , P , -02.A P , . 3 de i . 3) 6 eirfmr-\ (M . r.J14,1,... Q Proje ` Type of inspection: Addresro% A „h ot (7 . C ate called: 1 f ft Special instructions: Date wanted: ' CVS147 r Requester: Phone No.: .)(// ,, . 9 0 INSPECTION RECORD Retain a copy with permit INSPECTIOM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (19 00 PERMIT NO. (206) 431 -3670 Approved per applicable codes. I1Corrections required prior to approval. Inspector: Date: /O bi q � $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: j Gt Typo inspectio : Address: Date call Special instructions: Date wanted: /0 i 1 intab p.m. Requester: v '1 Phone No.: t3N -3990 INSPECTION NO. INSPECTION RECORD " Retain a copy with permit 896-0.5/i/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I+ rr PERMIT NO. (206) 431 -3670 I1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / r- / L' 0 t !-dc 64. 4:g a p 4 o u & L 15 4.7/--_s ,— c) Inspector Date: /D - $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: Project: ja Type of inspectio : e .. n Of Address: Date calla U Special instructions: Date wanted: hi, P.m. Requester: Phone No.: .'3N. ,1 44 INSP! T!DN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector INSPECTION RECORD Retain a copy with permit •L3 9G • OaNS! Corrections required prior to approval. Date: 1,�'j PERMIT NO. (206) 431 -3670 %' Air A16111 i $42. EINSPECTI • FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f _9414 (1 T .inspe F!�'1 � MJ ► liF- M ANb�! - F FI - E Date called: Of _ 1 Z_9 ) Special instructions: Date wanted: Q, 13 _ 9( a 1 r p.m. Requester: R n t4. 1,1 erat 314 - 3I'l A pproved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: _______Li_______L_ Inspector: 1 1 INSPECTION RECORD Retain a copy with permit INSPEC •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - 0 69 (0 -0241 PERMIT NO. Date: (206) 431 -3670 $42.0(f"REINSPECTIONGFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: . Type of iope ion: Address: /N.3 A. . Date called: Special instructions: Date wanted: c , ,9 Ca. a21.1) p.m. Requester: p D` Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Approved per applicable codes. COMMENTS: Inspector: Date: q fz I Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pat�AA A�NL1/4/ /: ,c., , Type of inspection: A i1 s n, rtry`i R I Date called: ( 1-1 , (1 _ Special instructions: Date wanted �' (/o 12 p. m. Requester: FAN 1 .... ) ,) At )°, 3 )4 _ 3 9 i 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Gi A Date: 1 z f i ' INSPECTION RECORD Retain a copy with permit Approved per applicable codes. [1 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: ._..,• A.. _.k.e�...,...5._•iti \ L'K Au. I. 4. _ _ i 6c1( -02 44 PERMIT NO. 1 � (206) 431 -3670 05 ,QNiti ,AO Co ? TYpe o i pectilN L c�noI` Olgs: N _ , � 12_ FJ Date called: q , 9 _ 9 O Special instructions: Date wanted( - t _ 9 1 O � a.m Requester: Tz b `q / .: 314 -59cc INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 COMMENTS: Z� (i.,1/4h.r v. 1 ac plc p ►� .,C j ws� t.c:.- I -19 Z <'[ • IDA )-* Inspector: Date: 0f /�O (74 Approved per applicable codes. Corrections required prior to approval. $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: J �t�NN '1NN� 114-3-4 `OAP TyI.:eim on: l��,/'ALA NN �•; s s: 44b � p, f F- Date called: _ _ 9 b ! � Special instructions: Date wantet � _' a.m. p.m. Requester: 17 t al c .. 314 — 3 9 O 1 INSPECTION NO. EXApproved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit •CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,..tc.......__..r. _., .- -- • Date: PERMIT NO. (206) 431 =3670 COMMENTS: `T-1 2..o-0-y ( oe Inspector: Datek9_ to _ 1 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Envelope Requirements (enter values as aopllcaotei Fully heated/cooled space Minimum Insulaaon R- values Roofs Over Attic (see over for definrnons) /S//4 All Other Roofs Total Glazing Area (rougn opening) (vertical 8 overha) R– 2/ Opaaue Walls times 100 equals R'–' // Below Grade Walls 0 - 'WA? Floors Over Unconditioned Space 0 4/ /4 Slabs -on -Grade F ; 0. 5* Radiant Floors N /,4 Maximum U- factors Opaque Doors ///= Q.(00 Vertical Glazing 1 W Overhead Glazing 4///4 Maximum SHGC (or SC) Vertical/Overhead Glazing 1 4/49 Space Heat Type ❑ Electnc resistance /1/0T ,' /, , All other (see over for definrnons) r/1244(//V sfil•9,v 7r? 7 cae,') Glazing Area Calculation Note: Below grade walls may be neluded in the Gross Exterior Well Area if they are insulated to the level required for opaque walls Total Glazing Area (rougn opening) (vertical 8 overha) divided by Gross Exterior Wall Area times 100 equals % Glazing /Y oTa Z , 0 - 2Z.9 to X 100 = 0 Concrete/Masonry Option J Check here 11 using this option and if protect meets all requirements for the ConcreteikAasonry Option See Decision Flowchart lover) for qualifications Enter requirements for eacn quaufvinq assemo y in the table oeiow Project Info Project AddreSS /D g3 Avao..t. p& E gSr /s /. Date g / M TL1.��/ . Al i 4- )Iiicc/ti /eliO/t..✓, For Building Department Use r/1244(//V sfil•9,v 7r? 7 cae,') Applicant Name. c-ef/i; /we� //-. y„Gdi ,40t2 Applicant Address 3seto G47/4 /GG OTC/ ,o/4/7 Applicant Phone ( 2 . ) 922 -60760 1994 Washin• ton State Nonresidential Ener Code Com•liance Form Envelope Summary • Climate Zo ENV -SUM •994 .Nasrongton =tale •ionres■ae .'nai c ^•rgy .;aae Gamouance -nrms Project Description New Building Addition a Alteration ❑ Change of Use Compliance Option Prescnptive Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD Systems Analysis SMri•heated space' Minimum lnsulaaon R- values Roofs Over Semi- Heated Spaces' 1 N /A Notes: /. 'Refer to Section 1310 for qualifications and requirements PERMIT CENTER Opaque Concrete/Masonry Wall Requirements Insulation on intenor • maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0 25 If protect qualifies for Concrete/Masonry Option, 1st walls with HC >_ 9 0 Btujfta• °F below (other waits must meet Opaque Wall requirements) Use descnptrons and values from Taole 20-5b in the Code Wall Description (including insulation R -value 8 oosnion) CIr OF Oa 1 U- factor EIVED TUKWILA 3 1992 Giz o s S C XTi✓ /z/ - /; Co/27 /nc+ry 4)194. s 4)/7 *r Scmi 14 -A4)&/ .SP/4c-s- so/zrlourrn/.v6 j /06 Coil /cif /s 3e /•vG /GTr�av 1=/20/,7 €iY /J7' /NG Sew,/ - 4/e 1/75- sAvit; Tb , S■ , A/o AL-TeX-4-770.w To / /U/!.! S c)(‘-r;7 ry, 49 sPpv-,5 r /32/N6 c /%y use J /v/i-e/17 C �7z�e� us.owrrm cNr:C for SC) Clima y Zone 1 ENV -SU 1994 Wasnrngton State Nonres.denoal Energy COMP Como ranee Forms Decision Flowchart for Prescnptive Option 1302 Space Neat Type, For me purpose of Oetermmmg requirements the lollowrng two cannon's cantons* all °pier Ali om.' space hea0ng systems ,nctudrng gas space ' systems ana mole systems hated m Me resistance r Ali walls R•11 NSUlatlon yes ' r <40% Glazing, no yes All Insulation Installed' Opaque Walls R.11 Below grace wails iext! R.10 Below grade watts tom() R• t 1 Roots over attics R.30 All omen roots R.21 Floors over uncond so R -19 Slabs- on•graoe R•t Radiant floors R.10 Cpaoue (loom U• 60 Glazing Crrtena Me(r Glazing Vert OH Area % 'J U 00.15% 090 1 45 15-20% 0 75 140 20.30% 060 130 30.40% 0 50 1 25 no yes 1994 Washin SHGC 1 00 1 00 0 65 0 45 Masonry Wall Cntena OK? (below) yes 0 ton State Nonresidential Ener• Code Come fiance Form twirling envelope space neannq types S01rd fuel Ott and Ot0Oane exceonon 1a etectnc ■connnued at norm Use this flowchart to determine If project qualifies for the optional Prescnptive Option If not. either the Component Performance or Systems Analysis Options must be used Y <25% no Glazing, • yes All .nsuiauon mstanee Opaque Walls R•11 Masonry waits wit) U-0 19 Masonry wails tomert U.0 25 Below grace wails text! R -10 Below grace watts taint! R.1 t Roofs over attics R•30 All °Mer'0015 R • 2 21 ;Floors over uncond so R•19 ;Slams -on -grace R•10 Radiant floors R• 1 Opaque doors U•0 60 Glazing Cnterta Merl Glazing Van OH Area % U U 00-15% 090 145 15-20% 0 75 t 40 20.30% 060 1 30 3040% 050 1 25 no yes Start 1 Elecmc Resistance C Hear' SHGC 1 00 100 0 65 045 Clecme 1leetetance Soave neaeng systems which use erecnc resntance mermen—. as me onmary hea0ng system snowing caseedam 'adrant and forced air pnrts where nre ?OW *lea's resistance neat causer y exceeds : O 'NIR• 71 me gross cOnarnonee moor area Exception: Nest Oumos and terminal 'team: ' esistance neanng .n yaname air volume enstneueon systems yes PrescnmWe Pam Allowed ti Component Performance or l . Systems Analysis Required <20% lame{ Glazing ? - no Yes • Opaque luaus R•19 Masonry wens het) J-0 19 Masonry wails looter' •.0 25 Below grace wens teat, R.10 Below grace walls loot?) R.19 Roots over attics 1.39 All corer roars R•30 Floors over unconO R•30 Slabs•on•gra0e R• 1 Rac ant floors a .10 Opaque coons J,7 60 Grazing Crnena Met' yes no • Masonry Wall Cntena OK ?. -+-- yes (below) no •no r AO wails R•19 insulation? I <20% no °+lazing • yes Floors aver uncond Stabs -on -grace Raman? floors C oaoue aeons , Concrete/Masonry Option* Assembly Oescnptlon Wall Heat Capacity (HC) Assy. Tag HC" Area (sf) Totals Area weighted HC. divide total of (HC x area) by Total Area HC x Area a All Insuition •staned' Au insulation !ns ta lleo? C0aaue Walls R•'9 Below grade wails r eap 4•'0 Below grace epos r0mrl R.19 Roots over attics R•39 Alt pater roots R•30 Glazing Crnerma Mer' Glazing /ert OH R•30 R.10 R•10 'J-0 50 �._ Area % U U SHGC Glazing Yen CH 00.20% 0 30 0 ! 00 Area % U U SHGC 00.20% 0 40 0 90 100 res no Apnt 'If the area weighted heat tapacrty (HC) of the total above grade wall 1s a minimum of 9.0. the Concrete Masonry Option may be used. "For framed walls. assume HC =1 0 unless calculations are provided: for all other walls. use Section 2009 i 1- n - Etna • n vu FLOOR PLAN 11} 1n.ra ELECTRICAL LEGEND: • cuM MILT • C1•1OM 01411 1. tot 7.04 Pk rota p$116a14 M 1 401 • 101104 1 r0.1 MILT 10•10 411 • •Olio! 109MS•1e111a CAM OMIT KEY KOTE. (� rpCr r1•11 Ml IL 10 vetiver N ML 1 oe Mn ce u f11 1M1e M 1 4> mom! Toe U Ml• r•$'41$.011 • n-C' C IW 8 PAM. NV (pet !., Mit tome Ton.8 AV CRVM IMRM [t$l1 C[.6r J WIMP* W1101 •0 •tlMI 0 $$T 4. • •-$ lr,tnr 4C2 rr O calf wry %W 8 472 0 101 nµl ro ArIGUT. /4L 1 6re (cm 6St1 0101 rou. o srecrtmot Ke• r01M MAC(Cr KI•0111A1 ME CI rf11 8'441 6L - 8' MAMA 0 for me%na Ci3. east I Slnnt 8'41 8't . tan raumroe. • colt eo$1 . no+l ircno K vont m c. •M DM M OJA rrr 8111 Mar 80140 . ,f�, ear yonce *elm rant 0100810W 1142 $161 r(MVIR 1141 • colt ”k! WIC RACK `(7' colt rR[W KGC1 t•MR 49' 8'116 - 71 6818'? *moor% e1M= 10 Crawl nu our nnula C8' cone 6-a$rx MRS 101.16 K/OC RIUO k. M CPIs 6<13 .27 1511 41■9'e Cfl,g4/G /ce T/go fri $' -/14 - /q7./ 77, /-J -A/r /94:417 Ge,9 6'.424.C4f�y 18' .5 -- dam, C-X/fr /xv6 fir ...AtT %�O•GYcS ,c/0 � l&Ge/E /n0 0/ /GoorxoA/r (.1//7,4; ,) dra- a X/fr /zi6 5111/ - J e' 8'`—a Na e AJ6 -,r'. CNA Architecture Group 311:0 Cartn I1•1 p14-13 MM•••• 9em 7111. -•10 ia6 -@-0+1 �w Orr: I MY� r 6.n I•.Yb1 rtel611 Mnn6w: m.e0 WPM SECURITY CAPITAL INDUSTRIAL TRUST 47775 firemen! Dar etati frrnenl.CaUfrrnia 94530 Ws plums (510) 651 -1900 fanlmil• (510) 661 -4033 • An A /hiia e Sectrily Copitat Croup Incorporated Imo fool; PINT I nw. 9/le /96 Pm A2.1 Prolec: address /083 d�/ODi L - A:7 Z, . `C� 7--. rnl' Date 8 //z. /.,& Space Heat Type J = lectrrc resistance *Sr 4II other For Building Oepartment Use Glazing area as % gross exterior wall area % Concrete/Masonry Option . ees No Notes If glazing area exceeas maximum allowed in Table :hen calculate aalusted areas on back (over) If Concrete/Masonry Option is used Target U- (actors SHGC ana Glazing % will be different than shown below Refer to Table 13-1 for correct values Building Component List camoortents by assembly ID & Pape a Proposed UA U- fac r A rea IA) = UA Ill x AI Target UA U- factor x Area ,Al = UA Ill x A) 6urzeIO lelipaA U= Plan IO U= Plan ID U= Plan ID U= Plan ID U= Plan ID U= Plan ID U= Plan IO 0 0 0 0 Glazing % Electric Resist. Other Heanng 0 -15% 040 090 >15 -20% 0.40 0.75 >20 -30% not allowed 060 >30 -40% not allowed 050 (see Table 13 -1 for Conc:Masonry values) 6urzel0 pearlianO U= Plan ID U= Plan ID U= Plan ID U= Plan 10 U= Plan i0 U= Rani() U= Plan ID Q O 0 0 Glazing % Electric Resist. Other Heating 0 -15% 0.80 1 45 >15.20% 080 140 >20 -30% not allowed 1 30 >30 -40% not allowed 1 2.5 (see Table 13 -1 for ConcMasonry values) smog 1 anbedO U = /,Zp P l a n 1 0 " " X / & 7 7 4 / 7 l r x 3 T , k G . U= Plan ID' c -R+' U= Plan ID /. 7.o X (3X7) a Zi ' ZS.Z0 0 XZl -- /2IA Electnc sist. 060 Other Heating 060 /an° sloob R= Plan ID Nip R= Plan 10 R= Plan ID , /44 1 4/ /04 Electnc Resist Other Heating 0031 0.036 slooa rarll0 R =2/ Plan ID, /p,/ S,gec.7./ 0, 0918 SO. 9?t /7 = R= Plan 1 0 R= Plan ID ( / •Z /) 858, V ' /. 0.036 X =5615 - .0Z,93 Electnc Resist. Other 14eanng 0.034 050) .sHIPM anbedO R= /3 Plan 10 p /D./ .. 7.3 o, iz Q7)(zo) (SO, S ©, D «, -en X /99 S. T 7 -4) -9) •-Z/ Z3/ # 3 X/7 ) -1 = Z 39. f- _ 1 043 O./4 X /993.5 Z Z 79. ,9 0' k Z 3 1 — ¢,3, 89 R= Plan ID 7/95 24,,.5•A R= Plan ID R= Plan ID R= Plan ID R= 2 / Plan ID ,Q /d. / l 7. 3 R= Plan ID 477-,iii dr,,7- R= Plan ID -- 1Z(3 Electnc Resist. Ordinary 0.062 Metal stud 0.11 Conc(int) 0 19 Conc(oth) 025 Other Heating 0.14 i9 Th ( 1 9� dad 0.25 slim apPJO nnolag R= Plan 10 N/41 R= Plan ID R= Plan IO R= Plan ID h/ 4/1A8 Electnc Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Floors Over Uncond Sp R= Plan ID ��� R= Plan ID R= Plan ID. R= Plan ID N/� 4//4 Electnc Resist. Other Heating 0.029 0.056 Slab on- grade R= Plan ID cX/� y.c,/G m. 73 X /3S .: R = Plan !0 //,(/ /,VJ N4 47190 R= Plan ID' - TpB[c u-2 2 � f71 R= Plan ID / 98,55-- D, 64. X /35* = 79. 9 Electnc Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) For CMU walls. indicate core insulation matenal. Totals For compliance' 32 3., � T / ¢, s / Totals ;Z 39 ig5 s.. 5t / L 1994 Washinat ^ State Nonresidential Ener• Code r:omcliance Form Envelope UA Calcul ons Climate Zone ENV -UA ..s- _•,te • .. •...a� = •T. :_:e _.•^�n,n:_ . ^c 1) Proposed Total Area shall equal Target Total Area. and 2) Proposed Total UA shall not exceed Target Total UA 4 a•, • ?g4 1 OG= 2. OG= 3 VG= 4 5, 6. Overhead Glazing List comoonents by assembly 10 8 oage $ Proposed SHGC SHGC' x Area iAl = SHGC x A Target SHGC SHGC x Area (A) = SHGC x 4 I Overhead Glazing Plan ID Plan ID Plan ID Plan ID Plan 10 Plan ID Glazing % Electnc Resat Other Heating 0-20% 1.00 100 =20.30% not allowed 0 65 =30 -40% not allowed 045 (see Table 13-1 for ConcrMasonry values) 'Note Manufacturer s SC may be used in lieu of SHGC Totals For compliance Totals 1994 Was oton State Nonresidential Enera de Comoliance Form Envelope SHGC L . Iculations Climate Zone 1 ENV -SHGC oq� .Vasn rgron _tale ...moiN'Ce =ym s Vertical Glazing List comoonents by assembly ID 8 oage m al C ': N > t - Plan 10 Plan 10 Plan 10 Plan 10 Plan ID Plan ID Proposed SHGC SHGC' x Area IA) = SHGC x A 1 Target SHGC 1 SHGC x Area IA) = SHGC x 4 Glazing % Electnc Res+st. Other Heating 0.20% 100 100 >20.30% not allowed 0.65 =30 -40% not allowed 0.45 (see Table 13-1 for Conc.Masonry values) 'Note Manufacturer s SC may be used in lieu of SHGC Target Area Adjustment Calculations if Inc total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Taole 13-1. then this calculation must be none Use the resulting areas in the Target UA and SHGC calculations above Glazing Area Opaque Area Gross Exterior Walt Area 1 Roofs over Attics Other Roofs Walls( Proposed Areas Numoered values are used in calculations oeiow X For compliance 1) Proposed total area shall equal Target Total Area. and 2) Proposed Total SHGC shall not exceed Target Total SHGC 1) Proposed total area snail equal Target Total Area. and 2) Proposed Total SHGC shall not exceed Target Total SHGC Roofs over Attics Max Glazing Area (Table 13.1) %1 1 )' lesser (circle) 7 ■ Proposed Opaque Area 4 5. + Proposed Opaque Area + 6 Totals Other Roofs 100 Target OG Area in Roofs over Attics Max OG Remaining 1 8: 1 ' 2' Proposed VG Area 3 Target OG Area in Other Roofs Total Target OG Area (sum 010 * 011) Wails Maximum Target Glazing Area 1 2: 12 lesser (circle) 8' 11 ' 12: Target VG Area 9' Totals Target VG Area 9 Proposed OG Area X11 Target OG Area'9 Target Opaque Area 13: 14: Target Opaque Area _ 115: • 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 aom'94 Note OG = overhead glazing VG = vertical glazing For Target OG's. circle and use the lesser values both here and below Target values 9, 12. 13, 14 8 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 8 12 are also used in the applicable Target SHGC calculations above (a) Layer (b) Description (c) Size (d) R -Value Exterior Surface I77om& ,Q0„ QI /7 A Coin& OP o, 46 B A- 2/ 4317/7 1/44440./ r 20.00 c Sheathing D D E E Interior Interior 577 411L 0.68 4, 6s Surface Rt. Total column (d). P/, 3 3 (a) Layer (b) Description (c) Size (d) R -Value Exterior Surface Moving Air 0.17 A Aluminum Siding B Air Space C Sheathing D Framing / Insulation E Gypsum Wallboard Interior Still Air 0.68 Surface Rt. Total column (d). 1994 Nonresidential Manual P TJ4,a1 Zo - s Q March 1995 1 D/9Velee GuAGL ,'- 2/ p /4/zia ✓ TO *~ Cc.�f44 r �IJ GC. Chapter 13 • Building Envelope l - C e, I7 4 D48 f G, / a) D,12 7, Tifekefiv2e fee,24 w TL V/ I 1-as S / ,r^i1. ,a46. G0¢ 13 -120 (a) Layer (b) Description (c) Size (d) R -Value Exterior Surface ' /6 ' D • A &VA lv au . ,84Q/ 1' sv it 4 • 5 B i?-- /3 aW7 /NS//c or /uw J " S � 2 /3 C '/, k//7[ . et 0,52/14:7 5" ig " 0. Sea 1 D D • Gypsum Wallboard E i Interior Still Air • Interior sT/ ARIL D /y s • Surface Rt. Total column (d). /5.518 (a) Layer (b) Description (c) Size (d) R -Value Exterior Moving Air 0.17 0 Surface A Aluminum Siding ■ 8 Air Space P C Sheathing 1 D Framing / Insulation E Gypsum Wallboard i Interior Still Air Surface 0.68 Rt. Total column (d). 1994 Nonresidential Manua( O akG ay.¢cd._. r.. PIf4 '/4r :1Q_ /3 / (� •• 717.4c-. cr7Groo r Q 2 ¢ R- V/QLGrd'-,f .4 March 1995 ChaA 13 • Building Envelope 4 r. o, 26 .1_. G, 0 66) T4lgL.s. zo , S J9' e -:. /4)/ Glef,r? 13 -120 Table 5. Thermal properties of typical building and insulating materials- (design values)* The coelkieau are expressed in Btuh•ft' (deg F difenaee in temperature between the air on the two aides), and are based on an ouuide wind velocity of 13 mph The constanu are apreued in Btu per (boor) (square foot) (degree Fahrenheit temperature difference). Conductivities (k) are per inch thickness, and conductance (C) are for thickness or construction stated, not per inch thickness. All values are for a mean temperature of 75•F, except u noted by an uternh (•) which have been reported at 45•F. Notes are located at the end of the table Customs n Unit INSULATION - 6 Coefficients of materials SI Unit 4-51 Density (lb /11 Coadue- Uvity (k ) Coadue- fence (C) Resislaaceb(R) Spedlk Resis (R) Per inch tbkkeess (1/k) For thick- sass listed (1 /C) Heat, iltu /(Ib) (deg F) (ne • K) (tai • K) w W BUILDING BOARD Boards, Panels, Sabllooriag, Sheathing Woodboard Pend Products Asbestos -cement board 120 4.0 - 0.25 - 0.24 1.73 Asbestos -cement board 0 125 in. 120 - 33.00 - 0.03 0.005 Asbestos-cement board 0 25 in. 120 - 16.50 - 0.06 0.01 Gypsum or plaster board 0 375 in. 50 - 3.10 - 0.32 0.26 0.06 gypsum•oc _.2 2� OA - -O.t3- Gypsum or plaster oud 0 625 in. SO - 1.78 - 06 0. Plywood (Douglas it Plywood (Douglas Fir) 0 25 in. 34 - 3.20 - 0.3! 0.05 Plywood (Douglas Fir) 0 375 in. 34 - 2.13 - 0.47 0.08 Plywood (Douglas Fir) 0 S in. 34 - 1.60 - 0.62 0.11 Plywood (Douglas Fir) 0 625 in. 34 - 1.29 - 0.77 0.19 Plywood or wood panel; 0 75 in. 34 - 1.07 - 0.93 0.29 0.16 Vegetable Fiber Board Sheathing, regular density 0 5 in. 18 - 0.76 - 1.32 0.31 0.23 0 78125 in. 18 - 0.49 - 2.06 0.36 Sheathing intermediate density 0 5 in. 22 - 0.82 - 1.22 0.31 0.21 Nail -base sheathing 0 5 in. 25 - 0.88 - 1.14 0.31 0.20 Shingle backer 0 375 in. 18 - 1.06 - 0.94 0.31 0.17 Shingle backer 0 3125 in. 18 - 1.28 - 0.78 0.14 Sound deadening board 0 S in. 15 - 0.74 - 1.35 0.30 0.24 Tile and lay -in panels, plain or • acoustic 18 0.40 - 2.50 - 0.14 17.33 0 Sin. 18 - 0.80 - 1.25 0.22 0 75 in. 18 - 0.53 - 1.89 0.33 Laminated paperboard 30 0.50 - 2.00 - 0.33 13.86 Homogeneous board from repulped paper 30 0.50 - 2.00 - 0.28 13.86 Hardboard Medium density 50 0.73 - 1.37 - 0.31 9.49 High density, service temp. service underlay 55 0.82 - 1.22 - 0.32 8.46 High density, std. tempered 63 1.00 - 1.00 - 0.32 6.93 Panicleboard Low density 37 0.54 - 1.85 - 0.31 12.82 Medium density 50 0.94 - 1.06 - 0.31 7.35 High density 62.5 1.18 - 0.85 - 0.31 5.89 Underlayment 0 625 in. 40 •- 1.22 - 0.82 0.29 0.14 Wood subfloor 0 75 in. - 1.06 - 0.94 0.33 0.17 BUILDING MEMBRANE Vapor- permeable felt - - 16.70 - 0.06 0.01 Vapor -sal, 2 layers of mopped 15-lb felt - - 8.35 - 0.12 0.02 Vapor-seal, plastic film - - - - Negl. FINISH FLOORING MATERIALS Carpet and fibrous pad - - 0.48 - 2.08 0.34 0.37 Carpet and rubber pad - - 0.81 - 1.23 0.33 0.22 Cork tile 0 123 in. - - 3.60 - 0.28 0.48 0.05 Terrazzo lin. - - 12.50 - 0.08 0.19 0.01 Tile- asphalt, linoleum, vinyl, rubber - - 20.00 - 0.05 0.30 0.01 vinyl asbestos 0.24 ceramic 0.19 Wood. hardwood finish 0 75 in. 1.47 0.68 0.12 INSULATING MATERIALS BuNKfr AND BAIT Mineral Fiber, fibrous form processed from rock, slag, or glass approx.e 2 -2.75 in 0.3 -2.0 - 0.143 - 7 0.17 -0.23 1.23 approx.e 3 -3.5 in 0.3 -2.0 - 0.091 - !!d 1.94 approx.e 5.50 -6.5 0.3 -2.0 - 0.053 - 19 3.35 approx.e 6-7 in. 0.3 -2.0 0.045 22 3.87 approx. 8.5 in. 0.3 -2.0 0.033 30 _ 5.28 Table 5. Thermal properties of typical building and insulating materials- (design values)* The coelkieau are expressed in Btuh•ft' (deg F difenaee in temperature between the air on the two aides), and are based on an ouuide wind velocity of 13 mph The constanu are apreued in Btu per (boor) (square foot) (degree Fahrenheit temperature difference). Conductivities (k) are per inch thickness, and conductance (C) are for thickness or construction stated, not per inch thickness. All values are for a mean temperature of 75•F, except u noted by an uternh (•) which have been reported at 45•F. Notes are located at the end of the table Customs n Unit INSULATION - 6 Coefficients of materials SI Unit 4-51 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #B96 -0244 (510) August 21, 1996 Re: Scit- Mannesmann Tally Corporation - 1083 Andover Park East The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4 4.1.3.2.1) 2. 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. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 3. 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 1207.3) Dead bolts are not allowed on auxiliary exit doors John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 57$4439 ( . City of Tukwila Fire Department Page number 3 unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 708.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Parts East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$.4439 Page number Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 575.44139 wLfi L. vi: i+,{ fNranvaal:.GC.+wYw.vowA.Vtmeal: eG2G6.30∎1 11.0 dVInWonaY• August 19, 1996 Mr. Keith Pegorsch CNA Architecture Group 3500 Carillon Point Kirkland, Washington 98033 Dear Mr. Pegorsch: SUBJECT: Development Permit Application Number B96 -0244 SCIT - Mannesman Tally Corporation 1083 Andover Pk E This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 13, 1996, was reviewed at the August 15, 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 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, Jeumo 0-Y1 Kelcie J. Peterson Permit Coordinator File: B96 -0244 C, City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 ... 94110101344 EXHIBIT • A' TNA? FPosuaN 01 T7Q s00T'ER>1S? EMUS O* TOE soomma$? oar= armor= IoC?ZON 26, TONIINN1P 23 NOR'L's, WISE 4 EAST, ¥ILLIFMTTE IQEIDU, 11 MR' COUNTS. 11113MING2OI1, INNICEIEED AS 1OLLOMa s . ESOINNINO AT TIM t0UFRSA$T COMMA 07 ME $OUTU UT QUARTER of MICTION 263 TEENCE NORTE 07.44.OS• WEST ALONG TES SOOTS LUIS 07 SAID 60117'EXAST maw Or SECTION 26, A D1$?]1= OF • 949.49 Put: TWICE NOME 0I 47 EMT, J1 DISTANCE OF 113.41 nor TO TOE TSUI POINT O! 713110CE OONTIEUD10 NORTE 01.47.29' LAST A PISTAECE OF 362.16 FU?, 711130* ALONG J1 CURVE TO TVS Slot?, nAVISO FI mums OF 300.00 1511, AN ARC O 11111111C$ Or 90.34 FRET, TES000E A C'a?ML SJ10LE or 17.11' 14• TO TEE MATH LINE OF SO1TTNCEIITE'R I$DUSTIXAL 77.11, MI110 TIM NOIRE LIFIM Or =AT CERTAIN TAP= DESCRIBED IN REAL ESTATE CONTIUICI RUOOID* ENDER SECONDING NUNEM 60347148 7131102 3002* SW 12 171121 ALONG SAID YOJU LINE or 1UUUI E11TU INDUSTRIAL FARR, A DIMS= OF 474.57 FUT 70 Rai =ST WAIN OF A1IDOTER PANE BAS ?7 MMC6 SOGIIIMISTEILT ALONG A CURVE SO TIM LIFT OE SAID MST MARGIN, 771E CENTER Or UNICE NEARS SOWN 69.09.36" EAST SWIM 7. RADIUS Or 330.00 FRET, AN ARC OI3?3ZIcs or 109.71 FEET, =OMG1! A MUM. AMi.E OF 19'02' 55" TNINCE SMITH 01 ' 29" MESS ALONG SAID MET /MOTE OF ANDOVER FAR[ EAST, A DISTANCE Or 344.01 SEE? TO ?FM 110RTIMOI3? COME 07 11 =ACT Or taro COIIVElEO 70 NORDSTROM DSST, INC. EY DEED INEOOI1DED Ul10ER UECOSD1UO MEM 7105200140 7'11111OE NORTE 55.08'21" NEST ALONG NORTH Llns OF 17.20 1IO6OSS'wo1l our, Inc. TRACT, A LISTANCE OF 470.00 FEET TO TES 7710= PORN? OF SEGUED= RECEIVED CITY OF TUKWILA AUG 1 3 1996 PERMIT CENTER City of'fhkwila \Vashington 885 -3797 General Construction TELEPHONE -- •--- •'• -• -••• NATURE OF BUSINESS LICENSEE AGREES 10 COMPLY WITH ALL THE REOUIREMENIS OF CITY ORDI• NANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACT IVI1 Y LICENSED HEREUNDER. Siarra.Construction Co, Inc. 16715 N8 79TH ST RHDKOND WA EXPIRATION DATE 12-31-96 DATE ISSUED i LICENSE NUMBER 01/31/96 ; 96 -891 1 E SALES lAX CODE $50.00 NO 1729 (AI YCIEfIK Thla Iiconeu Is lo bo displuyud conspicuously all Wu Ioc tIion 01 bujunus5 and is iiul U. :iolu tit assi(naUlu • • ,. I have examined the original document and 0.00 ,010.• ,,,,,,,,,, 4. ON._ .40 zi ▪ l' i•evo 4 1 , 014 w.ww) RECEIVED CITY OF TUKWILA AUG 3 0 1996 PERMIT CENTER , I .';';f; • REDMONO: 98052 • ' . .; . . . .0orrwr•-■-■-••••■revInr....wir,ree,mr.1 or the Sta e of ashington - Afiff certify hi A V a copy of that origin 1, d ig at ublic IF 111 ii. 4.10;Pv exp ;7 rs,-,--,...m.x.77. 77 i DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 4 I : .1i !.; ;21 STATE OF WASHINGTON 1.6715 NE 79TH ST 1 WA i2 , . # My Co Dated E625.052.000 (3.92) vws-vrnm wsn-nrm-vvismie‘w,s ..-:'.EX01.1101 din: ..., .Y:'' ts ,.".• SI EREtt-C.14 5 a 08Z271 I have examined the original document and 0.00 ,010.• ,,,,,,,,,, 4. ON._ .40 zi ▪ l' i•evo 4 1 , 014 w.ww) RECEIVED CITY OF TUKWILA AUG 3 0 1996 PERMIT CENTER , I .';';f; • REDMONO: 98052 • ' . .; . . . .0orrwr•-■-■-••••■revInr....wir,ree,mr.1 or the Sta e of ashington - Afiff certify hi A V a copy of that origin 1, d ig at ublic IF 111 ii. 4.10;Pv exp ;7 rs,-,--,...m.x.77. 77 i DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 4 I : .1i !.; ;21 STATE OF WASHINGTON 1.6715 NE 79TH ST 1 WA i2 , . # My Co Dated E625.052.000 (3.92) vws-vrnm wsn-nrm-vvismie‘w,s AN V CCU N iJ TL. - KWI I EAST iIIIi Y CA L PERMIT SET AUGUST 12, 1996 CNA Architecture Group 3500 CarSrn Pdnt Krtdard, Washington 98033 U An Affiliate of Security Capital Group Incorporated USI \RSS CE\ A, WASHDG?IN E X96 - • _ 4 ANNVH \.OA LY ma SEPARAT REQUIRE MECHANIC E�C7RICAL LUMBING GAS PIPING CRY OF TUK`NILA BUILDING SION mder5 m :doPteO : dor or in A plLr irucwrs �noP`° � ev Date Permit No. RECEMED C YORTUHVnu AUG 1 3 1996 PERMRCENITR Fsgb • 02.44 AB AC A/C ACP AT ADD ADH ABA NAT AFC AFF ACC AL T AP APF APPROX ARCH ASPH AWE AWP BD BMW BUM 8005 BLK BLOC BR 8MK 8M ERG 601 85/AT BUR CAB CB CBU CENT CLAP CFM CI1 CO CHO CI C CLF cw CS CLK CLO 0011 CAT CMU CRT CO COL 00 CONN CONSTAR COAT CORR CPI CS 1 C1 C1R CY$K cr BBL DEPT DE DIA DI OAC DIM DOSP DOPE ON UPR DR SR OS OW Dwc FA ED EiF EIFS EL EEC ELEY El K ENTER ENCL EP EWC CP% m E S. ESLW CST LAN FX EXIST FW EXI FA LB ruD 00 0 FC'Ic FCTY ITT FDN EEC 000 FHC FIN ANGLE CENTER UNE CHANNEL DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL OR ASPHALT CONCRETE MR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE 0EA DRAIN ADO01E ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ACOUSTICAL FABRIC COVERING ABOVE FINISH FLOOR AGGREGATE ALUMINUM ALTERNATE ACCESS PANEL ASPHALT PLANK FLOORING APPROXIMATE ARCHITECTURAL ASPHALT ACOUSTICAL WALL FABRIC ACOUSTICAL WALL PANEL BOARD BEIW0EN BITUMINOUS BUILDING BLOCK BUILDING BEDROOM BRICK BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENR110US BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONW01180 FLOOR TILE CORNER CURD CHALK BOARD CAST 6t0N CONTROL JOINT CHAIN UNK FENCE CEILING CONSTRUCTION JOINT CUP SINK CAULKING CLOSET CLEAR CERAMIC MOSAIC 111E CONCRETE MASONRY UNR COUNTER 00004 T COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CARPET COATING SYSTEM OR CUP SINK CASEMENT CERAMIC TILE CENTER COUNTER SINK CUBIC YARD 0001311 DEPART /APB DETAIL DRINKING FOUNTAIN (8/0 COOLER) 001000ZED WATER DIAMETER 0000401 DIMENSION DISPENSER DAIAPPROOFING WAN DAMPER DOOR DIUIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION 00110 EXTERIOR 1100101E0 FINISH SYSTEM ELEVATON ELECTRIC ELEVATOR ELECTRIC LUCK ENTRY MAT EMERGENCY ENCLOSURE 011 ENCLOSE/ ELECTRICAL PANEL LLECTNIG WATER COOLER EPDXY EQUAL EQUIPMENT EMERGENCY SHOWER/ LYE WASH ESTIMATE EXHAUST EXPANSION EXISTING EMERGENCY EYE WASH EXTERIOR RARE ALARM MT BAIT FIBER BOARD FURNISHED BY OILERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR ORNN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIBERGLASS TIRE HOSE CABINET FIN!SH ABBREVIATIONS R FLOOR FIG FLASHING FLUOR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE F0F FACE OF FINISH FDIC .08*15H BY OWNER INSTALL BY CONTRACTOR F010 FURNISH BY OWNER INSTALL BY OWNER FOS FACE OF STUD FP FIREPLACE FPW FREEZE PROOF WALL HYDRANT FPRF FIRE PR00HNG FRP FIBERGLASS REINFORCED PLASTICS IS FULL SIZE FT FEET FTC FOOTING F110 FURNISHED BY TENANT INSTALLED BY CONTRACTOR 01)0 FURNISHED BY TENANT INSTALLED BY OWNER FURR FURRING FU1 MORE FUTURE- FUTURE ROUGH IN ONLY RIO EX FIXED CAW CB GFRC GL GLOM DEN. COMB. CND GR GWB GYP CA CAGE GALVANIZED CRAB BAR GLASS FIBER REINFORCED CEMENT GLASS OR GLAZING GLU -181 BEAN GENERAL CONTACTOR HB 0108 HC HD H0R HOWD HDWE HM HOR12 HR 40 HTC HVAC HWH IiM NCL NTUL NT NV JAN JS/ JT KR KO MITT M15C MLD MO RAF LARCWIT MID MULL FS NIC KOLA NRC NTS OA OHS DC OD OFF OH OPH OP.NG OPP 1000 PCP PLRP FEB FHB PEN PL P LAM PTAS PLYWD PAIL P OT POL PR GENERAL NOTES GROUND GRADE GYPSUM WALL BOARD GYPSUM HOSE BIB HMI/BOARD HOLLOW CORE OR HANDICAP HAND DYER HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTILATION/ R CONDITIONING M HOT WATER HEATER ASIDE DIAMETER/ DIMENSION N5UTAT0D GLAZING NSUTATED HOLLOW METAL NCH NCLUDE N000AT10N 0008)01 AVERT JANITOR JOIST JOINT KRCHEN KNOCK OUT KNEE SPACE LAB LABORATORY LAM LAMINATE LAV LAVATORY LB LAG BOLT lF UNE, FOOT LG LENGTH LH LEFT HAND (R LOCKER LL LIVE LOAD LAS LIQUID MARKING SURFACE LT LIGHT' LAC LIGHT WEIGHT CONCRETE MACH MACHINE MAS MASONRY MAR MATERIAL MAX MAXIMUM MD MACHINE BOLT MC MEDICINE CABINET 400 MEDIUM DENSNY OVERLAY MECH MOCII8NICAL MEAD MEMBRANE MET OR MR METAL 0410 MEZZANINE MFR MANUFACTURER MN MANHOLE MIRROR MISCELLA11E005 MOLDING MASONRY OPENING M0ISIURE RESISTANT MOISTURE RESISTANT GYP 00 MOUNTED MULLION NORM NON-FROST SUSCEPTIBLE NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE OVERALL OBSCURE 04 CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE WAND OPENING OPPOSITE PARTICLE BOARD PORTLAND CEMENT POSTER PERPENDICULAR PREFABRICATED PREFINISIIED HARDBOARD PREFlIIISHED P0A1E OR PROPERTY LINE PLASTIC LAMINATE PLASTER PLYW000 PANEL PANT POLISH PAIR PROST PS PST' PSI PT PTO 110/R PIN PTR PVC PVIAT 01 R1D 8B R RD RD /0 RE BAR REF REFR REINF REEDIT REV RC R RN RESIT RM RO RS R RUB RVS RW RWL SC SOD SCHD SO SECT SF Siff SHAG 515 514 SK 5110 5410 SNAP 5HT SP SPEC SQ SS SST 550 ST 5TA SIC STD SIL STOR 51RL SUER S SYM SKID SAC TO TER T &0 TAG 1C 0010 1HH TIC RABID TO TOG TOP TOS TOSL TOW TP TPP0 TRH T N N 1WC 101 UL UNF UoN UR VAR 001 VG VR VIM VVERT ST N VNR VWC W/ 10 /0 N C D WF Wu YIP TYPE WR 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND 0000100010. 2, DIMENSIONS RE TO FACE OF STUD, CONCRETE, OR WORRY UNLESS OTHERWISE NOTED (808). 3. D0 NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ARCHOFLT OF ANY AND ALL DISCREPANCIES PRIOR 10 PROCEEDING WIM THE WORK. 0. WHEN CONSTRUCTION DETAILS RE NOT SHOWN OR NOTED FOR ANY PART OF 001E WORK. DETAILS SHALL BE THE SAME AS FOR OTHER SWIM WORK. IF QUESTIONS CAN NOT BE RESOLVE, IN THIS 1.40INER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 6. MECHANICAL AND 00000LCAL IS BIDDER DESIGN. PORTIONS OF THIS WORK SHOWN ON DRAWINGS 15 FOR DESIGN INTENT OR FOR COORDINATION ONLY. PRECAST PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTABLE PARTRION PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT QUARRY 11LE RISER RETURN AIR RADIUS RESILIENT RASE ROD At SHELF ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BR REFENCE REFRIGERATOR REINFORCED REQUIRED REVISION REGISTER RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING ROUGH SAWN RESILIENT TILE RUBBER REVERSE RAIN WATER RAIN WATER LEADER SOUTH SOU/ CORE SEAT COVER OISPENSEM SCHEDULE SOAP DISPENSER OR STORM DRAIN SECTION SQUARE FEET SHEET SHFAMING SOW! INSULATED GLAZING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY 8R01N RECEPTACLE SEALANT STANDPIPE SPECIFICATION SQUARE SOLID SURFACING STAINLESS STEEL SERVICE SANK STONE /STONE TILE STATION SOUND TRANSMISSION CUSS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL SWOHCHBORD SPECIAL WALL COVERING TREAD TOWEL OR TERRAZZO TOP N BOTTOM TONGUE h GROOVE TEMPERED CLASS THICK THRESHOLD TEMPERED INSULATED GLAZING TACK BOARD TOP OF TOP OF CONCRETE TOP 01 PAVEMENT TOP 00 STEEL TOP Or SLR TOP OF WALL TOWEL PIN 10001 PAPER DISPENSER TOILET PAPER HOLDER TOILET TUBULAR 0000AR STEEL TELEVISION TE0f00LE WALL COVERING TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINPI 082105 1800 COMPOSITION 111E VEROCAL GRAIN VAPOR FARRIER VENTILATOR 0R0CA1 VESTIBULE VINYL VENEER VINYL WALL COVERING WEST WI TH 1101 WATER CLOSET 000 WIDE FLANGE WI RE GLASS NE MESH WATER PROOF WORKING PANT WASTE RECEPTACLE OR WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC *0000 wi AWE XFMR TRANSFORMER YD YARD + --( ] ) COLUMN LINE /GRID LINE OWNER: TENANT: ARCHITECT: 11 HO SCALE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE Q44i L FUSION CLOUD ROUND REVISION MATCH LINE SHADED PORTION 15 THE SIDE CONSIDERED WORK P01NT, 00NTR0L POINT ▪ OR DATUM P01M E001PMFN1 NUMBER SYMBOLS BUILDING SECTION (I0ENDFY ON PLAN) SECTION IDENOFICATION SHEET WHERE SECTION 15 DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN PROJECT DIRECTORY SECURITY CAPITAL INDUSTRIAL TRUST 47775 FREMONT BLVD. FREMONT, CA 94538 MANNESMANN TALLY 1083 ANDOVER EAST BUSINESS CENTER TUKWIIA, WA CNA ARCHITECTURE GROUP 3500 CARILLON POINT KIRKLAND, WA 98033 BLDG a BAY 1 BAY 2 - BAY )3j 2 SITE PLAN RAIL SPUR ANDOVER PARK EAST SKETCH OF EXISTING SITE PLAN 4_ I NTERI OR ELEVATIONS) ELEVA IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ME ROOM NAME 102 ROOM N0. Ati "-66.5 - -- PROPERTY LINE - NEW OR FINISHED 001110URS _ 71 -' EXISTING CONTOURS GO ha ROOM FINISH GRADE EXISTING GRADE TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'4 DENOTES CHANGE IN T 4 ELEVATION �11119dfllll� ;'Illlji!�IIITI Contact: KURT FULLER Phone: (510) 661 -4026 Fax: (510) 661 -4033 Contact: Phone: Fax: Contact: KATHRYN CRAFT Phone: (206) 822 -6700 Fax: (206) 828 -9116 Code Editon 1994 UBC Amended by L4141 Jurisdiction Construction: New Addition Alteration X Repair BUILDING C0ASSIFICAPON Occupancy C11ss1840066 (Proposed) 1. Occupation Croaks) (Table 3 -0) B Occupancy 470 SF F -1 Occupancy 2164 SF SS =1 Occupancy 7,560 SF Occupancy 5F Total 10200 5F Basic Wind Speed 80 44001 Seismic Zone 3 Snow mad Egress 1. Occupant load (Table 10 -A) B 0,86 1,439 8.0./ 15 0410 04 F -1 Occupancy 0 9.1.1 0 Existing 5 -1 Occupancy 8 761 9.f./ 18 0119003 Total Occupants 33 Existing C. Plumbing Fixtures Table A -29 I. Occupant mad B Occopancy F - Occupancy S1 Occupancy 470 9,1„/ 3 2166 s .f. 2 7566 81./ 2 Total Fixture occupancy 7 Type of Construction 1. Automatic Sprinklers Provided 2. Type of Constroction TYPE 8 -8 Location of Property (503) N/A Existing F. Allowable Floor Area N/A Existing G. Height and Number of Stories (Table 0 -0 5 506) N/A Exis0ng I. Jul-5111050n CRY OF 1UKWIIA 2. Present site use zone C -M INOUSMWL PARK Permitted Use ELECTRONIC REPAIR 5. Setbacks N/A Exis8ng 6. Easements. B Vacations, nq restrictive convenants as app N/A Exia 7. 0106,18 Requirements: N/A Unchanged VICINITY MAP CODE INFORMATION X Yes A Na 2 Mixed Occupancy (302, and Table 3 -B) N HR From 9 Occupancy to 0-1 Occupancy N HR From B __ 0481pancy to N -1 Occupancy N HR From F_t Occupancy to 5 1 Occupancy HR From Occupancy to ___ Occupancy 470 s.t,/ 5 Proposed 2164 80/ 11 Proposed 7,588 s.f./ 16 Proposed 32 Proposed ZONING INFORMATION PROJECT ADDRESS: 1063 ANDOVER PARK FAST, BUILDING ONE TA P8880, NUMBER: 282304- 9106 -3 VICINITY MAP Fixtures required: Male Female Total Date - Conditional use WL' Lav 1 1 I 1 2_ 2 3. Projected site use requires z M' oning A. Action required: Nothing X Variance Conditional use permit Rezone Nothing 8 4. Special Regulations Applicable N/A Existing TAX PARCEL NUMBER ON A RPOAT i SEATTLE TACOMA a` 0N7L $•E 167 404 6q6 -ba4'f T1.) INDEX OF DRAWINGS COVER SHEET GENERAL INFORMATION MCHI_ TFMU A1.1 DEMOLNION PLAN 02.1 FLOOR PLAN 03.1 DOOR/ROOM FINISH SCHEDULE 04.1 WALL SECTIONS & DETAILS A6.1 REFLECTED CEILING PLAN A10.1 SPECIFICATIONS A10.2 SPECIFICATIONS CNA Architecture Group 3500 Carillon Point Kirkland, Washington 98033 206- 822 -6700 206- 828 -9716 Fax Drawn Sy: RJS 912/96 Na Date P0805ion5 FOR PERMIT Item 3975 REGISTERED! ARCHITECT 4 ZAtI, Project Number: 727.00 SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Fremont,Catifornia 94538 Telephone (510) 656 -19O RE EIV6DKDILA Facsimile (510) 661- 403iuo 1 3 199E PERMIT CEMER An Affiliate of Security Capital Croup Incorporated GENERAL Title INFORMATION DATE: 0/12/96 SHEET: T 1 . l 91 DEMOLITION PLAN 1/8 ° =1' -0" 82'-0' 52' -0' 91 bbb q4 NOT IN GONTRAGT 52'-0' 4 a 4 0 4 R KEY NOTES: i<> REMOVE 10' -0"11 x 10' -0"H SECTION OF WALL i<> REMOVE EXISTING 3' -0"W x b'-9 "H MAN DOOR d FRAME 3O REMOVE EXISTING SINK 6 VANITY (WATER 6 DRAINAGE LINES TO BE REUSED) PATCH HALLS AS RED ® REMOVE EXISTING DOOR(5) 8 INDICATED SECTIONS OF WALL TO EXISTING HEAD HEIGHT O5 DISCONNECT S REMOVE EXISTING BASEBOARD HEATER, PATCH WALL AS REOD O REMOVE DISCONNECTED HOSE • REMOVE EXISTING UNCONNECTED COPPER WIRE OB REMOVE ALL EXISTING CARPET 4 BASE, T1P CNA Architecture Group 3500 Carillon Pant Kir4and, Washington 98033 206 -822 -6700 206-828 -9116 Fax Drawn By: RJS 8/12/96 FOR PERMIT No. Date Item Revision s Project Number: 727.00 t-..75 RE615lERED ' l ARp�ITECf I !TAU OF woman. s //2./9m SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Frermont,Californi.a 94538 Telephone (510) 656 - 1900 RECEIVED F'acsincile (510) 661- 4033 f AUG 1 3 199E PERM T COMA An Affiliate of Security Capital Croup Incorporated Title DEMOLITION PLAN DATE: 8/32/06 SHEET: .A1.1 FLOOR PLAN 1 /H• =r -0' ELECTRICAL LEGEND: CURRENT CUTISr CURRENT CUTLET NEW 230V 60HZ DUPLEX OUTLET (MOUNT AT +44') 4431115V 6014Z FOURPLEX OULET (MOUNT AT +44') 4431115V 600)0 FOURPLEX DROP CEILING OUTLET 15 o a�W NOT IN GONTRAGT 4 KEY NOTES: 01 PONY WALL ABOVE EXISTING MALL, BRACED TO ROOF STRUCTURE, rv/ INSUL 6 GWB, LOCATION INDICATED w /SHADING 02 NEI1 DBL. COMPARTMENT L WRY TUB O INSULATION 4 61 (FIRETAPED) FROM FF TO ROOF DECK • INFILL EXISTING 19' -0 "W x 10' -0 "14 OPENING, MATCH EXIST CON5T O5 INFILL EXISTING 3' -011 x 0'-9'H OPENING', MATCH EXIST CONST 0 NEW FRAMED OPENING ry /6443, PATCH 4 REPAIR AS RE MATCH EXIST HEAD HEIGHT 0)040 07 EXIST 4' -0" x 5 -0' SKYLITE ABOVE, VP 0 EXIST ROOF HATCH ABOVE .0 NEW WALL TO STRllCTURE, INSUL 6 6118 00TH SIDES • NEW MALL TO UNDERSIDE OF EXIST CEILING GRID, AL168 FINISH FACE OF NEW w1F15155 FACE OF EXIST 11 EXIST BASEBOARD HEATER • EXIST ELECTRIC PANELS • EXIST TELEPHONE BOARD/PANEL • EXIST SECURITY PANEL • EXIST 8' -0'W x 1 0' -0"H 5ECTIONAL DOOR, TYP OF (b) 1fi EXIST BOLLARD, TYP • EXIST LIGHT BOLLARD • EXIST SPRINKLER RISER • EXIST SPRINKLER LINES ABOVE • EXIST CABLE BUNDLE • EXIST COMPUtER PLUGS • EXIST FIRE HOSE RACK • EXIST WOODEN ACCESS LADDER • EXIST SINK 6 BASE CABINETS TO REMAIN • PIN R -21 BATT INSULATION v.NAPOR BARRIER TO CONCRETE WALL ABOVE FINISHED WALLS 4 CEILING • TENANT WORK BENCHES (NOT IN CONTRACT) CNA Architecture Group 3500 Carillon Point Kirkland, Washington 98033 206-822 -6700 206 -828 -9116 Fax Drawn By: RJS 8/12/98 FOR PERMIT No. Date Item Revisions � 75 I REGISTERED ARCHITECT Project Number; 727.00 YMR L MERMAN I f ATE Of%Wins 1"'I e/ 4 SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Fremont, California 94538 Telephone (510) 656 -1900 RECEIVED Facsimile (510) 661 -4033 crryoF TUKWILA AUG 1 3 199E PERMIT CENTER An Affiliate of Security Capital Croup Incorporated Title FLOOR PLAN DATE: 8/12/96 SHEET: ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 101 OFFICE OPT - RB - PNT - PNT - PNT 61.48 PNT ACP q' -0" • EXIST 102 OFFICE CPT - RB. - PNT - PNT - PNT - PNT ACP 9' -0 "' * EXIST 103 TECH GONG SLR RB T 6143 4 PNT 599 PNT - PNT - PNT ACP q' -0"' • EXIST 104 TECH CONIC SLR RB - PNT - PNT - PNT - PNT ACP 9' -0" " EXIST 105 TECH GONG SLR 913 - PNT - PNT - PNT - PNT ACP - 9' -0"' • EXIST 106 MENS RESTROOM EXIST - 913 - PNT - PNT - PNT PNT GM S'-O "• * EXIST 101 WOMENS RESTROOM EXIST - RB - PNT - PNT - PNT - PNT GOB 8' -0"' • EXIST 108 TECH GONG 5LR RB - PNT - PNT - PNT GM PNT ACP 9' -0" NEW CEILING 109 MENS 935190OM EXIST - RB GWB PNT GWB PNT GM PNT 6NIB PNT 6413 8' -0 " ' EXIST 110 TECH WAREHOUSE GONG - - GM - OM GONG - GONG - ' - ' OFEN TO STRUCTURE III WAREHOUSE GONG - - GOB - GONG - 6W8 - GONG - ' - ' OPEN TO STRUCTURE 112 ELECT GONG - - 6113 - 698 - CONIC - GONG - EXIST ± 9' -0" DOOR /RECITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS NO. TYPE W x H THK MATL ' GL LABEL HDW FIN TYPE MAIL FIN HD JAMB SILL IOIA F '3-0" x ±6-5" 1 5/4" ND - - - - STN 1 WD SIN - - * RELOCATE ONE OF REMOVED DOORS / FRAMES 1018 - 6-0" x 4' -0" - - - , - - ^ 'STN 3 'WD *SIN - - ' RELITE TO MATCH EXISTING DOOR FRAMES 110 FF (PR) 3' -0" x T-0" 1 3/4" WD - - - STN 2 MTL PNT - - - - 1 KMC - 8/11/96 - 727A31 WALL TYPES 51RVG1 ODBWOE OF DFCK 9/4• Ca1L1AT, STD OR PYRE • 6 08. MAX YELL HALL 15 LON*H5 THAT 5-0 17 WALL 58ER95G11015 JAPBDED GBLIN6 RAM%MO eF ±08585 FOR ATTACAPERT 61'8 OVER 0-1/2' z 25 6A WI- STUDS O84•• BASE AID YA.I. MOO A6 %C/ .L® MOH FLOOR 185499185 .5 0 M15109 COIR. TOP nor,16 ATTACH TO 51010.19E 00132510E OF DECK 576• eve ME TAPED MI' • WAREHa/3E 510E 6Y13 OVER 611166A MIL STUDS . 34 =FENDED muss twee OCCYRS // -- EASE HD YOLL MESH AS SCHOOLED 0 T O KAR518Pc.' MALL 85996119 6• MIL 5105 TO5T1IZT.RE 15-41 SOI T 1145%- MD VAPOR LAMED 5 HARM S,RFAGE TO51R01Lre DOOR TYPES bcg9.0 i-tq FRAME TYPES 1 3 ROOM FINISH NOTES: I. ALL G96 WALLS WITHIN OFFICE AND TOILET ROOMS SHALL RECEIVE A STIPPLE WALL FINISH TO MATCH EXISTING. 2. OFFICE AREAS SHALL HAVE 4" 14161-1 TOPSET RIBBER BASE, IION. 3. EXISTING SUSPENDED CEILING SHALL RECEIVE ALL NEW ACOUSTICAL CEILING PANELS. GLEAN 3500 Carillon Pant EXISTING T-OAR 6910, EXISTING INSULATION Kirkland, Washington 98033 TO REMAIN. 206 -822 -6700 206 - 828 -9116 Fax 4. PATCH 9 REPAIR EXISTING WAINSCOT IN RR AS REO0. PAINT w/ EPDXY PAINT. 5. ALL EXTERIOR WINDOWS IN OFFICE 102 SHALL RECEIVE MINIBLINDS TO MATCH EXISTING. 6. NOT USED 1. NOT USED 8. NOT USED '1. 5113 EXPOSED TO WAREHOUSE SHALL BE FIRETAPED ONLY, NAILS 5901 1tV 9 NQ PNT. DOOR SCHEDULE NOTES: I. DOOR TYPE INDICATIONS AS NOTATED BY THE STEEL DOOR INSTITUTE WHERE APPLICABLE 2. NOTATION OF DOORS F DENOTES SINGLE DOOR 3. SEE SPECIFICATIONS FOR GLAZING TYPES 4. ALL EXIT DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE PER UBG SECTION 3304(0.). 5. ALL NEW DOORS a/ A LATCH SET OR LOCK SET SHALL HAVE LEVER TYPE OPERATING HARDWARE. b. ALL DOORS w/ CLOSERS SHOULD CLOSE IN A MIN 3 SECONDS FROM AN OPEN POSITION. T. FOR HARDWARE ITEMS A5 NOTED SEE SPECIFICATION SECTION 83 C11V Of 1UKW1 D AP PROVE A0 2 6 1996 BUILDING DIVISID/ CNA Architecture Group Drown By: RJS No. Date Revisions 2. 8/12,96 8// Project Number: 727.00 FOR PBiHIT Item REGISTERED ARCHITECT A M NE L SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Fremont, California 94538 Telephone (510) 656 -1900 Facsimile (510) 661 -4033 RECEIVED CITY OF TUKW1LA AUG 1 3 1996 - ERMIT CEHTEA An Affiliate of Security Capital Croup Incorporated ROOM FINISH SCHEDULE Title DOOR SCHEDULE 1 DATE: 8/12/96 SHEET: A3. . 1. EXISTING TECH AREA ilia WOW= F O tNtin II NEW TECH ROOM 0 0 i I�"hl I {IT I O ROOF CURB DETAIL KEY NOTES EL 0L-0'FIN ELR I II -- - TI I� n u t o 11 nI 11 r nl T IT u l , 1 V • mIr d=1,,, . mait. oc= 41.41.4 n ,11411 a/SPENDED ACOUSTIC CEILING AS SCHEDULED PONY WALL O TECH /WAREHOUSE WALL SECT @ TECH CONC WALL EXISTING CONCRETE WALL PANEL EXISTING WOOD 6LU -LAM BEAM EXISTING 15000 ROOF DECK 0 BUILT -UP ROOF EXISTING R -II BATT INSULATION EXISTING MTL STUD FRAMING W 6443 BOTH SIDES 1 INSUL EX151156 ELEC PANEL EXISTINS CONCRETE SLAB EXI511N6 SUSPENDED CEILING R -19 BATT INSUL (Amer) OVER EXIST R -II INSTIL) R -13 BATT INSUL. VAPOR BARRIER, FSK -25 WHERE EXPOSED 6 a WARM WALLS 5/8° 61"18 ON 3 1/2" MIL STUD FURRING tl 24' O.C. FRAME 6 INSUL15ITHIN I' -0" OF ELEC PANEL 5/8' MB, FIRETAPED ONLY ON WAREHOUSE SIDE ON b" M11 STUDS a 24' 0.0. 111 COMPENSA11N6 CHANNEL 5/8° 6158, FINISH AS SCHEDULED 6 SPECIFIED. 3 -1/2° MTL STUDS a 24" O.G. BRACED To EXI611N6 MTL STUD WALL BELOW 1 ROOF DESKABOVE (W WAG LS1T 1 CiRB 4X LEVELING CURB (E) PLYWD ROOF SNEATHIN6 4x8 FRAMING, SEE PLAN NE= ONE STRAP EA CORNER 4 PER UNIT 06541792 PASSAGE 510E HEAD O RELITE HEAD /SILL 5 SCALE: 3 "= 1' -.0" ROOM 510E �� nlnn I unn 1/8' POP RIVET a ALL MEMELTS ONE WALL WALL ANGLE MAIN RL4INER OR CR055 TEE 11 12 6A SPLAY WIRE BRACIN6. IN PLANE OF EACH RUNNER VERTICAL ANGLE - 45° (12 00. IN B0714 DIRECTIONS. 144 SOFT. MAX) START WITHIN 6' OF WALL VERTICAL SEISMIC STRUT AT 12' 00. SUSPENDED CEILING 7 NO SCALE 2465 6ALV. HOOD WEATHER-PROOF LAP; SOLDER TO CONDUIT PASSAGE 510E *12 6A VERTICAL W HORIZONTAL STRUT TYPICAL CONTINUOUS ROOM 510E ALIGN YH ADJACENT DOORFRAME GLASS, SEE DOOR SLNEDULE TINE1Y STL FRAME W/ METAL STOP BASE, SEE FINISH 5GHED. FIN FL, SE FINISH 5LHED. TIMELY FR. FRAME NU METAL STOP GLASS, SEE DOOR SCHEDULE O RELITE JAMB O STANDARD DOOR JAMB 6 SCALE: 3"=1'-0" 72759106 2 SCALE: 3 " =1' -0' 11111111111111111111111111111111111111111111111 1 11 PROVIDE 1/2' SPACE OP8051N5 ACOUSTICAL BOARD a12 HAMER WIRE E 4' -0' 00. IN 60111 DIRECTIONS ALL HANSERS AND SPLAY WIRES TO HAVE A MIN. p OF 31UR15 IN I" OF RUN B 45° TYPICAL 1 L. MAIN Ram / / /-'" 45° TYPICAL CR055 TEE EXIST OR MEN ROOF MR. DR WOOD DESK 727A9105 O STANDARD DOOR HEAD SCALE: 3' =1' -0' 72759101 727A9107 INSULATE IF REFRIGERANT LINE MST STOP E 85AT1-6R- PROOF LAP (INSULATE UND82 CAP IF REQUIRED) EXTERIOR SRAM SEALANT 11/4' COMPRESSION DRAY BOND 4' MIN LEAD FL6 5L S/E 11/ SOLDERED LAP SEAM 51RIP IN Pi/ 2 5TASSESS7 PILES OF GBRT16LA55 OR PERMA PLY R 4 FLAN5E 0 SERVICE LINE PENETRA11ON 014501T ¢ DOOR AND TR1 ¢ DOOR AND TRIM I1 ¢ DOOR AND 1R1 SCALE: 3 =1' -0" SEE ISALL TYPE STILL RUNNER CAULK CONTINUOUS EACH SIDE TIMELY 511. FRAME DOOR E AL OR DOOR A5 SCHEDULED SEE WALT. TYPE 20 GA. STEEL 51110 CAULK CONTINUOUS EACH SIDE JAMB ANCHOR CLIP TIMELY 5TL FRAME S SILENCERS OR DOOR AS SCHEDULED CARPET DOOR TRANSITION STRIP 1/4" TILE (OT) CONC/SLR DOOR TRANSITION 511RIP RESIL FLOOR MATL DOOR FLOOR FINISH MAIL SAME ON BOTH 510E5 1 /4" OF OPENING RESIL FLOOR MAIL DOOR TRANSITION STRIP CPT REDUCER STRIP /4" CARPET CONC/51-12 DOOR CARPET SILL /FLOOR TRANSI11ON 727A9102 A pUG 2 6 5996 BUILDING DIVISION 727A9164 CNA Architecture Group 3500 Carillon Point KirIAard, Washington 98033 206 - 822 -6700 206 -828 -9116 Fax Drawn By: KMC No. Dale Item Revisions "' REOISTEREO ARCN ETECT ( mrs-- MARK LMOERILVI ATE OE 9 /t2/94, Project Number: 727 SECURITY CAPITAL INDUSTRIAL TRUST 'ERN TCENTER 47775 Fremont Boulevard Fremont, California 94538 Telephone (510) 656 -1900 RECEIVED Facsimile (510) 661-40r AN 1 3 1996 An Affiliate of Security Capital Croup Incorporated WALL SECTIONS/ Title INTERIOR DETAILS DATE: 8 /12/98 SHEET: A4.1 EXI5T CEILING l- 12' -0" 52-0' 52' -0' REFLECTED CEILING PLAN 13 NOT IN CONTRACT 52-0' 9 0 9 0 KEY NOTES , 0 EXISTING Wb' ACOUSTICAL GL6 - REPLACE PANELS , CLEAN T -BAR GRID O2 EXISTING r8' -0" es CEILING <> NEW 4-0' ACOUSTICAL CEILING (MATCH EXISTING CEILING HEIGHT) O4 OPEN TO STRUCTURE .0 EXISTING WALLS TO STRUCTURE © EXISTING SPRINKLER LINES, AT UPPER ROOF 7O NEW 2 x 4' LIGHT FIXTURE, NP OF (12) 8O EXISTING SKYLITE, TYP <> NEW PONY WALL BRACED TO ROOF STRUCTURE (SOLID BLACK INFILL) • NEW FULL HEIGHT MALL TO STRUCTURE (SOLID BLACK INFILL) '11VOFT APPR AU6 2 6 199 BURDING DIVISION CNA Architecture Group 3500 Carillon Point IGrI and, Washington 98033 206 - 822 -6700 206-828 -9116 Fax Drawn By: RJS 8/12/9b FOR PERMIT No. Date Item Revisions N 3975 REGISTERED i ARCHITECT RA/ /447(.4.11,0*--- RAU 01. a�RZ/9m Protect Number: 727.00 SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Fremont,California 94538 Telephone (510) 656 -1900 RECEIVED Facsimile (510) 661- 4039r' AUG 1 3 1996 An Affiliate of 'ERMIT CENTER Security Capital Group Incorporated Title REFLECTED CEILING PLAN DATE: 8/12/96 SHEET: A..6.1 Il1AP - /A /OS - 7,74101 SPECIFICATIONS DIVI5101 16@✓BtA6 RHd11RB•B35 1.1 CODES: ALL 05TR15110N SHALL COMPLY MTH LOCAL, STATE MID FEDERAL GODES AND REGILA110115, WAXING ALL ADA STANDARDS. 12 ALL CONTRACTORS MAST VERIFY EXI5TIN6 J56 CONDITIONS PRIOR TO BD. 13 AS -TILT DRAINE&. FOUR(4) M/ 7S OF 'A5-011Lr DRA1865 PILL BE RB9R53 FOR ALL P19•BI11G, a.EO1RJCAL, WAG AND FIRE PROTTtn3N YiO4( HE VALE OF TIE A&H5ULT DRAIN55 SHALL BE 10% OF 153 VABE OF HE fe..14EE3TJVE PERK TIE CONTRACTOR MALL 855534150., OR MOMENT, APPROVED DRAIIINSS AND A CONTRACTOR MATERIAL AND TEST C531FICATE LOTH A MAIN ORMN AND 0613 6612 TEST WINCH THE CONTRACTOR SHALL. 5310 TO 150. 82 1.4 D8 AND RB40V40 OF SELECTED 10RT10N5 OF EXISTING BUILDING IMPROVE0E3115 INDICATED ON D 5164455 AND 56 REQUIRED TO ACCOMMODATE NEW 00451RUCTI016 CAREFUL REMOVAL, 13.1PORARY STORAGE AND PROTECTION OF DESIGNATED 0015TING MATERIALS TO BE RB5E2 IN MI5 PROJECT . 8.4 11 ANY MATERIALS SUSPECTED OF CONTAINING ASBESTOS ARE B6ENTERED, DO NOT DISTURB THE MATERIALS. IMMEDIATELY 19711FY THE ARCHITECT AND THE 0454045 REPRESENTATIVE 85 15 FINAL CLEANING OF COMPLETE TENANT SPACE INCLUDING OFFICE, 800530014, TECH MD 55 AND WAREHOU5E AREAS. CLEAN MIRRORS AND GLASS IN DOORS AND AMONG. CLEAN FXI5TIN S 501ET450D CEILING EXPOSED1" GRID SYSTEM PRIOR TO RR01LL..ACINS ANY 51 TILES. IF 146051RE0 REPAINT ALL EXPOSED SWAGES, OF 1' GRID SYSTEM, UPON REVIEW, COORDINATED WITH ARCHITECT AND OWNERS REPRESENTATIVE DIVISION 00N6RElE 510 NOT USED ANY REMOVAL AND RBP.ACB•84T OF TIE CONCRETE 5AB SHALL MST 11E 8606028//5 OF TIE EXI5TR5 SLAB. M.. HE 180 CONCRETE PATCH TO THE EXISTING SLAB MTh I/2' 5170 D0/ES EX130145 A MINM,M OF B' INTO S L A B A T 16' a. USE 4/X70 (6 26 DAYS) CONCRETE FOR HE POUR BACK DM50N 4 METALS DIVISION 6 WOOD MD PLA511G5 6.1 NOT USED 62 NOT USED 63 NOT USED 6.4 NOT USED 65 ROUGH CARPENTRY: PROVIDE MATERIALS, IN SIRES INDICATED, FOR 614131-1 CURRENT MODEL CODE ORGANIZATI065 EVALUATION OR RESEARCH REPORTS EXIST THAT SHOW COMPLIANCE WITH SPECIFIC 0E/IRB4ENT5 FOR APPLICATION AND BUILDING LODE IN EFFECT FOR 7515 PROJECT. DIVISION THERMAL AND M05TU5E PR0TE0110N 11 ROOF INSULATION: HE INSAATIOH ABOVE N8"LY 4EA1ED/C0N01TI0N67 AREA SHALL. BE R-21 15K -25 FOIL -FACED 4404636 BA115 56 M551FAC1R53 BY 0VE15- 0015NN5 OR 704)50 72 NOT U5SD 13 THERMAL WALL INBAATION BLESS INDICATED OTERWSE ON TIE DRA 11165 TO BE 3 12', R -13 UPAC® 4400435155 BATT IN5UATI0N FREI ROOT TO ROOF IN 1131A NT DB415165 MJ5, AT EXI5ZOR WALLS AND BETYE34 30NDI710`5 AND LMG0NUI1'OtE2 0ACE3. INSTAL VAPOR BARRIER AT WARM BALLS TO STRUCTURE. EXPOSED V APOR BAR3U54 IN FINI5HED SPACES TO BE WHITE 1.4 NOT USED 15 ALL ENVOI FIBERGLASS BAIT IN5L61CN SHAD- HAVE AN F5K -25 FACING. 15 ROOFING: PCT MOP IN HE N34 ROOF PBETRAH0 516411HAT HE 37)5TI6 ROOF WARRANTY 15 MAINTAINED. THE PATCH SEAL ALSO MEET AL OF THE RHWIIRB•ENT5 STATE) IN HE BUILDING 54815P001R5A11016. gW04044 8 0403 5 AND MOM 83 INI5410R DOOR HARDWARE WAGE AL 105 5A1104 NM BRUM GROW 626 FINISH LICK MOAN INSTAL YEATF5l51RIPP1116 AND DOOR CLOSERS AT won 5314'E34 33023344875112 05 8.9 1.1 PENETRATIONS AT ONE-HOUR MILS SHALL BE FIRE-SAW 510 /0RFIRE- CAULK® TO MNTAN 914 THE RATING OF THE WALL. ALL PENETRATIONS IN NON -RATED WALL TO BE PATCHED OR CAULKED TO MATCH 0112OUN0115 06RFACE5. 11071OR DOOR 16600: 5-0 x 1 -0' x 13/4', SOLID CORE, BIRCH, 518G'IN WWM5 5141116300 064435151614029614153,4415141536 STAN 1168.Y' PRE=INSE) BACK 5T55. FRAMF5, AND 1 -U2 PARS OF BRIT REFS PER DOOR UM NOT Ira? NOT HD NOT USED 919 CONCRETE FLOOR SEALER EWSOSED C0YRETE RIM SHALL RECEIVE 0*6 COAT OF ACRYLIC SEAIBR IN TECH 41R01KS5 OILY. DOOR 5E06E: MICE ALL 51GNASE PER CODE (LE ADA EXIT, ETC). 920 FURNISH AND *TALL TRANSITION STRIPS AT ALL come IN FLOORIG MATERIAL, BLACK IN NOT Ir o CEDR ON INTERIM PI43344 FRMev6LA55 WERE TREY OCCUR 11NELY FRAMES TO MATCH THE INTERIOR DOOR FRA145 NTH I/4' CLEAR ENURED 60555 OR UPON REAM 011TH ARCHITECT AND OWNPR5 RR:PRESENTATIVE NEW FRAMES TO MATCH ADJACENT FRAMES. NOT USED 8.11 NOT USED DIVISION 9 RN516'i 9.1 NOT I1. 07 92 93 94 95 96 9.7 915 9.9 1.10 9111 44)2 FULL HEIGHT DRYWALL PAR113316 AT TENANT DEMISING WALLS: FETAL 5705 LOTH 053 LAYER OF 5/8' T30-x&515064 ROOK TO HE ROOF DECK RRETAPB) B0114 5055. TIE 57,4 SIZE AND SPACING SNAL BE PER TIE 5154 MAWFA3LRFR5 T55115 AND LOCAL CODE 446026.8415. DRYWALL INSTAL/) ABOVE AN AL046113 L au* SHALL BE 50E1APLU AV %RE'S 51401107. OR 84911 E%15ENG OPBIN65 IN DEM515 WALLS TO BE OF SAME C0151WLHON YW.LS 5/4004 4EAIED SPACES AN2 WARBI2055 B' x 18 65116E METAL 51435 AT 247s 44144 5/8' FIRE 10.4 NOT USED CODE 110/'X' 6YV5.M BOARD ON EACH SIDE TO 6' ABOVE THE OFFICE L3116 AND TO ROOF DECK RREIAPB) AND 5GREN5 02115, ON 4558 30E 505 DO NOT BOW WALT. BRA05 OVER DE WAREHOUSE SPACE. EXTENSION OF EXISTING WALLS AS INDICATED ON DRAWINGS, TFE STUD 517E AND SPACING TO MATCH THAT OF THE EXISTING PER THE STUD MANUFACTURERS TABLES AND LOCAL CODES. MICE 31415451. PAR111045: UNDERGO 3-12' x 25 626E METAL STUDS AT 24`a LOTH 5/8' 6YP5AI BOARD ON EACH SIDE INSTALL I' METAL TRIM AT HE TOP OF THE BULL BAR COWMIE IN OFFICE AREAS. 0110T01LET ROOM WAIL 1444 ALL DRYWALL SHALL. RECEIVE A 540011111A1 FRI5H. BARB10E WALL 4411154: ALL DRYWALL SHALL BE FIRE TAPED ONLY. SPOT NAILS M FIRE -TAPE) AREAS. NO PANT. NOT USED NOT 55FD YRECOT: TOILET ROOM MI5 SHALL HAVE 4 AFT. PLASTIC LAMINATE) WAINSCOT SET 6' A F, 1DNL PLASTIC LAMINATE: WL50NART 150E1 -60 GREY OR 510N 140354 WITH ARCHITECT 5 OWNERS REPRESENTATIVE REPAIR EXISTING WAINSCOT. ACOI5110 CELINE. TILE: 24' x 48' x 5/8' IBS OMN NON- DIRKTI04AL 4406*01LE OR UAL, INSTALLED AT t 9' -0' AFT, WN ACOUSTIC C0LIN6 TILE 5.15051ON SYSTEM: 31506 A' 1506' /%005317 T GRID 515734, INTERMEDIATE CITY WITH 1-12' MAIN TEE H2' 380555 TEE, AND 1/84 WALL MOLD AS MANIFACI RE) BY DOW OR MAL TIE GRID COLOR SHALL EE WINE TO MATCH TILE EXACTLY. NOT USED 9.13 CARPET - CUR111E CAMBRIDGE, COLOR TO BE SELECTED FROM MAN,PA011R1325 STANDARD COLORS 5051 CARPET SHALL BE DIRECT 6LE DOW VON 'MF USED DMSON9 4445166 ZOOM) 915 NOT U5ED 916 REBER BASE: 4' HI6H TOPSET RUBBER BASE A5 MAAPACTII BY ROWE, INSTALLED IN ALL AREAS RECFJVIN6 FLOOR GOVERNS 510 IN TEE WORKROOMS EXL9 TIE TOILET ROOKS. COLOR 15. 9.11 NOT USED 9118 140T 115ED 921 CARPER INSETS OR BORDERS SHALL BE MIMED AT TIE CORNERS. 922 'PANT: 165 0) COATS OF 5104146 PIW/05,0R EGON, M A STANDARD LIGHT COLOR INFERIOR LATEX E6651EL PAM. TIE TOILET ROOMS AND TIE COMTE BAR AN7 UACNROOM 5541. RECEIVE ONE (I) COAT OF FVA 543511 0 AND ORE N COAT OF LATEX BA.5B7, 5A11N- 1NF.SH COLOR: BURIN WLLIAMS 44011 SLVBR WALLS REDEFINE WNILOVBRI S 56601 RECEIVE ONE COAT CF 5315/53 NO WARB445E AREAS SHALL BE PANTED UNESGR460%TED BY 4E EMU AS AN 56RADE 923 NOT USED DP/151E110 SPECIALTIES 101 NOT USED 102 NOT USED 103 9AR11511 510 INSTAL Al A DA /46) EXIT 516NA5E AS REWIRED BY CODE 011/I5014 8 F 518496NY{4 121 BLINDS: REPLACE EXISTING DRAPES IN OFFICE 6102, PATCH HOLE5 A5 REQUIRED, AND /15TALL BLINDS TO MATCH EXISTING. DIVISION FIRM 15111 1}E PDR6116 YORK SEAL BE PERFORMED ON A DF5164.B1i/D BASIS. TIE Da0614 -B11LD PIINOIN6 CONTRACTOR 59µ1 BMW AND INSTALL. A COMPLETE AND OPERATIVE 44/60331 5Y5TB4 TO MI£T All. LOCAL AND STATE CODES. 1512 PROVIDE Pu'HINS PLANS FOR EMS REV1B1 15113 S3'B3 SOIL AND WASTE LINES WINN TEE BUILDING MOB THE RNSI67 BOOR ELEVATION 511A11 BE OF THE SANE MA1021AL A5 EXISTING 004 THE 5111DIN5 546.E SLAB. 151.4 513'/3 SOIL 51`0 WASTE LINES WHRN HE BALDING ABOVE TIE FINSED FLOOR MAI ON 5HALL BE ABS PIENS IF PERMITTED BY WOE AND APPROVED BY HE Eta 1515 ALL P0/65115351504461100045E1 TO THE RECAIRB•8415 OF HE GUY AND /CR 60 53465 BODY. 516 FUSING FIXER F5 AN0 TRIM: UTILITY SINK: R.ORESTONE DOUBLE LAUNDRY SINK, 45 1/2'1045, 22 3/8 °WIDE AND 14' DEEP WITH COMMERCIAL SERVICE SINK FAUCETS. EMIT CUT 514EE15 FOR REVIEW PRIOR TO WORK. 15/.1 301 36ATE DRAINS: RRWI5H AN) INSTAL COPPER CONDENSATE DRAINAGE 1)43 LOTH PROPER V841115 FOR ALL MAC EEPPM ENT IF WIRED BY CODE 151.6 NOT USED 1519 NOT USD 15.110 BRACE THE NEW 2' DIAhET52 COPPER MAIN WATBRL11E ALONG ITS ENTIRE LE NSE1 PIN CODE, 70 AVOID UNE MOJ3Et4T. 5111 NOT USED 15112 NOT USED DIVISION 15 FIRE PR01131ON Vicgo-WL1 1521 HE FIRE PROT[0110N WORK SHALL BE PERFCR4ED ON A 0I611-BUILD BASIS. TIE 51:516N- BUI5 TREE PP0TFCION CONTRACTOR 51A1 FURNISH AND INSTALL ALL MODIFICATIONS TO HE EDE S FIRE SPRNKIER 505181 TO ter All APPLICABLE LOCAL AND STATE CODE REQUIREMENTS, INCLUDING ADDING AND RELOCATING OF ANY REM/RED SPRINKLER HEADS DIE TO MI PARTITIONS. BRAN HEADS SHALL BE DROPPED INTO AL. 540.;0@057 CEILING AREAS. 5P6RAD0 OF Eg5TN5 SYSTEM 54A1 WORM LOTH A 31506 IV OOCLPANOY. 1522 ALL FIRE SFRINK/53 PIPING SHALL. BE STANDARD 5GE71LE 40 PIPE VON 1523 NE'I PRE SPPoNKLBt HEADS 5HA1 BE CAREE NTH WINE ESCUTCHEONS, 5841 - 653/15 t0, NOT 3541553 ON HE (ELM TILES. PRIOR TO INSTALLATION OF NSW WADS IN PROXIMITY OF EXISTING HEADS, REVIEW AND COORDINATE WITH ARCHITECT AND 0164ER5 1524 1IE CONTRACTOR SHALL INCLUDE TEE LOST OF ANY HYDRAULIC TE EN S OF HE FIRE 041443/06 055156 4460/ /R® BY ANY 60VERPENT *WY. REPRESENTATIVE. 1525 FIRE EXIINSUI54E5 LOLL BE INSTATED PER CITY FIRE CODE C 1IVOFTO VEo A??" AU6 26 199 BUILDING DIVISION TM. CNA Architecture Group 3500 Carillon Pant Krldar55 Washington 98033 206 -822 -6700 206 -828 -9116 Fax Drawn By R2S No. Date Revisions 1 ) REGISTERED ARCHITECT G---- ATE P �l✓11E11 n or wpn+ s /Iz4S(v DATE: 8/12/96 Project Number: 727.00 SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Fremont, California 94538 Telephone (510) 656 - 1900 Facsimile (510) 661 - 4033 nrvovnS Pwat AUG 1 3 1995 An Affiliate of 'CAMITCE37ER Security Capital Group Incorporated Title SPECIFICATIONS 54EETA 10.1 SPECIFICATIONS • DIVISION 15 HOC 1531 THE RAC 142RK SNAIL BE PEPC5PED ON A DESIGN -BALD BASS. THE DESI6N -BL0LD M/AL CONTRACTOR SHALL MUSH AND INSTALL A COMPLETE AM) OPERATIVE HVAC SYSTEM TO MELT ALL LOCAL Alm STATE CODES. PROVIDE CALCAA11045 FDR 040560 CODE COMf'UN0E FORM FOR MECHANICAL. 1532 PROVIDE HVAC PAS FOR OW1ER5 REVIEW 1533 ALL NOW SHALL 15063EAONE YEAR PA5155ND LA50R WARRANTY AND A 40 DAY SERVILE CONTRACT FROM THE DATE OF THE NOTICE OF CONFI.ETION 1534 THE HVAC 5051134 SHALL MAINTAIN 12 DE£Rt3.5114200R51N AU. 049905141414)11104414115005, NV 611 ON A 40 PEREE DAY OR MEET LOCAL A61550 STANDARDS AND CODE R0NRB5N5, WUCIEV0215 MORE 5TRIN'0ENT. 535 THE WAG 54115 SHALL 50 HEAT RM. BY CAME{ 75504, YORK OR APPROVED EQUAL 5054 UNITS YILL NOT BE ALLOYED. 1536 14VAC NTS SHALL BE LOCATED ON THE ROOF, ADJACE4T TO A SULAM BEAM OR 6151202, AT OR TEAR A 51RUOT1SN. CO LMN, SET BACK FROM 50LD%NS &`6E TO HIDE 1IB4 FROM 5504T. ROOF PENETRATIONS AND 5.PP0R15 FOR ALL ROOF-T0P 65111F5B1T 510,1113E MART PM TIE STRUCTURAL MINERS DRAW. 1}E 4504454 DROPS h1/5T B: SEET FETAL AND MAY NOT BE LOCATED OVER THE WNR046*SE. 153.1 BOTTOM DI50NAR4E L*U15 SHAD. BE IISTNIED PITH A MANFAL1U)ID GARB. 1533 PROVIDE A MOM OF TWO (2) ZOOM THE OFFICE AREA 1535 11€ NVAC 505104 SHALL BE (gMtCT® TO A 1-DAY SKIP-A-0AY TIME CLOCK AND 15069E A BYPASS 71I0 AT EACH 1105. 5TAT. 153.10 AU. 4®RMOSTATS SHALL BE MO4MIED AT 43` AFF. AND SHALL HAVE AN A1110MA11C C#W15E-OVIeR FEMME AND A LOCKU6 COVER 153.11 NOT USED 15312 DOTIIS SHALL BE METAL INSAATE) OR PRE- I61.4A1ED PBS DOTB0A10 WITH H,2' WRAP AND VAPOR BARR1B2 WERE PB341TTED BY CODE FINN. 004001055 TO TEE RESISTERS 51A11. BE MADE MINA MINIMLM 5' 5OFT REX DOT FOR MAO ATTENUATION 153.13 ALL WYE 855104 FIT1N55 5450. HAVE VOU*E DAMPERS KITH LOCKI5 C11ADRANT M MAIN APO ERA105 DOTS. 153.14 ALL CONDI110N3) AREAS SHALL HAVE A WRY RECASTS AND A DK1ED RETURN RES1511512 155'SF16 GRILLES ARE NOT PERMITTED, UOFL JA'PXMD RETURN NR R561511355HA1. BE ME BAKID NAM. 2' x 2' WITH A PRffCRATED FACE. RUSH 405087. 91PP.Y NR RESISTERS 5161 HAVE A 4-1150 SLOW. 15315 HAN15H MO INSTALL 51EET METAL GAP RASH* ON TOP 0' IEW WOO 5LETE'5, 15316 LEVEL NVAC CURBS A4) SEISMICALLY FA5101 ALL ROOF E911PMENT.. 153111 WA4B1C15E V13U1LA10N: NOr0 RECUIR® (V641LA1LN 14001IREM31T 15 5511590? BY CUANT 11 OF- EX15155 1X1045101 011011455). 153.16 WAR0iOU.RE HEAT: 04X15155 FRffg PROTECTION ou,PRCNIVED 014. FYb � L f L[ ➢IYISION 16 BEGTRGAL 161 THE 8FLTR10AL WORK 5H/q1 BE PERFORM®ON A 00516N-011LD BA515.11E DB3I614i911LD ELECTRICAL GON1RFLTOR SHALL FURNISH AND INSTALL A CO5 PLEIE AND OPERATIVE 001014 I0AL SYSTEM TO ULU ALL LEGAL AW STATE COOLS. 162 PROVIDE ELECTRICAL PLANS FOR OMI RS R>78N 163 PROADE CALCULATIONS FOR BUSY CODE CG*PLIANCE FORM FOR UGHTINS, IF REQUIRED. 16.4 NOT USED NOT USED 165 A111J6411N5 AND 9'OTAHINS 91A11 13E PER CODE REGAIR0R6NT5. 166 OFFICE ATP) TECH LI6N71116 A5 R531110): PRO/10E 2144', THEE LAMP LAY -IN F1ll0R&G@IT 14641 51X10R5, YOH STANDARD ACRYLIC LEFT AND T-12 LOW WATT TYPE LAMPS 104)15 FOOT CANDLES MINIMA AT 3' AFF OR ASPERH11TT07 BY COVER/1 NO L65 THAN DV (2) FIXTURES PER OFFICE 16.1 WRE ONE (I) LIGHT F4X1151 PEAR EACH OFFICE EXIT DOOR TO PROVIDE 24 HOAR U6HNN6. 163 NOT USED 165 NOT USED 16.10 ROSH AND INSTALL ONE N DEDICATID 110 VOLT FCURP150 OUTLET AT THE T0.@h0E BOARD. 1611 1612 ALL Conn T040 DE6R135. 1613 MC CABLE MAY BE WED W®RE PERMITTED BY CODE 1614 NOT USED . 1615 ALL L16M SWTGES, OUTLETS M) 506114I0AL 1RM 5461 BE VOTE, BON 1616 NOT USED 16.1 NOT USED GA peR0\I p�6 2 6 1996 BOLDU4G ON 90M CNA Architecture Group 3500 Carillon Point Kirkland Washington 98033 206 -822 -6700 206 -828 -9116 Fax Drawn Project By: RJS Number: 727.00 Revisions FOR PERMIT No. Date Item d�la�9lo SECURITY CAPITAL INDUSTRIAL TRUST 47775 Fremont Boulevard Fremont, California 94538 Telephone (510) 656 -1900 Facsimile (510) 661 -4033 An Affiliate of Security Capital Croup Incorporated Title SPECIFICATIONS DATE: 6 AI04.A 1 0.2