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Home My WebLink AboutPermit D2000-082 - WILMAR CORPORATION - OFFICE, RESTROOMS AND MEZZANINE FRAMINGWILMAR CORPORATION D2000 -082 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: IV -N Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: OCCUPANT OWNER CONTACT 883650 -0100 360 MIDLAND DR Contractor License No: WILMAR CORPORATION Phone: 360 MIDLAND DR, TUKWILA WA 98188 BOEING OREGON MASABI TRUST 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 'ALLEN WYTTENBACH Phone: 206 -230 -6648 3003 80 AV SE, MERCER ISLAND WA 98040 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 • 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 ***** k******* k*******:**• k• k****• k*******• k**• k****'** k: kk* k:k*** *** *•k*k *****•k * * * *****•k* * ***k Permit Description: CONSTRUCT OFFICE SPACE & RESTROOMS, WITH FUTURE MEZZANINE FRAMING ABOVE *****•k*** * * *A*•k ** *'k * ** * * *•k k**•**•k* k *•k **•k* *•k * *•k* *•k•k ***•k ***'k k•k***•k** *•k k•k ** * ** ** *** * **** Construction Valuation: $ 91,605.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N ••• Fire Loop Hydrant: N No: 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 * *•k** *•k*** style *** **:k* k * ** ** * *:rc ** * * ***•k *** *** ** k k•k k*•k*** k•k ****•k* k•k***•k**** *'**•k* : TOTAL DEVELOPMENT PERMIT FEES: $ 1,551.79 ********************************************• ** • 4 qtr - •k **_k***:k***** k*** k*** * **•k* * **** DEVELOPMENT PERMIT .0 South: .0 Sewer: N/A Slopes: N SGACO * *084BS Permit No: Status: Issued Expires: Streams: End Time: Fill: (206) 431 -3670 D2000 -082 ISSUED 04/27/2000 10/24/2000 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERS East: .0 West: .0 Sizetin): .00 Permit Center Authorized Signature:_ Date : M ?2' OO 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 ermit. S i g n a t u r e : _ _2� e _ a --� D a t e : 1O Print Name: /"-!'-. l" GUyEELC/!___ 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. z w r 1 QQC J U N o w i Jf.. WO = w z 1- O z � w w 0 •0 N: 0 E- w O w z U - 0 z Address: 360 MIDLAND DR Suite: Tenant: Type: DEVPERM Parcel #: 883650-0100 CITY OF TUKWILA Permit No: .D2000-082 Status: ISSUED Applied: 03/13/2000 Issued: 04/27/2000 k******** ***A*** k * k**1. Permit Conditlons: e , ‘ • • , 1. No Changes will be made to the plans unless approved by the Engineer and the Tukwjla Building Division. ,. Ahen special inspection is required either the owner, . . . ahchitect or engineer shall notify the Tukwila Building Div of appointment of:theJnspection agencies prior to the:Jirstbuildinginspec2tion: Copies of - all special: inspection reports shalTbesubmItted to the Building Division in a ttmely'Manner - Reports shall containaddreSs, project naine permit number and type of inspection performed. ...'.TheSpecial:' inspector shall submit : a final signed report stating whether the work requiring special inspection Was, to the best Of the inspector's knowledge, in conformance ' with approved plans and specifications and the applicable workManship provisions of the UBC.: 4. Any ne0;ceiltngArid and light fixture - installation is ,required to meet lateral bracing requirements for:SeisMIC Zone 3. 5. Partition'Wal)s attached to ceiling grid must be laterally braced if over eight (8) feet in length. G. Any exposed insOations backing material shall have a Flame Spread Rating of less,and..material shall bear identi- fication showing the fire. performance rating thereof. 7. All construction to be done. in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the iurisdiction. No permit presuming to uif.kizixISAITZatteff,KNoAtal0VPM{Yfrom -0100. •nr`t give authority to ‘ii or cancel tha70 this code shall be valid. H. Electrical permitshall be obtained through )e Washington State Division of tfabor and Industries and alt'electrical work will be inspected by that agency (248-6630). 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building. Inspector vi • • ;; •.; • . . , . • • '• • I " " ' • " ' " ' ' • • ' • 1.3. A CERTIFICATE OFUPANCY WILL BE REQUIRED THIS PERMIT. 14. All mechanical works shall be under separate permit issued by the City of Tukwila. 15. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail - able until final inspection approval is granted. 16. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. W 6 U U N0. W = N LL Q � LL Q, D I W Z F- O Z F- tu D 0 .O ST .0 H' W ul' — O. til Z U O 1 ' z Description of work to be done: CONSTRUCT OFFICE SPACE gc RESTROOMS, W /FUTURE MEZZANINE FRAMING ABOVE. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse 71 Hospital. ❑ Church ❑ Manufacturing ❑ Motel /Hotel 1 Office ❑ School/College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family © Warehouse ❑Hospital ❑ Church ❑ Manufacturing in Motel/Hotel © Office ❑ SchooUCollege /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 ® no Existing fire protection features: ® sprinklers ® automatic fire alarm ❑ none ❑ other (specify) g Square SF g Buildin S uare Feet: existing ( ft.) ± 2,940 MAIN LEVEL Area of Construction s . ft. + 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 Project Name/Tenant: WILMAR T.I./ WILMAR CORPORATION Value of Construction: $91,605.00 Site Address: 360 MIDLAND DR. TUKWILA, WA 98188 City State /Zip: Tax Parcel Number: 883650 -01(10 P E 8EGIRYGON MESABI TRUST (PENDING OWNERSHIP TO WILMAR CO 5 624 -4494 Street Address: 1324 4TH AVE. #1940 SEATTLE, WA City State /Zip: 98101 -2510 Fax #: (206) 624 -5014 c�o�araElikPORATION Phone: 778 -2191 Street Address: City State /Zip: 6414 204TH ST. SW #200 LYNNWOOD, WA 98036 -5973 Fax #: 425 778 -21 Architect: LPN ARCHITECTS R PLANNERS Phone: (206) 230 -6648 Street Address: City State/Zip: 3003 80TH AVE. SE MERCER ISLAND. WA 98040 Fax #: (206) 230 -6647 Engineer: ENGINEERS NORTHWEST Phone: (216.) 525 -7560 Fax #: (206) 522 -6698 Street Address: 6869 WOODLAWN AVE. NE #205 SEATTLE, WA City State /Zip: 98115 iptiaceorspio UHI CTS 5 4 PLANNERS /ALLEN C. WYTTENBACH Phone: 230 -6648 Street Address: City State /Zip: 3003 80TH AVE. SE MERCER ISLAND, WA 98040 Fax #: (206) 230 -6647 CITY OF TI�'(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 CTPERMIT.DOC 1/29/97 FOR STAFF USE ONLY Project Number: y - Permit 'Number: .< Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT;REOUEST FOR PUBLIC PLAN REVIEW OF THE FOLLOWING ' -(Adilitlonal:revlewsrnay 6e determJned:6y the Works' Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ 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 Cl 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 ❑ Hauling 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 a Ilcation expires: Application taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM Z ~w U0 cn • w J = U) u_ w LI. Q to w 1- 0 Z ~ O � O f- wW O � U= O Z I ALL COMMERCIAL/MULTI -FA MI TENANT IMPROVEMENT /ALTS ION PERMIT APPLICATIONS MUST Pir SUBMITTED WITH THE FOLLO G: N/A ➢ 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 SUBMITTED ❑ 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 : ❑ in Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Bullding Owner/AUthorIzeM gent! Ifthe applicant is other than'the:owner,registered architect/englneer contractor licensed: by the State of Washington, a notarizedletter from the :property ownerauthorizirg the agent this'permit'application:and obtain the permit will be required as part of this submittal IFY TH RJURY BY N oo BUILDING : •_ „;u1lv,;_ ED AGENT: Signatur �e 51,! it f/ Print name: ALLEN C. WYTTENBACH /LPN hone (206) 230 -6648 ax # : 206) 230 -6647 Address 3003 80TH AVE. SE City / t/ t ISLAND. WA 98040 I HEREBY C PENALTY OF - CTPERMIT.DOC 1/29/97 Complete Legal Description 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 ". HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. + z w cc 00 0 w= I W u_ a W Z = zI- W W U� O C) '- WW � -- O w z U H 0 z ' ' l r• q 0 ...Permit No: 02000-082 Tarcel No: 083650-0100 ite -Addre,011, 360 MIDLAND DR This. .paylient 942.25 Total Fees; Total ALL Pmts: Balance: 41 , A*AA ANA*h**kkA*-k***A****A.3-**AA*A***A*A*A*A*A .44, A A * A * !,*AN.A* 7 CITY OF: TU.KWILA, WA Z2- --' 0 SZ TRANSMIT 1 .h . **** , AA***A*****AAAAAa.SA**** 4 A - . 44. *****A - *** **A**AAkA4*A-A****A.':** TRANSMIT .Number; P9000273 Amount: 942.25 04/27/00 11:59 llaymen,t' Method: CHECR Notation: MICHAEL WHEELER Init: WER Type: DEVPERM DEVELOPMENT PERMIl ***************** Account Code- Deecription f000/T.27A0q BUILDING.- MEE'S H.900/18.6.904 STATE BUILDING SURCHARGE • 1..551..79 1,551.7'D .00 AAA-4**A** Ainount 937./5 4.50 3915 04/2O 9710 TOTAL 942.25 SSL1-0) * CITY OF TUKWILA, WA Z201 **************************** t ketir 2 .1: •fteret.i== NJ DD 609.54 CHECK 609.54 k******************** TRANSMIT 16 58 0097 24•9 609.54 03/13/00 15:37 ;ORP Init: WER TRANSMIT Number: R9800248 ; Permit No: D2000-0821 „ DEVELOPMENT PERMIT Parcel No: 8836 50 - 01 1 1 0 FTWWIA Site Address: 360 MIDLAND DR Total Fees: 1,547.29 This Payment 609.54 Total ALL Pmts: 609.54 Balance: 937.75 **************************************************************** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 609.54 Payment Method: CHECK No ?429 03/13 c.)71.9 TOTAL 609.54 0 z Z: ILI • iX 2 LITI 00 ma. COW w IL. u j 0' g -J u. CO a ,... a 1-LIJ Z I- 0 Z 0 0 co , 0 --1 11J u l I a I- — 0 11 • • 0 **************************************************************** CITY OF TUKWILA, WA zz000-oez TRANSMIT ******************************************************sk********* I TRANSMIT Number: R9800248 Amount: 609.54 03/13/00 15:37 Payment Method: CHECK Notation: WILMAR CORP Init: WER • Permit No: D2000-082 Type: DEVPERM DEVELOPMENT PERMIT Parcel NO 883650-0100 Site Address: 360 MIDLAND DR Total Fees: 1,547.29 This Payment 609.54 Total ALL Pmts: 609.54 Balance: 937.75 **************************************************************** Account Code Description Amount 000/345.830 • PLAN CHECK - NONRES 609.54 . 2429 03/13 1719 TOTAL 609.54 " Project: . of InIpection: ( -,--- o Ct.h A^ tOE( ci Date call � d 3 - Special instructions: Dat -- e wanted: /� a m. .At 1 . U1'Q e-v Plane 7 ` cx, 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit k" tee, /'��jc -/G ,/e) 2 PERMIT NO. (20 Corrections required prior to approval. Inspector: Date: 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �t4�+ ui+ K�'+:? 3 '. asuS; �iib�r.$ sLb:. Sr':iruf.w8iita$tvJit'..ti7T��s^ '��Yl"t : •t r W 00 too tu J H N u. WO 2 ti Q W O. Z o . W Z � I— O Z tu W 2 p. O O I— W w Li. UN ~ H Z f h • INSPECTION NO/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Type of InApntiin: Address: Date called: - JoC) yYVArtOvoD kJe._ (2( COMMENTS:,? Inspector: LJec ,r1-06-/ • INSPECTION RECORD Retain a copy with permit Reque(?/:: ve Phon PERMIT NO. (206)431-3670 Special instructions: Date w ) P.m. sA9Ne Je r Approved per applicable codes. Lorrections required prior to approval. %.6•9 f fl; "--a/f1"-i-e) 1-9 eel-4 Date: 11 $47.00 REINSPECTtcI4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: %), PrOjp.04 W.J‘ill(10 c/ Cbr Type of Inspection: . C 06 l Ad ress: fflahrld t Date ca bl: Special instructions: ../ Date wan0: Requesn ( "Ve - 0-N20E1 Phone:I" aOh i Or Ce:b INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 17 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 41.44..VAQ;01W.t4,10Sa:;,..‘41o.TAA44.1.0.144,:i.' • •,' ' w cc 2 c.) 0 w w w 0: 2 u. < co 3 I— ILI I— 0 Z W ui 2 n o ra tu u_ 1 6 ..z iu -u2 1 0 1— z P, rqj Tt if C rp . Type f I ect' ai r , t /4 3 . Date al d: 1 b Special instructions: Date vxa_ teed: a.m. m. Requ s r^ t Q„ ,� Phon . J 1, _ - �1� OOb l • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 '7i COMMENTS: 641.<3 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector �i,, �+ !+ ! ' EINSPECTION( E REQUIR D. Prior to inspection, fee must be paid 1=1$4 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . L 7.••L3r`.. — • C & Z W ' 6 0 CO CV J F- tnLL ui = CJ. w F =. Z ZO UJ O w u. l!! Ei2 H O z 1 Pr je t: 1 • J l&5 � Y Co( orl%5(\ T e of Inspection: Fr ..on Address: p r, Dr . 1r,C l � & \��V_ D l Date called: ' sT oO - gpecial instructions: qtte wanted: Request P ne: r -117- 00(04- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: / /1/ e-,// -r41Y-4-4 $ l 0O REINSPECTIO(FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: � Z W 00 N 0. W = F— � W O 2 � W Z � I— O '. Z uj O N: 0 W UJ I— LL F6 lil Z, UN O Z s. Projectr 4 / W.. / / Type of Inspech�n: �j /i�7 .t.! // Address: Date calle Special stons: Date wanted: a Requester 7/e 4 A 6 4 Phone: ,0(7 - 743—(2257 INSPECTION 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 / Pi Corrections required prior to approval. n $47.00 REtNSPECTIOt EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1.is"w�Ca.Sr Date: PERMIT NO. (206)431 -3670 r le t:' T f Inspection: V cs7:0 I, V Vtit rl .l'll t( Date l I eo `+ Special instructions: Date witead ted• es'er frt--.Wka0 _ki d0. -7I8 . - 7 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 z W 6 0 O CO O W = WO g Q Cl) z a . W z 1 ._ : I- w O � D 1—' W w I_ I— LL' ti.l C.) U) O z Projggst: Gf j l UA .,._ Type of Inspection.-- 4‘)/ ell 4.�//e Address: Date called: Special instructions: / r / Date wanted: —23—c?) a.r p.m. Requer: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r $47.00 REINSPECTION F tREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: JC:..,1.5X.�ti � ' saisrC21W'�s: ;, Project: - i /i ' I ' P'''' Type of Inspection: A ., ...-• Address: (7 AZ .,/,/-27(1 c I.- Date called: l 5 .27 ) Special instructions: 'Date wanted: a.m. p.m. Requester: Ai, _• 4 Phone: INSPECTION NO. C MMENTS: Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 L/e iEt/& s PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. fi of-1-7-e• / 1 fr7 4-07-71-7_0 9 /16 /t/ -3 t/'e (‘'( 5 tgZet2.,A4 1- - 5 Pm d- I 11'3 tv.01 /_5 77' 47/ WI C-1 /2 /(•(-.3 Date:? 7-co LIII $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' z re L I 0 0 • ci 0 t - L J I V) U. uj 0 g • < (0 Z 0 Z W uj 0 • 1— 111 0 L 0 111 0 S E. 0 z COMMENTS: \ '" " , 41141 , ..--4(feel i fo.. \ c4 044,,, , i 7 -) 1 5: 0 4° , / 4, 5 e7 4 1 /C 4 '6 Special instructions: �; a (,'�� 5t' +''`�” + Lr'► 41 e we ` e. /d (. ,w e) /), .�.h.,.,,4'1 e'er+ -/ ' c " lam rovr hl, 1 /, „/j,i Ik o / 4 '1 • j -r' 4 4 i—o -v I ,4,-401, r. p/I,1.4ii I �Cl ire: t �04.421. .env -, 0 1 J►L i 4 e � rC. r) 6. 4-,lk7� 1 i t '49.10 01 5"1 7 - t Project: W I i Y tJ� ` TYPe tr l nq Th O t inn n Ad ress: r `� "d ova Date called is (o0 Special instructions: �; a (,'�� 5t' +''`�” + Lr'► 41 / Date wanted: /� mom, .5 I Clap P.m. 11 , Reque r ✓ Phone: . Ch — 1 e- oJbR- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. I INSPECTION RECORD Retain a copy with permit 1� ll►4 (206)431 -3670 Corrections required prior . to approval. Date El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Kp• ; y�.. - q rµ ^� d it'' ^: y sr:r'� ...•_... .� r L'z: Sr �' ,�i�.>/t�lG+./•�ww.r.Yr f1.M! °YV` �Xi i7i.�i✓�.u��:rr�.:��'^ /.c�i.Y1 i ��r+..V: i4. `:^ .>. :..Y >- ..i��t•...a.uv..� 2ta1'ii:�Miw:':ii`.utti gitg ?M eV: t: W1�WWI ( Ct�rp rct- 4 - tcr\ Tye of Inspec E- c o+�c (\ F a YNC1 Address: ac (a A+6 NcthC\ I C Date called;,,. -- b O O Special instructions: 5pe c \ a t 1 s : D(7. m c kvC D wiped: �� a Request / r: - MtKe:). Rhone: COMMENTS: C I 5 PE //t/' G 7S rA S /T" /'-oaf 4- Zg -c7 o pb-vg. 4 -x-11, J`", z,;/.31)z-r / //L (C. p `5/�'S /tom ' a,c./ . ,tfo 7 b 1?1SC,ee..- 0 12& i� Ecz 147 . 0 Pot/iE r 22)4-c-1 /s ,c../o,(1- C9 4LCO -7c). c.//' F--)-7 S.d)c7.9 . ,-mac% ' "€e•ov' 6) I, i Ins . Day9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. F erections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a:Y�c+F�dY..i.3 '"s..ri:::ta {✓.r.su: S .e ..iirw.3 �.a ..Y,:,.. "" . . C. ' : "��'�-- sr�..;4✓i•:,"i;;:...8 u`k`r7;lio. rL PERMIT NO. (206)431 -3670 Q z� t Z re W 00 0 (O U) u. Ui 0 LL Q . to D W I z o w U� O H W W H u. H w z to 0 z Project Name Address City of Tukwila Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM + �Y1 IAA- cot/ ' • 1( Retain. current inspection schedule schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: 5 Fire Alarm: - n - — I)Ne i bv4 c f k/, 1 Hood & Duct: T t Halon: N Monitor: 4v45 Pre -Fire: h/ Permits: Authorized Signature FINALAPP.FRM P?) Fc d14.) ,Tr -w•? Steven M. Mullet, Mayor Permit No. -1) 77(-40-40 ). Suite # Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 , z ~ w • It 2 J U 00 ILI J = H U) LL w LLQ _ f ..w Z � I- 0 Z 11.1 uj U� 0 .9. O U lil Z. U= 0 F- z r421 z z NORTHWEST WILMAR CORPORATION TENANT IMPROVEMENT: MEZZANINE 360 MIDLAND DRIVE TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS March 13, 2000 ENW Project No. 24124003 D2•400 O 0 82 lEggnMIN MAR 1 3 2000 LPN Architects &Planners CODE: 1997 UBC WIND: 80 MPH, EXPOSURE "B" SEISMIC ZONE: 3 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 RECEIVED CffY OF TUKWILA MAR 1 4 2000 PERMIT CENTER .�' .. 7* -41 9 EXPIRE 12� 00 J Z Q I ~. W 0 w= J : w O J = W Z� 1- O Z w O f 0 H wW u. 0 .Z U� 0 E- z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. ?Jf/ 19° 'S Joe NAME 15 %'• D /3T. Ca/'T&R SUBJECT fPAMIN (r -net/5r PROF ry h t 1 c,4 pi. G4 g3�.. O N w/013 I.,/ 16'11 DATE 3.-13-00 SHEET - 1 OF F By C . 9 An' l 1 I%. 4 N A RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER w O � '0 H, w w' I 0 . . Z w co • O~ Z ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. 2412 JOB NAME 13047,v6 22/5T. Ce.,A/Tm1C DATE SUBJECT �U� �e '7 TN�� T. =. SHEE 2 OF /'T ,a'Z 4AJ NE A7?DY17oti/ BY Z tu re 2 rt -.com t D ,LoAD. lea FLY t...,04:0 3.4 -p,{' 3 'I U ' 0 O co w 5•iv,E.�ERS 2.ortr 1. C. • Agra' 1. g N ui � / lec,y. .2 .EL.E cr. ` 2.6 p: / //v.ops{ l3,7erF u_ a '< : / lAin/ /3M I. ...I- - C''1; No7 /i'I J CIED 1 ? C . - _ : Z F- 15 -6' F-0 Z F- L/V LAO J ?'/s7 5 : /rw ps( 2 n n./ gMS Coc-/s Fres . 5o sr (RED = O /yy f� � f Zo�� ,e-riTrvNS. U N 0 I- tu I V �I� O � Jr . • 5R4 n/: 35=0" w Z Gv pa re. r= i/to 0 Z w /w 6) - /ouP,,.r. RTL= 203,.._) 0 Z Z8, T - :z /i-°Do e /=dre WTL ALC.ow = 132 CA- L. ALi. . 114 S SPAIJ 1 1 "o" s-= l ly l55 pfr ( l 74 A 6S @ w A��ow =Pz -r GJa� ALLuW = Z�Z p r 00/...)) /2 - / 33 p,_F V qA 25 f-O' l.Jrc = / 'EEp r w,c�= /33tc,0 2C TSl /JGo e /!o'er R r/. /°1 36 ,0 w� ALL OI.-/ /`3?tiF (GL u - NA/L-ED) ft (Gz_zi - n/,v /.._E) ,4-71 32" 7J4.•)c@_ /Lan wiz Au r - 14o 5f f 64 4A- Attow MAR 1 ' 2000 PERMIT CENTER • ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 Jos No JOB NAME 1 301 0 1M - DiStli crR SUBJECT sr'' Iz-o sf`a 16'46I, . I��'t�LXE Ir allow V , s `' NiA 4111 w ry - = 3V1 (9 DATE SHEET ''- OF BY C. a Idzr RECEIVED CITY OF TUKWILA MAR 1 2000 PERMIT CENTER ~ W e , U y 0 W W CO LL ga cod :. W z ° 2 W D U 0 . N ' O F W LLl' Z LL ~. W Z � O • E • ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No 2- JOB NAME P. G D/5 CeA../MV DATE SUBJECT SHEET 9 OF BY z O 770 03. AREA = (t.5.5) ( 1''i. v) ao • R. a oa("Lt 0 -I5'o L 10,j .N 44. At 431 et 1psr Fklar WA11.1.. A 13 WC /lops / t F M Var 4. 10,03r /O') ' 4 1 0 1 f i3M WT e/PLi/ t F9' 1 R4_. 113.1'` s' �= s, S' 4 k= 35' Pr),_, _ LPL 4.;1 k ors' 73.5' 772/ /5. ARC : s z 3, 5 x 15.,5) = R= ac (36'1 - /Se) = 11,1% Mrs. • a rc = 0.7 ; A„ 521 1•.I tio W4 - • L F {�= 23.76 Ks 1 (7.z73 SEG. 1t' 3.1 Foe Al..TG-7v Use &143 µ 64-20 /a OP) . )3N wt = /3ft.r- -'.81 L r /vu (L ) : k M 1 4 7 tfi= 41r. 1 36 a..L °119 . y = • Lo 6017.5 t /vv PART. 05 - . _ /13 w1)123$° PIC Ks: fcsi G F'6= 23.? G ks'. k RSOEIVED CITY OF TUKWIl.A MAR 1 4 2000 FilemmENTsv 2 Z W ' 00 CO • CO LLI J = H ku D. a = • W Z � 1- 0. Z H. gi :0 N O I -` _, u. fu - _. O~ Z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 n Joe No JOB NAME ria4le 1//616441 DATE 3 _10 00 SHEET LI OF 7 BY G ' 13 % a Z U 1 100 P tf w � d , IS" 11 -I- 14 ,sp4 -J UO N ° CO LL w 0 g o BTU LL E =v Itr\-/-‘----'-------------------0-/-0 ~w. H-0; . zf- . m 133 yN 2 a 8 -- 3 -E ib, :0 Izi w W` k) 5/91<<2, 6 — Z: a i -F d' 3 1SK1�i1 �7 i 5-i �, z ~ . SUBJECT N P & ty► I=II -o" ti 2- s4. 14 12 most 0.g. CA -Htig )x IS z RECAVED CITY OF TUKWIIA MAR 1 4 2000 �HNtrr CENTER 'pt- 3 fig. ��• q.q K ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. Z /Z Joe NAME ecte7/-/0 pp m': ae2v7 - 157 DATE •' SUBJECT SHEET :S OF F 7- AREA: (13 x23 = 399 ai •.,2. aos(30o -/So) ° / —, L= q1f -: ps!' PA/2 cfc c.J ( /),3-t-/ oo t NI wr= 3o w F Ny #zo)13 = 8 3 2 p F R p m - 1 o 3 - r�e1r3. AEI . (14.5) - , -6)- Sia-P4 R'O.pE) 3111 - 150 I 3% ±Z3,S = 31181 • D. - x-39 ., o, k IA I tik2? Mrs • tig fir K 4 0,3 16 „ BY 11 I 2-)- ks1 23.74 k s; (21, S) •a 1 o - t !3#1 wr = 1 119 + &-f w7 w,-4- 613.5' * 21 . 1366 .r f d �4 = O Ageism CITY OF TUKWILA MAR 1 'i 2000 tJEFINIIT CENIER ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No. 1 - 41 ZKa d Joe NAME 1�/G nit llg, CE.I7 E SUBJECT S/ !o to A l* /Z I ri-t CI LL- r 3 7 pLP 4 /14,, h t / = 2 5'! ptf x l ° = ,( t< - f-t . > ►ti 8 X/D 1 =,0001 w o.00d I �s _ .Q Z- 3o ,er tog s " DATE SHEET 6 OF BY Il " RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. ZHZ+ a23 Joe NAME DATE /• SUBJECT SHEET / OF F w 1= ILK) 1010 ego /orl o)(5): (8) SKIP 1. SKI 2 - 772/B. AREA: (34( 34. °> .R` R' O. 08(715— /sol. 3 G Z cJ 40% Lam- 30rwr wp /6 (8o) r 134 w 7. • 4e -t 4, 14...• (3012.o) se-- /s4Pop,..F uP CA- el Di. ZL)jrz•s =425 p��= 24 Pk° (24. / 30 /3aC-./n/G L ± 32 Mrs ZgS Q 1,iq .„ i t g- - ✓sue W 16)( 3� (/!o. 35) 36.zg'� •/ t _ go.S /• v, 7.ti ST. CE74./TEie IGx 17,5)4 3YOp1F - (31zo)(11s) %g fif t'I 5 - /- r N. 6 !�y!� = is. 424. 1 1. -soy 7•d7 - 1.3N'C BY ks < --1 ,_ 23.�G e Z' ks O rRhe. ARt9 : Oz .51(40 t 3o(i1.5 % 6 go �e= a0e(6so -IsL): Hoie yob% /"" RECEIVED CITY OF TUKWILA MAR 1 2000 ,e 1 ' . 35 4. e'3' _ 2/. I PPRMIT CENTER J ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560- FAX # (206) 5224698 Joe No. 2 JOB NAME / 304 = 7 A-4 - 4 CY- &EA/71SW SUBJECT Q.1 PL Lc_ IT4c ftgi *PO V' 4 5. t'frcz: A I t l ief- 12.1.5 f. z. 13 ATI..7 44.L. 0. '638... c_ Is o 14 4— SO4, 014. 24 100(ft) /3 **110 4-d 5. DATE • SHEET 0 OF r BY /4,(11) + A - cuac-t_ x12.1 el {- ks . / kJ.' re z / 0 / r Zl. eLc- / RECEWED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER , Steel Beam Design Page 1 r Description Beam Be LGeneral Information Steel Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads I DL LL ST Start Location End Location L Summary Using: W14X22 section, Span = 14.50ft, Fy = 36.0ksi End Fbdty = Pinned - Pinned, Lu - LDF = 1.000 Actual Moment 48.148 k - fb : Bending Stress 19.947 ksi fb / Fb 0.839: 1 Shear fv : Shear Stress fv / Fir Force & Stress Summary I Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear © Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl Depth Width Web Thick Flange Thickness Area #1 0.444 1.366 14.500 Maximum 48.15 k -ft Reaction © Left 13.28 Reaction @ Rt 13.28 Fa calc'd per 1.5 -1, K *Ur < Cc `Section Properties W14X22 I 13.740 in 5.000 in 0.230 in 0.335 in 6.49 in2 14.50.ft 0.00 ft • 0.00 ft 2.00 ft #2 13.282 k 4.203 ksi 0.292: 1 Pinned-Pinned Bm Wt. Added to Loads LL .& ST Act Together # 13.28 k 3.38 13 :28 13.28k 3.38 13.28 -0.316 in -0.080 -0.316 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 3.38 13.28 3.38 13.28 Weight I xx I -yy S -xx S -yy # 4 Scope : Allowable 57.354 k -ft 23.760 ksi 45:507 k 14.400 ksi Title : Dsgnr: Description : 22.04 #/ft 199.00 in4 7.00 in4 28.967 in3 2.80p in3 #5 r -xx r -yy Rt #6 Date: Job # F Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #7 k/ft k/ft k/ft ft ft «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only CrD. Center a Center (a). Cants A Cants 12.25 48.15 k -ft k -ft k -ft k -ft k k -0.316 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 13.28 k 13.28 k Beam OK Max. Deflection -0.316 in Lengfh/DL Defl 2,166.4: 1 Length /(DL +LL Defl) 551.1 : 1 5.537 in CIZIM TUKWULA MAR 1 4 2000 PERMI' CENTEF z 6 0 0 (n o W = CO IL w 2 u. D. = d . W Z �. H 0 W i- 0p U o W UJ, I I- H Liz ll l U -. F O z Don MOM Steel Beam Design Page 1 r Description Beam B7 [General Information Steel Section : W21X73 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location #1 0.480 1.500 32.000 Point Loads Dead Load Live Load Short Term Location L Summary #1 4.210 11.200 3.000 i Shear fv : Shear Stress fv /Fv 32.00 ft 0.00 ft 0.00 ft 2.00 ft #2 0.080 0.250 10.000 # 2 Using: W21X73 section, Span = 32.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 2.00ft, LDF = 1.000 Actual Moment 295.085 k -ft fb : Bending Stress 23.504 ksi fb /Fb 0.989:1 49.598 k 5.132 ksi 0.356 : 1 # 3 Title : Dsgnr: Description : Sc Pinned - Pinned' Bm Wt. Added to Loads LL &-ST Act Together #4 Allowable 298.305 k -ft 23.760 ksi 139.164 k 14.400 ksi #5 Date: Fy 36.O0ksi Load Duration Factor 1,00 Elastic Modulus 29,000.Oksi # 6 Job # 1 #7 k/ft k/ft k/ft ft ft #3 #4 #5 #6 #7 k k k ft Beam OK Max. Deflection -1.190 In Length/DL Deft 1,200.2: 1 Length /(DL +LL Defl) 322.7: 1 [Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M © Right Shear © Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl Maximum 295.09 k -ft Reaction @ Left 49.60 Reaction © Rt 34.81 Fa calc'd per 1.5 -1, K *Ur < Cc «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only a Center a Center (cD. Cants a Cants 79.35 295.09 49.60 k 13.34 49.60 34.81 k 9.37 34.81 -1.190 in -0.320 -1.190 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 13.34 49.60 9.37 34.81 -1.190 0.000 0.000 0.000 49.60 34.81 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 0.000 in CITY OF 7UKWILA MAR 1 4 2000 PERMIT CENTEi; z Z U Q. to co w Q. to = 0; w Z = I- 0 Z H. w. 0 ES IJJ UD D F = U L I Z ill = O ~ z Description Beam B7 Title : Dsgnr: Description : Scope : LSectian Properties W21X7S I Depth Width Web Thick Flange Thickness Area 21.240 in 8.295 in 0.455 in 0.740 in 21.50 in2 Weight I -ro( I -yy S-)pc S-yy 73:03'#/ft 1 ;600:00'in4 70.60" in4 150.659 in3 17.02? in3 r -roc r -yy Rt Date: Job # 8.627 in 1.812 in 2.130 in CITY OF TLI w,L4 MAR 14 2000 PERMIT CENTER z ~ w' U O' co 0, co W: LU Z; H 0 . LL Q. So_a I O ` 1- _ Z I- O Z F— O. O co O I— w r Pk- O z (cu N. H O Z Description . Beam B7 L Oeneral Informatio Steel Section Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads DL LL ST Start Location End Location Point Loads Dead Load Live Load Short Term Location Summary 32.00 ft 0.00 ft • 0.00 ft 2.00 ft #1 #2 0.480 0.080 1.500 0.250 32.000 10.000 #1 #2 4.210 11.200 3.000 1 Using: W18X86 section, Span = 32.00ft, Fy = 36.Oksi End Fixity = Pinned- Pinned, Lu = 2.00ft, LDF = 1.000 Actual Moment 296.732 k -ft fb : Bending Stress 21.400 ksi fb / Fb 0.901: 1 Shear 49.805 k • fv : Shear Stress 5.642 ksi. fv / Fv 0.392: 1 Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl @ Maximum 296.73 k -ft Reaction @ Left 49.80 Reaction @ Rt 35.02 Fa calc'd per 1.5 -1, K *L/r c Cc «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only Cry Center a Center a Cants 80.99 296.73 49.80 k 13.55 49.80 35.02 k 9.57 35.02 -1.251 in -0.341 -1.251 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 13.55 49.80 9.57 35.02 :-; Pon MON Description Beam B7 [Section Propert Title : Only: Description : Scope: Steel Beam Design Date: AWA/0144-e, Depth iTs in Weight 85:94 #I1 r-XX 7.777 in Width 11.090 in 1:xx 1;531100 in4 r-yy 2.630 in Web Thick 0.480 in I-yy 175:00ih4 Rt 2:970 in Flange Thickness 0.770 in S-ot 166.395 in3 Area 25.30 in2 ' S-yy 3T.560 in3 Job # I RECEIVED CITY OF TUKWILA MAR 1 2000 PERMIT CENTER ,10001 Multi -Span Steel Beam Page 1 Description B8 LGeneral Information (Loads [Results Fy - Yield Stress 36.00 ksi Load Duration Factor Spans Considered Continuous Over Supports [Span Information Description SPen ft Steel Section End Fbdty . Unbraced Length ft Live Load Used This. Span.? Dead Load Wft Live Load k/ft Dead Load k/ft Live Load k/ft Start ft End ft DL @ Left k/ft DL Right k/ft LL @ Left k/ft LL @ Right Wft Start ft End ft Point #1 DL k LL k @X ft [Reactions & Deflections Shear @ Left k Shear @ Right k Reactions... DL@ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection In @X= ft Span/Deflection Ratio t ispara t span 24.13 16.35 W16X31 W16X31 Pin f?in. Pin -Pin 2.00 2.00 Yes- 0.270 0.625 15.500 0.350 0.350 0.875 0.875 15.500 24.130 2.060 5.400 15.500 Yes 0:350 0.875 Mmax @ Cntr k -ft 63.22 10.57 @X= ft 11.90 12.21 Max @ Left End k -ft 0.00 -80.55 Max @ Right End k -ft -80.55 0.00 tb : Actual psi 20,466.3 20,465.1 Fb : Allowable psi 23,760.0 23,760.0 Beading OK Beading OK fv : Actual psi 4,869.9 3,421.3 Fv : Allowable psi 14,400.0 14,400.0 Shear OK Shear OK 10.64 14.94 21.27 5.09 3.16. 10.39 7.48 25.82 10.64 36.21 10.39 1.44 25.82 3.65 36.21 5.09 -0.538 0.058 11.42 4.03 538.5 3,378.1 Title : Dsgnr: Description : Scope: 1.00 Date: Job # ry " PERMIT CENTER I RECEIVED CITY OF TUKWILA MAR 1 4 2000 Om !10001 Steel Beam Design Page 1 Description 89 [General Information Steel Section : W16X67 Center Span 35.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 25.00 ft [Distributed Loads DL LL ST Start Location End Location Dead Load Live Load Short Term Center Defl. Left Cant Defl Right Cant Def ...Query Defl @ #1 0.121 0.133 35.000 #1 3.520 9.540 #2 [Point Loads #2 Location 10.000 L Summary I Using: W16X67 section, Span = 35.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 25.00ft, LDF = 1.000 Actual Moment 133.293 k -ft fb : Bending Stress 13.690 ksi fb / Fb 0.821: 1 Shear fv : Shear Stress fv / Fv Reaction @ Left 14.94 Reaction @ Rt 9.35 Fa calc'd per 1.5 -2, K *L/r > Cc 14.945 k 2.317 ksi 0.161 : 1 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 Title : Dsgnr: Description : scope � #4 #4 Allowable 162.328 k -ft 16.672 ksi 92.885 k 14.400 ksi #5 #5 Date: Job # Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #6 #6 #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Max. Deflection -0.953 in Length/DL Defl 1,104.9: 1 Length /(DL +LL Defl) 440.9: 1 [Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only a. Center tcD_ Center (rD. Cants a Cants Max. M + 133.29 k -ft 49.07 133.29 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 14.94 k 5.80 14.94 Shear @ Right 9.35 k 4.29 9.35 -0.953 in -0.380 -0.953 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 5.80 14.94 4.29 9.35 -0.953 0.000 0.000 0.000 14.94 9.35 0.000 0.000 0.000 0.000 k k Ij 0.000 in 0.000 in 0.000 in 0.000 in tRECEWED ow OF TUKWILA MAR 1 4 2000 PERMIT CENTEF Title: Dsgnr: Description : Scope : Date: Job # Psit SION! Steel Beam Design Page 21 Description 69 [Section Properties W16X67 Depth Width Web Thick Flange Thickness Area 16.330 in 10.235 in 0.395 in 0.685 in 19.70 in2 Weight 1-7oc 1-yy S-xx S-yy 66.91 #/ft 954.00 in4 119.00 in4 116.840 in3 23.254 in3 r-xx r-yy Rt 6.959 in 2.458 in 2.750 in RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER • ENGINEERS- NORTHWEST INC. P.S. ' 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. 2.411,41•• Joe NAME / or(NG pssfit18 CG1 SUBJECT 1 T- I . �7 i FDA PLAN DATE SHEET 1 OF C °4- BY 61/ 33" !D -Oo REC CITY OF MAR 1 4 ' 2 000 PERMIT CENTER cc 2 41 UO cn 0: rn w • LL, w O. u. Q : w H � Z ▪ O Z H uj U � 0 Hi UJ Z - H O � Z w U = O ~� Z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No JOB NAME DATE /�J SUBJECT SHEET OF `� CI 13 . y, K K (1.6K )•S• ikY'w7 C cq 1 3,3 T•5. 'I004 Cr 31.8 -r•s, K /`1 cc 5.1k 7 S 3 'I L 13 F. ic C 2 ,6•/K 1 'i /hi CS 71.' K 1 s xs x • C9 Z91K t 5. 14X'tX'1 Cio ZO.3K C IL: 1.11) rfD4 t ll r• S. 40)( T B D OF 'ha PosT pF L4rk4 F °n rt, 0 ()K(. O17 b ✓uwi 1 3 . 5 Tgp TBD plI.0 FY, D BY RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTEF .. z rt -I 0. 0 CO a: fn W; . ul 0 , 03, � Z ° D 'O - •. 0 H1 •= ; .. 0 -. 1- O , Project Name : Run desc*Ion:2000 psi allow soil big STARTING SQUARE FOOTING SIZE.(F?)..2 ENDING SQUAW FOOTING SIZE...(17)..8 FOOTING SZE INCREMENIS...-(11'...5 COW& SOt Ili FOOTING DEPTIL.-....(14)-..12 CST. FROM DOT OF FOOTING TO CG OF REBAR-(N)..4.25 FOOTING SCHEDULE -Teo? plzer:TID F•14-3: CONCRETE F'c..(KSI)..3 STEEL Fy...(KSI) 60 MIN REBAR SIZE (I).4 MAX REBAR SUE- ..11 MIN REBAR SPACING..(IN)..10 FIG Pe(k) D(in) ASx(in2) ASy(in2) Reinf X Reinf Y F2 7.4 2x2'x12.0" .52 .52 117 117 F2.5 11.6 25it2.5 .65 .65 216 216 F3 16.7 3'13)(12.0" .78 .78 315 315 F3.5 22.7 3.5 .91 .91 315 315 F4 29.6 4'x4'x 12.0* 1.04 1.04 415 415 F4.5 37.5 4.5)(4.5)12.0" 1.17 1.17 415 415 F5 46.3 5'x5)112.0* 1.30 1.30 515 515 F5.5 56.0 5.5)(5.5'x12.0" 1.43 1.43 515 515 F6 66.2 6'x6'x13.0" 1.68 1.68 615 615 F6.5 77.1 6.5x6.5x14.0" 1.97 1.97 715 715 F7 89.4 7x7'x14.0" 2.35 2.35 616 616 F7.5 102.0 7.5x7.5x15.0" 2.65 2.65 7/6 716 F8 115.2 8x8'x16.0" 2.95 2.95 716 716 ULTNIATE FOOTING OEFIH 1ACREMENTS..(N)..1 COLUMN DIVISION -X ANS-..(IN).9 COLUMN DIMENSION -Y 7o. 7:4-a4 v73 1/ FP1 RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTEP .0.AWA.14 ur rt 2 0 0 W i 0' g u. < co - w z 0 z 1-- tu Lu 2 a 0 C.) m 0 rz 0 I- LIJ; IL: I . Z o ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No L I zN 003 JOB NAME SUBJECT tot 4 Ig ti csc ANA+'= PaS+ (1-5 yto) Zg3g 0 vi ksic uu� 1`o Ps- rN -s rf .W Z - Lo c o , „ ;''6 Vs to 20 _ o� vs 2 P A _ / °XZ3 $ °/v aZ Z`+X`i� 1i22�r . ”°/0 4. s N % 0 . ri vs ( / \ vs P DATE SHEET BY II N D 4 1 0 L' k? / I" %q,551,.11 7-7-00 OF 1 ' 47 RECEIVED CITY OF TUKWIi MAR 4 4 200(1 PERMIT CEN I t; • ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 3/18/99 SEATTLE, WA. 98115 Input = cells shaded thus Job number Job name boeing mezzanine 97 UBC Section 1630.1.1 Redundancy Factor ( for shearwalls ) Definitions:- 1.) Wall = summation of piers in a line 2.) Pier = a segment of a wall Direction of earthquake e-w Wall on Grid Line 0 0 0 0 0 0 Pier 1 1 1 0 0 0 % of story shear to this wall = 8 39 54 0 0 0 % of wall shear to this pier = 100 100 100 0 0 0 Length of this pier (1w) = 20 14 7 0 0 0 As( ground area of the structure) = 2940 2940 2940 2940 2940 2940 Output Output Output Output Output Output % of story shear to this pier = 8.00 39.00 54.00 0.00 0.00 0.00 ri = 0.040 0.279 0.771 0.000 0.000 0.000 p calc.= -7.22 0.68 1.52 0.00 0.00 0.00 p = 1.00 1.00 1.50 0.00 0.00 0.00 p design = 1.50 For e-w Shearwalls Direction of earthquake n -s Wall on Grid Line 0 0 0 0 Pier 1 1 0 0 0 0 % of story shear to this wall = 50 50 0 0 0 0 % of wall shear to this pier = 100 100 0 0 0 0 Length of this pier (1w) = 20 48 0 0 0 0 As( ground area of the structure) = 2940 2940 2940 2940 2940 2940 Output Output Output Output Output Output % of story shear to this pier = 50.00 50.00 0.00 0.00 0.00 0.00 ri = 0.250 0.104 0.000 0.000 0.000 0.000 p calc= 0.52 -1.54 0.00 0.00 0.00 0.00 p = 1.00 1.00 0.00 0.00 0.00 0.00 p design = 1.00 For n-s Shearwalls NOTE :- In order for p design notto exceed 1.00, then ri max. = 0.369 & the pier shear for this structure must not exceed 3.688 % of the story shear per lineal foot of the pier. In other words a 20' -0"long pier should not carry more than 73.77 % of the story shear for this AB. FIEOEIVu CITY OPRIP . A 97eqshr MAR 1 i' rho shearwalls ft. ft. ft. ft. PERMIT Z w re U U O rn 0 N u_ W O: I • Z 1- 0: Z 1-; al at p U 0 1- W LL_ I- V L O` W Z 0 Z ENGINEERS— NORTHWEST INC. P.S. '6869 WOODLAWN AVE. N.E. - SUITE - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No SUBJECT 1K11,Kod3 1Kitvq t JOB NAME V = C✓ I V✓ Fr v4 c /6 3,0, Zl g , 7J -- R Vmr� : o: Cu; = O.// (o,36)(,) W ZoK� 3 (t-afIe ls-Q) (162 9.3) S p V 6 ovIc E= o E o, oyW (0,5 (1, o) �.,. o dr. l w (s ( 1316 1- -tie,. 7= �o .o z(11.'33 ) ti E (As Psf2J) Asu N.3 5 -w V- O» W Vil it 17 : 0 I zq tn/ DATE SHEET S (o •1 zq) t,/ 0-11q v✓ q .- 2 of t.�4 r By G � MyIanI R 9 w 4,1 9 t ti^'r h5 otry ap TU MAR 9 4 2000 PERMIT CENTEP ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX .# (206) 522 - 6698 JOB No. 2- Z4-v°1 Joe NAME 9 fl /s7 DATE / / SUBJECT SHEET OF LAt' ti/— 5 p,,eacT /o,J /011 Y 0.12,k4/ �jG.SP��tluPs�'psorer�7.o tlo z J v GL-4C S 4 0/17 ) qo + 1 -1y7- t— Sk.& V A O.,i9 ( `1d 1 (Z bo 112) 214 Pif a /won/ Ve-w V EMi 1u -1177 a 4 L- VE -,,.,Z = 0. (! - + 13110 +13' = ZvZ F 05.s1441.17 -)113 V a , - w = O. /z� 11ft 1311oi- 11 a'9) = 33t' J F BY 2.0 41,r5s. ) 131red RECEIVED CITY OF 1 UKWILA MAR 1 ' 2000 PERMIT CENTER II • • • • • • • 4. 4(-13/( 391 4,16 lk 'U Q 56 fe.t..r i. si.1.14:,37,011 if IP ' PLAN SCALE: 1/16"= 1'-O" . -- I -- I - 1+ to 6 c. ESIING RAMP Sal .J. NORTH 447t7eAL • RECEIVED orry OP TUKWILA MAR 1 it 2000 PERMIT CENTER z Lu 00 U)0 Lu uj 0 g u_ I-0 Z I- D O 0 0 ( S. Lu w z u j I 0 1= 0 z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No SUBJECT 7, Joe NAME t2ta. p4 r, I/4 5111m i-411 Grce4 F-- N -:$ II �i ��h /Ov1IYt- C 1/lv yd( 4 t g�ooi z <i3 G. 2.414 'U 3 -8 • a 2 / 2 f (713X3 = i " 24 9 — 6 F r SHEET 1- ✓ OF `pt— BY 2 DATE 3 -q-o° 2 t 2'f 2,3 — R w ( 1 ') 0,7,V? (46‘.1i) 3,°IIc x01_1,9)47,-, 9,74 k gc ) RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER 11. ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525 -7560 - FAX # (206) 522-6698 Joe No. iq%v1 00 JOB NAME Foe/it, DATE ` -00 L SUBJECT SHEET ` 5.1 OF BY C• gvf14- N's `- ciNe LA--4 I ( 4- I 1t OK � p 20 1, 0 '/ -Fluor 4i (oss - ' 4) 115 + /oloor 21 ply x 9 =Ve3 9.1 '�7 z1. Ns -1- 0.1(z,? Zv ; 61AC -��- 1t J ZO OrV 0 164 � - P &L, s�. he ` 0 13 Ive]\i 5 1 151 poi mom ,) oist..5 7 goy -6�, �tS T , 2,re �— p>♦D5 /4/45 cm- -&T 4oIJJo_,. /Vl0 . x 13 M OT - I t7� '1/4- M 0,1 ( lb 21,151G-Ct RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER z W . re 2 6 D v O` (0 o CO LD w w O. g a = d I 'D . H =. Z O ff; UJ U m = O , 'O ur LU 0 z n I ■ e KLAN '\ fi � may,. ' � 4 :V T SCALE: 1 /16 "= 1' -O" IC -> >/r UP /tee sita ) 1n• Pe� "� Unr .k.eh cost Z4V ps..F Cq s cl f NORTH 33° Z'L 3 RY L F 0 << RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTEF Z IX 2 JU 00 W lU J WO u. s9.a = F— W _ Z � F- 0 Z U O . — F- W W � u' O . wZ - I 0 Z ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No. ZNhN D03 JOB NAME n/M J Mezumint- SUBJECT Lideral _ l7 (tit pf. F - 33 0( >).- 13SZ(r- - zrot(2o)- ?an €31.7s)- ('ij / ✓e s : (3310 t x'1-1.9 t 3zI� 4- i6i6 4-109 _ 6.61 k- = 7 .o g k Rxv(s 3 ) = � k 0.3q y'l,zr 23•I' 6 " ,c4 V/< / 30 ZZ I ► � �c 1, a s J7 ...:... : „ (LS•Sfla Pre.► lfY "(sL. , f 6'I , K t id (z 51 4 1 -? 3309) x 40.0,9)=--- 17 ' /1I JJ 2. /6y 'cif A /, 71-"" DATE 3-1-00 SHEET 7 OF 1' BY e . SUILT 1 6/6 - ll9o016) lb'ic y i xn n / zr ;6. / _ -t4 1.35 K RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER z ~ w; D U. • UO co w ' w J CO LL • w O gQ in a uw , • z I-0. z H, .0 D H- ": 'W w. I • -0 w • 0- z ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No / p - W sheitriAlli 4 I M Y JOB NAME Both',, t&'lwutr DATE SUBJECT SHEET BY evtdse -0 'f ' 7.04 p.yiIri -F -, 51wathe.. is' 8014 ' des / = �o`fw �I k ft w ?�9 -F VL 0.9 M - O.' (71-40 x16 = 32.14 k -(? 4- 0.1(0.977)( = .0k- p4- -r elm K-f _ 4 6.2 t-F{- Z,9z,< -a S 3K /s•s us- P fi-fl6 C416 tilt_ /4 Q c ovaNtk , ( 1 `t 800 .0 0.k. 3-t3 _00 OF Cu t3u RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTE Organization of Forms 1994 Wasnrngton State Energy Code ComDtrance forms This document introduces the forms to be used for showing compliance with the 1994 Nonresi- dential Energy Code (NREC). The following fig- ure shows the overall organization of the form set. For simple projects, only a few forms are required; more complex projects will require addi -' tional forms. The forms explain the decision cri- teria for determining when a more complicated form is required. ENV Summary Project information Type of project Compliance opts. Glazing area % Can use simple? Summ. of Req. MECH Summary Project information Type of project Compliance opts Can use simple? Basic equip efficiencies LTG Summary Project information Type of project Compliance opts. Can use most • simple? Allowed and Proposed Watts ENV Checklist What goes on plans? Where it goes Reprint of General Reqmts. 1 ENVSTD Component Performance Worksheet Target & Pro- posed VA Wtd. Avg. SHGC Area Adjustment MECH Cklst What goes on plans? Where it goes Reprint of General Reqmts. Complex Systems Additional Checklist and decisionmaking for Complex Systems LTG Checklst What goes on plans? Where it goes Reprint of General Reqmts. D200GrO8 Motors Checklist For any project with motors cov- ered by 1437 or 1511 IN so Apt. 1994 All projects should complete, the Summary forms which apply (envelope, mechanical and/or light- ing). All projects should also review the Checklist forms to make sure all necessary information on compliance is provided. Applicable excerpts from the General Requirements sections of the Code are reprinted on the back of the Checklist forms. The need for other forms will be determined by project specifics RECEIVED fnNOF TUKWIIA MAR 1 4 2000 PERMIT CENTER The following is a list of the 1994 nonre...antial compliance forms their use. Envelope ENV -SUM Envelope Summary - Use this form for all projects where envelope work is to be done; there are sepa- rate versions for Climate Zone 1 and Zone 2. Show basic project information, compliance options chosen, summary list of required Insulation levels and U- factors: Back side has Decision Flowchart for Prescriptive Option and calcu- lation to determine area weighted Heat Capacity for the Masonry Option. ENV -CHK Building Permit Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. ENV -UA Envelope UA Calculations- Use this form if using the Component Performance Option; there are sepa- rate versions for Climate Zone 1 and Zone 2. Summary calculations of Target UA and Proposed UA. Back side has calculation of Target and Proposed SHGC, and calculation of glazing and opaque target area adjustments, if needed. Mechanical MECH-SUM Mechanical Summary - Use this form for all projects where mechanical work is to be done. Show ba- sic project information, compliance approach chosen, list of basic equipment & efficiencies (else this information goes on equipment schedules on the plans). Back side has Decision Flowchart for Simple System option. MECH -CHK Mechanical Permit Plans Checklist - Comprehensive list of all information required on plans for all options, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. MECH -COMP Mechanical - Complex Systems - Use this form if using the Complex Systems Option. Complex Systems Checklist has additional information required on plans for this Option. Decision flowchart is provided for determining which Complex Systems requirements apply to the project. MECH -MOT Electric Motors Checklist for electric motors compliance and schedule of installed motors, both for mechanical systems and other equipment. Lighting LTG -SUMM Lighting Summary.- Use this form for all projects where lighting work is to be done. Basic project in- formation, compliance approach chosen, alteration exceptions. Calculations of Allowed and Proposed Lighting Power for both Interior and Exterior Lighting if using the Lighting Power Allowance Option. Back side has questions to determine if project qualifies for the Prescriptive Option. Also has Lighting Power Allowance table /footnotes. LTG -CHK Lighting Permit Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including Component Performance and Systems Analysis. Also includes space for building department notes. CRy� MAR 1 4 2000 PERMIT CENTER Space 1-Ieat Type ❑ Electric resistance ❑ All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross rer if they w are insulated to the level el Exterior required opaque for opaque vralls. Total Glazing Area (rough opening) Gross Exterior (vertical & overhd) divided by .. Wall Area times 100 equals % Glazing 7 / S g � _ X mot X I 1 - _. ,/ I X 100 QD = �.�-AJ 1L� Concrete/Masonry Option ❑ Cheek here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address i 0 MIDLAND DRjve. (WILMPa2TJ) Date M 1 13, 2-00C) TuKW I L A r WA For Building Department Use • Applicant Name: 1..? AK !VC1 MANNERS Applicant Address: '3i _0/ #k Aa 'n NOM /'0 /IA Applicant Phone: 2126,- 2 .... 7 j b ..e 6Ig0}-0 Envelope Summary Climate Zone ENV-SUM 1994 Washington State Nantes dental Energy Code Ccmphanee Forms Project Description ❑ New Building ❑ Addition Ai Alteration ❑ Change of Use Compliance Option 1994 Washinaton, Late Nonresidential Enera Code Compliance Form Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) VerticaUOverhead Glazing Semi- heated space' Roofs Over Semi - Heated Spaces' T ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) Minimum Insuladon R- values ❑ ENVSTO ❑ Systems Analysis April. 1954 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/W.7 below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor 'Refer to Section 1310 for qualifications and requirements Notes: PRU M AKES tab A l 5CASTMENT )CIST1 CDLAZI • RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER z FZ W 6 J U U O w co U1 uj F- w 2 u.a O O _ ° I— 41 Z H Z O W UO OS. Ot— W Ili I� H lit Z O z All Insulation lnstalted? Opaque Walls R -19 Masonry walls (Mt) U -0.19 Masonry walls (other) U -0.25 Below grade walls (ext) R•10 Below grade walls (othr) R -19 Roofs over attics R -38 I other roofs R -30 Floors over uncond. R -30 Slabs- on-grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert. OH Area % U U SHOC 00-20% 0.40 0.80 1.00 A/I Insulation Installed? Opaque Walls R -19 Below grade walls (ext) R•10 Below grade walls (othr) R -19 Roofs over atos R -38 All other roofs R -30 Floors over uncond. R -30 Slabs -on -grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Critena Met? Glazing Vert OH Area % U U SHGC 00-20% 0.40 0.80 1.00 Envelope Summary (b. k) Climate Zone ENV -SUM 1994 Washington Slate Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories compose all space heating types: Other, All other space heating systems including gas, solid fuel. oil, and propane soave heating systems and those systems listed in the exception to electric resistance. (continued at right) ' All �•• / Masonry N . walls R -11 :---->•--441/ Criteria OK ?, `vnsuladon ?. -' no ' \below) ,/ Yes noT te yes 'y *`,Glazing no yes J V 'Opaque Walls R -11 I Below grade walls (ext) R -10 Below grade walls (cnrr) R -11 ,Roofs over attics R -30 (All other roofs R -21 IFloors over uncond.sp. R -19 JSlabs -on -grade R -10 :Radiant floors R -10 Opaque doors U -0.60 I Glazing Critena Met? All Insulation Installed? Glazing • Vert Area % U 00-15% 0.90 15-20% 0.75 20-30% 0.60 30.40% 0.50 no I !yes 1 1 1994 Washington S_ ate Nonresidential Enero Code Compliance Form OH U SHGC 1 45 1.00 1.40 1.00 1 30 0.65 1.25 045 Y All insulation installed? Opaque Walls R -11 !Masonry walls (Mt) U -0.19 :Masonry walls (other) U -0.25 :Below grade walls (ext) R -10 :Below grade walls (othr) R -11 !Roofs over attics R -30 !Alt other roofs R -21 Floors over uncond.sp. R -19 )Slabs -on -grade P.10 !Radiant floors R -10 (Opaque doors U -0.60 Glazing Criteria Met? iGlazing Vert OH f Area % U U 1 00.15% 0.90 1.45 1 15-20% 0.75 1.40 120 -30% 0.60 1.30 30-40% 0.50 1.25 no f yes l i i t SHGC 1.00 1.00 0.65 0.45 April. 1994 Electric Resistance: Space heating systems which use electric resistance elements • 1 as the pnmary heating system including baseboard, radiant, and forced air units Start 1 where the total etectrc resistance heat capacity exceeds 1.0 wire of tie gross I 11 condrdoned floor area. Exception: Heat pumps and terminal elecbrc resistance Y heating in vanabte air vclume distribution systems. ' Elect= Resistance no • \ Heat? i yes Prescriptive Path Allowed 1 Component Performance or > [Systems Analysis Required Yes r no ' Masonry \, / All \> Wall Criteria OK7yE walls P.19 yes \ no �irrsutadon�/ -c no Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Totals Area (sf) HC x Area Area weighted HC: divide total of (HC x area) by Total Area MINT RECEIVED CITYDFTUKWJLR MAR 1.4 MU yes CENTER no - Glazing?/ �T yes I no 'If the area weighted heat capacity (HC) of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are d; for all other walls, use Section 2009. z ~ W. 00 co W iW • w w o J . ? . af . z Z 0 O • to CI I- W I - • z N Building Permit Plans .. ecklist ENV -CHK 1994 Washington State Energy Code Compliance Forms April, 1994 Project Address ,(00 M 1171444 D Rtve., TuKwf t--A (w1t- MAR - ) Date M ,E{ l'3 2 J wA. The following information is necessary to check a building permit application for compliance with the building envelope requirements In the Washington State Nonresidential Energy Code. • Applicability (circle one) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type yes n .a. Electric resistance e no n.a. Other Indicate on plans that electric resistance heat is not allowed a -rl s o n.a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1 T 1311 Insulation yes no 1311.1 Insul. installation Indicate densities and clearances yes no .a 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles it eave vents installed; Indicate face stapling of faced batts yes no CD 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; yes no n,a. 1311.4 Floor insulation Indicate R -value on floor sections; • Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents ,�� yes no . 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected • yes no ,� V 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official yes no .a^. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of cross wall area yes no (I:a, 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings yes no 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessa • 1313 Moisture control yes no 1313.1 Vapor retarders Indicate vapor retarders on warm side yes no (del. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with seated seams for non -wood strut. yes nod a 1313.3 Wall vapor retarder Indicate vapor retarder on wall section yes no a. ) 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no n. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage yes no Cn.o. es no .a 1314.1 1314.2 Bldg. envel. sealing Glazin• door sealin. Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstrio.in• es no , -C 1314.3 Assemb. as ducts Indicate sealin., caulkin• and •asketin• PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Q Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary • Provide ENVSTD screen I output if necessary 1994 Washington State Nonresidential Energy uooe ta0111),1t1ai it.,o , no is circled for any question, provide explanation: f M t Fc K i t •t re4s, t U& N a GHP 'T'b 8UtL_ Dt C et\tVE..t ap RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER 1994 Washington State Nonresidential Energy Code Compliance worm Building Permit Plans ecklist 1994 Washington State Energy Come Compliance Forms • ENV -CHK April. 1994 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible. Insulation shall extend over the full component area to the intended R- value. 1311.2 Roof/Ceiling insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3112 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fury insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. insulation supports shall be installed so spacing is not more than twenty- four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the stab a minimum distance of thirty -six Inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -sbc inches. if required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on Model Size AA or 88. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. • 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified; independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1f3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Rooflceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of sox mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through waits, floors, and roofs; and all other openings In the building envelope shall be sealed, caulked, gasketed. or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight rating with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. RECEIVED CITY OF TUKWilA • MAR 1 4 2000 PERMIT CENTER Z re W � D. U (o 0 W F J NtL W 0, LL Q Cl) _ � � I— 0 Z U � 17 N . .01- W W Z pm: Z Protect Address p Mf�L.PtNp PRI Ye.) TtAKwtl_a LOA. ( \ WILdMAX TI) Date MARCH . l3 2.000 Space Heat Type ❑ Electric resistance ❑ All other For Building Department Use Glazing Area as % gross exterior wall area % Concrete/Masonry Option ❑ Yes ❑ No . Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- • x Area (A) = UA (U x A) R a , r N CD U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.40 . 0.90 >15 -20% 0•40 ' 0.75 >20 -30% not allowed . 0.60 >30 -40% not allowed 0.50 (see Table 13-1 for Conc/Masonry values) T4 c L • tii fu p 0 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0 U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Healing 0 -15% 0.60 1.45 • >15-20% 0.60 1.40 >20-30% not allowed 1.30 >30 -40°4 not allowed 1.25 (see Table 13 -1 for Conc/Masonry values) Opaque Doors U= Plan ID: U= Plan ID: U= Plan ID: Electric Resist. Other Heating 0.60 0.60 Roofs Over R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 . 0.036 Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: • Electric Resist. Other Heating 0.034 0.050 Opaque Walls' R= Plan ID. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating Ordinary 0.062 0.14 • ' Metal stud 0.11 0.14 ' Conc(int) 0.19 0.19 ' Conc(oth) 0.25. 0.25. Below Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. . Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Floors Over Uncond. Sp. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 I apei6 - uo -geIS R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating F =0.54 . F =0.54 (see Table 13-1 for radiant floor values) r 'For CMU walls. Indicate core insulation material. Totals For compliance: ` � Totals1 1994 Washinaton State IVonr i teal ci tCl Envelope UA Calculaf s Climate Zone 1 ENV -UA 1994 Washington Sate Nonresiaendal Energy Code Compliant. ,rms 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target o l UA. taS CITY OF TUKWILA LPL/III • MAR 1 4 2000 Apr:, 1994 1: OG= 2: OG= 3: VG= 4: 5: 6: Vertical Glazing I l List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical Glazing Plan ID: Plan ID: o Plan ID: Q Plan ID: Plan ID: Plan 10: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20 -30% not Mowed . 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. Totals For compliance: Totals Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan 10: Glazing % Electric Resist. Other Heating . 0.20% 1.00 1.00 >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. Totals For compliance: Totals 1994 Washinoton State Nonresidential Ener. Code Commence rorrti Envelope SHGC Calc tions Climate Zone 1 ENV -SHGC 1594 Washington State Nonres'penoat Energy Code Compliance Forms 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 1 7: Roofs over Attics Other Roofs Walls Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) [ f x %l -1 100 =17: Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1: 1) lesser (circle) 7: Proposed p q Proposed 5: Proposed Opaque Area 16: I Max OG Remaining 2: Target VG Area =19 18: O a ue Area Pro osed OG Area VI Target OG Area + 1: — + 2: — Total Ta get OG Area (sum #10 + #11) Proposed VG Area 1 3: Maximum Target Glazing Area J lesser (circle) 8: 10: 11: 12:. Target VG Area 19: 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. Target values 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. RECEIVED Aprd.1994 Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. CITY OF TUKWILA MAR 1 2000 PERMIT CENTER " z W' U O co W I U W WO < CO _a I-W z � Z� OF-- W UJ ' H 12 U. W z 0 1- z Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP • Flow Control Location of Service Location Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER • IPLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cim Econo Input Btuh Output Btuh Efficiency' Project Info Project Address,60 M n. p P / wlLµ T) ) • . ( Date ASH ,. ,2ew M KU-) � W To 1 LA A. For Building Dept. Use Applicant Name: % LPN ARat ITEM FLANNERS Applicant Address;g�o Q i t31A MTH AST M %AN � O� � MERCER I � Applicant Phone: w(9 230 .( 190+6 1.2:2•1 ,.....i1 V■■•■■• . . .......- Mechanical Summ ..- - MECH -SUM 1994 Washington State Nonresidential Energy Code Cc ance Forms July, 1994 Project Description Briefly describe mechanical system type and features. IM.HPANt lS r,31P DiErk L�NL U DES SZ-F'P1c Pf rE_ Su2:%(A. t-t-lj Alt,,,_ Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'It available. 2 As tested according to Table 14-1, 14 -2 or 14-3. a It required. ' COP, HSPF, Combustion Efficiency, or AF.�1� 5 CITYVT � TUKWI A MAR 1 4 2000 PERMIT CENTER Flow control types: VAV, constant volume, or variable speed. rew 00 N 0 w J W IL w O ° uj Zo D p 0 O N 0 H w w z — = . 0 F- Z System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? .•❑ <54,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (b. ^k) MECH -SUM 1994 Washington State Nonresidential Energy Coda Compliance FORT, Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type <5000 cfm? <70% OA eating/Cooling or Cooling Only Reference ■ Sec. 1421 J 54,000 Btuh r 1900 cfm" onstan olume it Cooled? ackage• yes stem? no Split stem? 54,000 Btuh 1900 cfm Use Complex System Heating Only no I 'i 0! illiy■u uIaw,w,u....__. _......0, _... . Simple System Allowed ( Reference Sec. 1420 J no o` no Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance In determining which Complex • Systems requirements are applicable to this project. July, 1994 Reference Sec. 1430 RECEIVED cm( OF TUKWIL Ai MAR 1 4 2000 PERMIT CENTER 00 o'. N W' W =: J F. N LL 0 : 4 J; u. <: ca 0: Z uf N : `W = U LL H' —0 W Z U u 0 Z Mechanical Permit - ans 1994 Washington State Nonresidential Energy Code Compliance Forms Checklist MECH -CHK July. 1994 Project Address � j b C N Iro L 0 PRivv� Kwl L A. £(A. wii.�.+ cit-r. l) ' D a te r,n�C0 I3, 2c' The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. . Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Eqpmt performance yes no n.a. 1411.4 Pkg. elec. htg.& clg. list heat pumps on schedule yea no n.e. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1412 HVAC controls yes no n.e. 1412.1 Temperature zones Indicate locations on plans Indicate 5 degree deadband minimum yea no n.e. 1412.2 Deadoand control yea no n.e. 1412.3 Humidity control Indicate humidistat yea no n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 ditt. day types yes no n.e. 1412.4.1 Dampers Indicate damper location and automatic controls yea no n.e. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yea no n.a. 1412.6 Combustion htg. Indicate modulating or staged control yen no n.e. 1412.7 Balancing Indicate balancing features on plans yea no n.e. 1422 Thermostat interlock Indicate thermostat Interlock on plans yea no n.e. 1423 Economizers Equipment schedule 1413 Air economizers yea no n.a. 1413.1 Operation Indicate 100% capability on schedule yea no n.e. 1413.2 Control Indicate controls able to evaluate outside air yea no n.e. 1413,3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yea no n.e. 1414.1 Duct sealing Indicate sealing necessary yea no n.a. 1414.2 Duct insulation Indicate R -value of Insulation on duct yes no n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping yen no n.e. 1424 Separate air sys. Indicate separate systems on plans yes no Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yea no n.e. 1441 Elec. water heater Indicate R -10 insulation under tank yea no n.a. 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools yea no n.a. 1452 Pool water heaters Indicate not electric resistance yea no n.e. 1453 Pool heater controls Indicate switch and 65 degree control yea no n.a. 1454 Pool covers Indicate vapor retardant cover yer no n. 1454 Pools 90+ degrees Indicate R -12 pool cover 1994 Washington state lvonreswetuiat tneryy l.uuC ‘Jumpticult.,c I trim If "no" is circled for any question, provide explanation: RECEIVED CITY OF TUKWILA MAR 1 ' 2000 PERMIT CENTER Mechanical Permit Plan hecklist MECH -CHK 1994 Washington State Nonresidential Energy Code Compliance Fem. . July, 199.4 Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to terrperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone, 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -ON: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The autocratic controls shall have a minimum seven-day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full Iced demands of 2 kW (6,826 Btu/1 or less may be controlled by readily accessible manual off- hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dampers. These dampers shall remain closed in normal operation until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat use during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combust on control. Exceptions: 1. Bcilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a moans for balancing, including but not limited to, darrpers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. • 1994 Washington State Nonlebtuenudt tnetyy v uuo w„ llamas , u„11 12 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling Iced. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 12 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. 1414.2 Insulation: Ducts and plenums that are constructed as part of the building envelope shall meet the requirements of Chapter 13. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulted in accordance with Table 14-6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one of the following: a. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. b. Air cooled, constant volume split systems, which provide heating, cooling or both, with cooling capacity of 54,000 Btu/h or less. c. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438. 1422 Controls: in addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same terrperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on packaged roof top fan - cooling units having a supply capacity of greater than 1,900 ctm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of all units without economizers shall not exceed 240,000 Btu/h per building. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and/or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only ' comfort conditions. RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER Mechanical - Com •. x Systems Checklist 1994 Washington State Nonresidential Energy Code t,_ .dance Forms MECH -COMP: Juy, 199.5 Project Address �loV rI IPLANP PICIVev IL:0 w+ LA. LOA . C MA�e. ,' Date ta Aft 0 l3 20c. The following�additionai information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This Information must be on the plans since this is the official record of the permit. Having this Information in separate specifications alone Is NOT an acceptable alternative. For Building Department Use Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yes no n.a. 1431.1 Field assem. sys. Provide calculations 1432 Controls yea no n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2 Temp. reset control yea no n.a. 1432.2.1 Air systems Indicate automatic reset yes no n.a. 1432.2.2 Hydronic systems indicate automatic reset yea no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption yea no n. a. 1434 Separate air sys. Indicate separate systems on plans yea no n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yes no n.e. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yea no n.a. 1437 Elec. motor eftic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency yea no n.a. 1438 Variable flow sys. Indicate variable flow on tan and pump schedules If "no" Is circled for any question, provide explanation: 'Y ' C�D C C�N - S�P�r�c - rte 9ur Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1432.2 Hot Water Supply Temperature Reset Controls Required Capacity of HW Heating System Greater Than 600,000 B ruh? Air System Serving Multiple Zones Field. Assembled Equipment? Section 1431.1 Calculations of Total On-site Energy Input & Output Rquirecl Section 1432.2.1 Supply Air Reset Controls Required 1 Start Here Section 1411.1 Equipment Pert Shall Meet Tables 14-1 through 14-3 (continued on back) RECEIVED CiTY OF TUKWILA MAR 1 1 0 2000 PERMIT CENTER ? Z ~ W 0 O co W J t— III O Q 2 Q g a. _ ° . 11W Z � F- O Z U O ._ N ' 0 I I IL 5 i11 Z — I O ~. Z Mechanical - Comple* S stems (back) 1994 Washington Slat* Nonresidential Energy Cods Compliance Fr 1412.5 Provide Microprocessor Heat Pump Controls Cooling Capacity> 20,000 Drub? Supply Air> 5003 CF?t & Outside Air > 70%? Cooling Capacity > 54.000 /huh? Packaged Rooftop Unit? Cooling Capacity > 5:,000 Btub? Multi• speed Motor in a Muld•speed System? Non•Elccoic > 23.000 Huth Cap city? Section 1433 Alt•ide Economizer Required Fans or Pumps >10HP? Section 1435 Fan Powered Terminal Units Required Section 1433 Variable Flow Devices Required VAV System? i Section1411.4 Muu be Heat Pump 1 0 0 V (continued from front) No Ekcvic V 1 I+ 0 Section 1412.6 Modulating or Staged Combustion Controls Required vi Section 1436 50% Effective Heat Recovery System Required Section 1435 Simultaneous Heating & Cooling Prohibited Section 1437 Motors Mutt Meet Efficiencies in Table I4-4 • No July, 1994 RECEIVED CITY OF Tt1KWRA MAR 1 4 2000 PERMIT CENTER ' • • _ r _ r V 1994 Washington state En.rgyCom, Compliant. Form. `, Apnl. 199.4 Project Address /_O M11�LA NC' PR) V � 1 KI.Ui C.,& WA - v/ Date .5 . _ l s - c, Complete the following for all design A & B squirrel -cage, T•frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies) For Building Department Use . Motor No. or location HP Type (open or closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency • • Open Motors Closed Motors Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14-1 or 14-2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less-efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Synchronous Speed (RPM) 3.600 1,800 1.200 3.600 1.800 1.200 HP Efficiency (%) E>rcienc (%) 1.0 - 82.5 80.0 75.5 T 82.5 80.0 1.5 82.5 8.4.0 84.0 82.5 84.0 85.5 ' 2.0 84.0 84.0 85.5 84.0 84.0. 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 4- 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 T 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 . 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 _ 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 - 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 Z w J U. O 0 (0 0 W W J rn u, wo g Q rn d . W _. Z F. 1- 0 Z I- 0 . O • N o t`. w u. ~O w Z 0 o O Z Project Info Project Address � D i i p Np r -y, t vg / w i . A _ / . 9 C 1. 1 A Date 11, , Low For Building Department Use 71.4 K w t LA . Watts Proposed Applicant Name: % LPN Aga.).rrccr5 tri.ANNERs' Applicant Address: "'nye. *pyrTi/E pl NAND ILA W Applicant Phone: so(D -- 1'0( 1 $040 - Location • Fixture Description Number of • Fixtures Watts/ Fixture Watts Proposed 1 FL.R / to % — leb oFFtC.E 1.'L- DIVED 3 Zty. 2 Ic,r /oq -►to REST 9,00r'.tg , ?, t- 211- Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area In ft Allowed x Area 1 FL.R / to % — leb oFFtC.E 1.'L- $ 2 VIS VI' 3 Zty. 2 Ic,r /oq -►to REST 9,00r'.tg , ?, t- 211- .. From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts ''2 B Lighting Summary LTG -SUM 1994 Washington Sate Nonresidential Energy Code Compliance Forms Project Description ❑ New Building ❑ Addition Alteration Compliance Option ❑ Prescriptive A Ughting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage Is not being increased Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Is� 101 -- �O$ l4Tf loq - ►tp i.sr /cl — log Fixture Description 2x a FLUoReSCEvir, s - -'-4e, TS IA 4- 'LuoREc tznl� 2 -tueSE T43 Number of Fixtures '')3 Watts/ Fixture `("p4. (v Exemer Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Watts Proposed e S 25 (o 20. FLAIDRESce.NT wl ' ILiHT L.tl -IT e ?EM FT Maximum Allowed Lighting Wattage (Exterior) Location Covered Parking Open Parking Outdoor Areas 1994 Washington State Nonresidential Energy Code Compliance Form . Description Bldg. (by facade) Bldg. (by perim) 7.5 Wilt Note: for building exterior, choose either the facade area or the perimeter method, but no both) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) � „ =,�; . Total Proposed Watts may not exceed Total Allowed Watts for Exterior 1(0 Allowed Watts Area in ft per ft or per If (or If for perimeter) 0.2 W /ft 0.2 W /ft 0.2 W /ft 0.25 W /ft Total Allowed Watts Total Proposi Its PERMIT CENTER July. 1594 Allowed Watts x ft (or x lf) 4 7 Z I Ce 0 0 U) L -9 (— W LL Q tn0 a F._ z �. ZO uj 0 O D 0 t— w w : 0 : o w z Z Use' LPA (W /ft Use' LPA (W1ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banouet/conference/exhibition halt" 2 Assembly spaces auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shoos 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses". storaoe areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages see s.C.ion 15°2 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 I/ toilet facilities and washrooms 0.8 Offi buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 Lighting Summary (ba 1994 Washington State Nonresidential Energy Coda Compliance Forms LTG -SUM July, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type is 'Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. It not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T - 5, T -6, T -8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 1994 Washington State Nonresidential Energy Code Compliance Form Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit PowerAllowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet.' 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, RECEIVED computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (accarifiPFOKWILA. of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. MAR 7000 11 PERMIT CENW. Z ~W re W UO CO o • CO I 1 CO IL. O. WW LL Q: co _° p_ W Z � I- O Z I- W ai U .O N. • 0 144 I- - V I- - - O Z W • U =. O ~ • Z Lighting Permit Plate Checklist LTG -CHK 1994 Washington State Nonresidential Energy Code Compliance Forms July, 1994 Project Address 3 (p 0 , 1 , t-- ,, PRt0E t TtAmoi LA W 1 L.M Mkt Date GH 13 1-cro The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. • Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes Li TING CONTROLS (Section 1513) y no a.a. 1513.1 Local control/access Schedule with type, indicate locations yes no 1513.2 Area controls Maximum limit per switch / 1513.3 Daylight zone control Schedule with type and features, Indicate locations 'I'P no n.a. vertical glazing Indicate vertical glazing on plans yes no (.... overhead glazing Indicate ovemead glazing on plans yes no mfr? 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, Indicate location yes no (a) timer w/backup Indicate location yes no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes no 1513.6.1 (a) occup. sensors Schedule with type and locations yes no . ' 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520 -22 or 1530 -32) .A10 Lighting Sum. Form Completed and attached. ..... Schedule with fixture types, lamps, ballasts, watts per fixture ELECTRIC MOTORS (Section 1511) yea no eli.i7 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1994 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: -- OM. ■ MU N1 L t/ i t T f Sw tTC.t IS AS A L LUwU) 2E ( Gv0E- Lt kt-t;T1 E LS SIP pec N u N PEI S'e RME- t t3, . i TEAL. l RECEIVED CRY OF TUKWILA MAR 1 4 2000 PERMIT CENTER . Z 00 too m ow J cow W O Q U 3 I•'_ W Q o I f- - " O iui z O ~ 2 1994 Washington State 14onreslaenitat mrteryy Lruuc ,,N „u „tea , vt Lighting Permit Plans • - cklist LTG -CHK 1994 Washington State Nonresidential Energy Code Compliance Forms July 1994 Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. Exceptions: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 15132 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. Exceptions: 1. Industrial or manufacturing process areas „as maybe required for production. 2. Areas less than five percent of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All dayiighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant-sensing automatic controls, which control the lights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. . 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 25,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shutoff” feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5 percent of footprint for footprints over 100,000 ft2, whichever is greater. RECEIVED • CfTY OF TUKi IIA MAR .I 2000 PERMIT CENTER iY 2 : 00 N0 tow N � . l a 0 LL Q Ee H III Z O Z j 0 O N 0 F— LU w I i— U LL 11 P. U =: 0 F” z If JU N 0 5 2000 c o►�Eiteld /Material Report �E�EL ur Report Number: 16031 :lf 'fit fS f! SSSSf ltSS f1 fSf """"1 StltStiif � 3Si . SS f ? t! Sj,(`t3�jt ff�t• Sliff SSff Sfl ff i .'sy;;;tf! f ft. ";fit SSS !Sf SWUM ft "(tly t "YfSfifi 't 3 0. tittlRttLifttttt. tttlt itutE.t> ! t m.,, f �: ' i . ': t ":.... l!� tif SS S 7 : : ft " data ' # ^� : v; �: ::: ,, « >•::<zz4;:a; ^:::�, :::r, t . .. t t t; ttt tt pttttt * tZtttttu�tlttt 1 01: t ?t{ 1441 ;tiLLLtitiLL 1 lilll 1111 Illlllillllillillillllliiiiiiillllt�tl�� 'l�€1 � • `. �i ��t1�1�1�iI i l t Ililtllilliil Ililfi' tilili' llllliilllllllli ?�1 €tll�l'l €Il Client Name: SGA Corporation Contact: Client Address: 6414 204th st SW #200 Lynnwood, WA 98036 Date: 4/28/00 Supplier: Miles Mix Number: 01550 Plant Number: 3 Ticket Number: 0500238 Truck Number: 022 Number of Samples: 3 Yards placed: 8.5 Design Strength: 3000 Distribution: MI Client ❑ Architect ❑ Engineer ❑ Contractor 12 Municipality ❑ Owner /Other Project Number: 00 -177 Permit #: r1`4d0 Project Name: Wilmar Address: 360 Midland Dr- Tukwila Concrete Temperature: 62 Air Temperature: 52 ASTM C 1064 Slump: 4 ASTM C 143 Air Content: ASTM C 231 Time Sampled: Added Water: Admixtures : 04365 5/5/00 7 6 X 12 28.27 1/1 111060 3930 C 1231 Pad Cap 04366 5/26/00 28 6 X 12 28.27 1/1 149190 5280 C 1231 Pad Cap 04367 5/26/00 28 6 X 12 28.27 1/1 138850 4910 C 1231 Pad Cap Date Mailed: Tested By: Reviewed: All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden . IUY.1L'5'i 2ri ,t TUKWILA PUBLIC WORKS Inspection Performed: Reinforcing Concrete Location: Footings Grid Lines/Location: Column footing for mezzanine between grids 6 & 7 and G.5 and J.5 line. Remarks: Resteel per detail footing schedule on S2. Concrete was consolidated. Water added at request of the contractor. ® Conforming to approved plans Inspector: Bob Otto Reviewed: Chris McBride Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 6WOO Preston Norgar Alan Hale 2 tY 2 U 0 to W co L W. J W O u. N I �. I— I— ,— 0 Z H: al Ill V O NI 0 H W W '. Z tL 11 Z Cr O Z I Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e I S o i I s W o o d June 14, 2000 File: 00 -177 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 roject: Wilmar Address: 360 Midland Drive Permit No.: D2000 -082 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 1. Reinforced concrete 2. Epoxy anchor bolt installation 3. Structural steel erection -to include high strength bolting and on site welding To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President CC: SGA Corporation -Mike Wheeler nil 1 u Tti' .\AflLj\ �( PUDi_iO �.', l.�P i�'CS RECEIVED JUN 1 9 2000 COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 (0 al! CO u.1 w O (0 D O' z tu 2 Di IQ Ni w' . � U •Z z RECEIVED JUN _l 2 2000 COMMUNITY DEVELOPMENT tw ; T e stiabo 1 f Client: SGA Corporation 6414 204th st SW #200 Lynnwood, WA 98036 Contact: Date: 5/19/00 Distribute Client ❑ Distribute Engineer Distribute Municipality ❑ Distribute Contractor ❑ Distribute Architect Field Report ory; f ro " '3:8316 ,ii*N a P� a fk 1800tille G. 0 1 R • o • ? r 805 • P 88 F t42 016 ', t; x i 1 "'. ;r i 64,4 Time: Project Number: 00 -177 Permit #: Project Name: Wilmer Address: Report Number: 25815 360 Midland Dr- Tukwila Temperature: Epoxy Bolting Inspected epoxy bolting at shear wall at north and west locations and at Simpson PHD5 at corner. Inspected off City of Tukwila approved drawings, stamped 5/16/00, revision #1. Anchor bolts at shear wall installed per detail B -2 with 3/4" rod embedded 4 3/4" into concrete, 2' OC. Anchor bolt at PHD5 installed at corner per detail C -2, 5/8" rod embedded 8" into concrete. HD not installed to wall at the time of inspection as S6A missing screws. Contractor utilized Hilti Hy 150 Epoxy. Inspector: Allen Wycoff Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Aco RECEIVED MAY 1 0 2000 COMMUNITY DEVELOPMENT Report Number: 16031 :R Testing Laboratory, inc 7 Ave N E , Park 180 -Suite C101,,Redmond, WA 98052;; Phone 425 881:5812 Fax '425.881: 5441 1 Z Client Name: SGA Corporation Project Number: W Contact: Permit # D2000 -082 Client Address: 6414 204th st SW #200 Project Name: Wilmer tJ ' U O Lynnwood, WA 98036 Address: 360 Midland Dr- Tukwila N W = J F - Date: 4/28/00 CO LL W O; Supplier: Miles Concrete Temperature: 62 g ._ Gc J! Mix Number: 01550 Air Temperature: 52 ASTM C 1064 co O ' Plant Number: 3 Slump: 4 ASTM C 143 F' W : Ticket Number: 0500238 Air Content: ASTM C 231 F-' Truck Number: 022 Time Sampled: 12; Al Number of Samples: 3 2 n Added Water: CI., Yards placed: 8.5 Admixtures : N :01- Design Strength: —. 'W W Inspection Performed: Reinforcing Concrete Location: Footings i— p LL 0 : Grid Lines /Location: Column footing for mezzanine between grids 6 & 7 and G.5 and J.5 line. O ; Remarks: Resteel per detail footing schedule on S2. Concrete was consolidated. Water added at 0 N Z . request of the contractor. O H W Conforming to approved plans Inspector: Bob Otto Reviewed: Chris McBride Z 3000 Field /Material Report Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 04365 5/5/00 7 6 X 12 28.27 1/1 111060 3930 C 1231 Pad Cap Date Mailed: 5/12/00 Tested By: Preston Norgar Reviewed: Alan Hale Distribution: y: Client Architect Engineer Contractor Municipality Distribute Owner /Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden MAY 161117 E'Ut�Li p ct RECEIVED M4Y 3 0 2000 DE E L MUNITY Field Report AAA_,j,,, the T126 80th•rAve NiE Park. Su ite;C101;.Redmond' =,I i 98,052Y j +Ai(*' 1# t Sn» ' 881 581Y 180 ;n P '4� <: xt + k Phone,425: 1425 * 88, 51 I . ptd., icY'. �L•. wlSl n. Ui�A :}'..riv:d:JTT.KIY R oy .4LJv 4 Y��' '�lli�'�.woMF� Client: SGA Corporation 6414 204th st SW #200 Lynnwood, WA 98036 Contact: Date: 5/8/00 Distribute Client ❑ Distribute Engineer Distribute Municipality ❑ Distribute Contractor ❑ Distribute Architect Time: Project Number: 00 -177 Permit #: Project Name: Address: Wilmar Inspector: Mike Sorantino Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Pi'Ud "?..;(31 Report Number: 25656 360 Midland Dr- Tukwila Temperature: Visually and manually inspected a number of A325 3/4" high strength bolts connecting steel frame at mezzanine level. Bolts tested appeared the snug tight condition as defined in AISC specifications and at least flush with nut as required. Also visually inspected welds throughout structure (at mezzanine level). Welds appeared adequate and satisfactory as per AWS D1.1 and plan provided. Welded connection at J.2 and 6.3 appeared adequate, but did not match plan provided. Contractor stated that verbal permission for revision was received, however, written revision was not yet available. Also, visually observed installation of a number of epoxy anchored parabolts, ground level, north and west shearwalls, with the exception of 6.2 +H.2 which is yet to be back poured. Drilled holes appeared of sufficient depth, (4 3/4" as per S/2 of plan) sufficiently clean and free of debris, and epoxy installed according to manufactures recommendations. Anchor bolts throughout steel structure appeared snug tight as required. 6 -14 -2000 1:52PM FROM AAR TESTING LAB INC. 4258815441 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d June 14, 2000 File: 00 -177 Dave Larson City of Tukwila Building Department 8300 Southcenter Blvd. Tukwila, WA 98188 Project: Wilmer JUN 1 k 2000 w o ; Address: - - PERMIT CENTER Permit No.: ' ., uu -uez gQ z cy: � z H, I- O z t—. 2 o ' U 0— , o t— 2 5 u. H To the best of our knowledge all work inspected conformed to Tukwila Building Department z '. approved plans, specifications, UBC and related codes and /or verbal or written instructions from v ift the Engineer of Record. This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent, 1. Reinforced concrete 2. Epoxy anchor bolt installation 3, Structural steel erection -to include high strength bolting and on site welding Sincerely, A.A.R. TESTING LABORATORY, INC. of‘r;de44 C2'40 Kimberle Anderson President CC: SGA Corporation - Mike Wheeler A.A.R. TESTING LABORATORY, INC. CONITIUCT10N IN$PIOT10N AND MAT NIAL TGA•NO NATIONALLY ACCIPTIO LADONATODY Tel: (425) 881 -5812 Fax (425) 881 -5441 •7126 180th Ave. NE • P.O. Box 2523 • Redmono, WA 98073 P. 2 re we. 1 V' 0 fECENED CO W CITY OIw TUfKWUA J I . • Y• r:lnm,n.•n,,,...... x.....r.,w..w....a., pasts•Or,,nt.•! +��,.w,zYr7t! ^+ rr�eS!« s' ACtM� 'ItT!.q`t�Ylr.*Y'Rxn'!N•:*.W wtNITI Tx!Rb• • IN. N4Wro? NDONYR';SC[+71WONAT.. • , i a ARCHITECTURE & PLANNING, INC. ROYCE A. BERG, A.I.A., PRINCIPAL 3003 80TH AVE SE MERCER ISLAND, WA 98040 MEMORANDUM 2. Parking espectfully, oyce A Berg Principal 1. Existing Building 70,190 SF (Note: this is gross area under roof, usable area is less) Existing West/Office Area 1S Floor < +2,838 SF> Proposed East Office Area 1S Floor < +3,167 SF> Existing Warehouse ±63,185 SF Existing West Office 2 "d Floor ±2,680 SF TO: Tammy Beck, Permit Technician DATE: 04/12/00 City of Tukwila 6300 Southcenter Blvd #100 PROJECT: Wilmar Tukwila, WA 98188 360 Midland Drive PROJECT NO: 99033 RE: Development Permit Application — Tenant Improvement Number D2000 -082 — 360 Midland Drive, Tukwila, WA Total Office — 2,838 SF, 3,167 SF, 2,680 SF = 8,687 SF without future mezz use Parking required @ 1/300 SF = 28.9 = 29 Total Warehouse 63,185 SF Parking required @ 1/2000 SF = 31.6 = 32 61 stalls required 73 provided Future mezz — if office @ 2,944 Parking mezz @ 1/300 SF = 9.8 = 10 Maximum 61 stalls required if mezz changes to office under future permits. Note that this would be less when and if useable floor area calculations are completed for building, but meets city required standards as is. cc: Rusty Cantalini, Frank Agostino PHONE: (206) 230 -6648 FAX: (206) 230 -6647 CORRE4,TION LTR# I Dzomosz City of Tukwila r-, Department of Community Development Steve Lancaster, Director DATE: March 14, 2000 APPLICANT: Wilmar Corporation RE: D2000 -0082 ADDRESS: 360 Midland Drive PLANNING DIVISION COMMENTS IR:ECERT APR 1 0 2600 LPN Architects & Planners Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. No information is provided on the amount of parking needed for the existing use, as well as the proposed tenant improvement. Enclosed is a copy of the Off - Street Parking and Loading Regulations (TMC 18.56) for Tukwila and the development standards chart for the Tukwila Urban Center district, where this site is located. The required number of parking stalls is based on useable floor area; areas such as stair wells, break rooms, rest rooms and corridors are not included in the calculations. Please note that the required number of parking stalls for office space is 3 stalls per 1,000 sq. ft. of useable floor area. c; \odrol\soneral \d2000.082.doo Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 C4 1 U O; N 0 , W �� g Q LI = v , w z �.:. o uj U0 U : 0 I — ', w w . O w z; U N; z ■ • April 6, 2000 Allen C. Wyttenbach LPN Architects & Planners 3003 80 Ave. SE Mercer Island, WA 98040 Dear Mr. Jeffers: ACTIVITY NUMBER: D2000 -0821 DATE: 3- 143 -2000 PROJECT NAME: WILMAR CORPORATION SITE ADDRESS: 360 MIDLAND DRIVE XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: ing Div W P u I'c W,gr��k r ! &,W Ik s 31(1 - r'I Complete I I Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP �p Fir Prevention Punning Division 4w C-44o Structural TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: veQ 3 i 4�v Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE:3-1 4-2000 Not Applicable n Comments: No further Review Required DUE DATE 4- 11-2000 DATE: Not Approved (attach comments) DATE: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: z w - aa 2 JU 0 0 , N W= J N LL w 2 J I H =. z � w 2 U 0 o 1- w L I O . z OH z * .��.• ACTIVITY NUMBER: D2000 -082 DATE: 4 -13 -2000 PROJECT NAME: WI LMAR CORPORATION SITE ADDRESS: 360 MIDLAND DRIVE Original Plan Submittal XX Response to Correction Letter # 1 Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved VIEW I AU[ L`q PERMIT (200RDZ4R PLAN REVIEW /ROUTING SLIP n APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n PIA Division Permit Coordinator DUE DATE: 4-18 -2000 Not Applicable n DUE DATE 5 -16 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Pr ACTIVITY NUMBER: D2000 -082 PROJECT NAME: WI LMAR CORPORATION SITE ADDRESS: 360 MIDLAND DRIVE DATE: 5 -12 -2000 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: �j�� Bug Division M Fire r e�rention G 5Ib.00 ' 5 -�.a) Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved Y`RROUIF.000 vrI APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: omft PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Approved with Conditions Approved with Conditions TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division n Permit Coordinator Not Applicable No further Review Required I111 DUE DATE: 5- 16-2000 Comments: DATE: DUE DATE 6-13-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: z ~ w re 2 0 to w w J CO w w g Q . co d . = w F- z � w o w ON F- LU W '. LLO w z , OH z 1 Revision • No.. Date Received Staff Initials -• Date Issued - ''Staff Initials *I I 5- - 00 1` I u 18- u I l E: iv Summary of Revision: /� Ai es ro. • AI. , 1:I r - IL as loci 4- Co ) 'O • . . • Received By: Kf}CL to Revision No. Date Received Staff Initials Date Issued Staff .. Initials I I Summary of. Revision: Received By: Revision No. • • Date Staff Initials Date Issued' Staff Initials I I Summary of Revision: • Received By: Revision No. Date . Received I Staff Initials Date I Staff Issued Initials I _ ...-- --. I Summary of Revision: Received By: PROJECT NAME: VI II r r r Co rporo io - PERI..iT NO:..DZOUC) = 0 . 82 Site Address: 3t 0 ' 14 land Dr. -- •• Original Issue Date: - Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) (please print) (please print) Staff Initials !:' "... �.._ z re w. 00 N ILI J F-. W w < to I v. I- al Z Z o w uj M o. U 0 — 0 H' w u O 0- z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/11/00 Plan Check/Permit Number: D 2000 -082 Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: WILMAR CORPORATION Project Address: 360 MIDLAND DRIVE y .. - `1Li City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 - coo 0 0 4 1S Contact Person: Royce A. Berg, LPN Architects Phone Number: 206/230 -6648 Summary of Revision: See attached parking tabulation memo 4/12/00 by LPN. Sheet Number(s): N /A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e; Entered in Sierra on L4 — I tC 1 !v 0 04/06/00 - • +:r.: — • d:i1..x"..r+ 4. - %tr:, :; : : 'ai?i ; 1: " 13 : ' tr Date: 5/12/00 Plan Check/Permit Number: 000 —O82 ❑ Response to Incomplete Letter O Response to Correction Letter # Revision submittals must be submitted in person at the Permit Center. Revision. 3vjll not be accepted through the mail, fax, etc. Revision n Project Name: WILMAR CORPORATION . 101 A 2 ?AI" 360 MIDLAND . DRIVE .. mw ii... c,N t e. Project Address: Contact Person: Royce A. Berg. LPN Archi tprtt Phone Number: n6/2304548 Summary of Revision: Revised Structural Drawings reflecting as —built conditions. SheetNumber(s): 2 Sets Structural — Sheets Si. S2 and S3 dated 4/7/00 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (Entered in Sierra on after Permit is Issued City of Tukwila . Department of Community Development 5-Z-OO 6300 Southcenter Boulevarc4 Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 John W. Rants, Mayor Steve Lancaster, Director cr Y o F e TUK W riA 0629/99 Fire Department Review Control #D2000 -082 (510) Re: Wilmar Corporation - 360 Midland Drive Dear Sir: 1 r. Ciiy of Tukwila Fire Department 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. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 City of Tukwila Page number 2 3. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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 unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief 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 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z 1z w J U 00 U) 0 . J =' H � w 0 : u_ = 0. I O z w uj 0 0. 0— 0 H: W I I-- U. 0 .z w 0 CO 0H z City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 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 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 4. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206 - 575 - 4439 Stever' M Mullet, Mayor z re w QQ � . J U U Cl) 0. W = J .. W O 2 Q = w HO Z I-, ILI 'Li U 0 CO .O - off W I- U _ LL w Z U 0 z City of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 4 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) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) Steven M. Mullet, Mayor Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2) ) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 City of Tukwila ila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief z 1-w et 2 Page number 5 6 UO to 0 W= J � CO LL W O front of the panel . (NEC 110 -16 (a) , NEC 110 -16 (c) ) 5 u. Q Each circuit breaker shall be legibly marked to = w indicate it's purpose. (NEC 110 -22) I'_ Z 1 7 . Your street address must be conspicuously posted on 1 ' 0 the building and shall be plainly visible and legible from w w the street. (UFC 901.4.4) ? 0 8. Required fire resistive construction, including 0 . ' occupancy separations, area separation walls, exterior walls due to location on property, fire resistive z v . requirements based on type of construction, draft stop ~ partitions and roof coverings shall be maintained as L I O specified in the Building Code and Fire Code and shall be ui properly repaired, restored or replaced when damaged, 0N altered, breached, penetrated, removed or improperly ~ O / installed. (UFC 1111.1) z 9. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 10. When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43 -7. (UBC 713.11) 11. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 12. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ! City of L ukYY lla Steven' M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 6 such condition or violation. Yours truly, S The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Kind of Fixture Fixture Units ' No. of Fixtures .:•: Total Fixture Units Public Private Public Private Bathtubs and/or shower 4" ! " Dental units or lavatory .. , .1 :: 1 4` Dishwasher 4- ..; . t -.1 4 2 Drinking fountain (each head) , 1 1 Hose bibb or sill cock 5 3 : ; . Laundry tub or clotheswasher .4 • 2' Sink, bar or lavatory 2'::. • 141 3 • W Sink, clinic, flushing 10° .10°:; Sink, kitchen 3.. •4 2:`; Sink, other ,. ; • -2.: .. Sink wash, circle spray • -'. °. ';?4t,; ?,^ r2 Urinal, flush tank • • : .: .: :1,3 ; ..^. 3 .. . . , .. Urinal, pedestal ;' • -.": '10 • 10'e . `. •'14. Urinal, wall or stall Water closet tank 5 , 3 Water closet, flush valve 10 :6 - ''. ��f 0 KING COUNTY A. Fixture Units Non- Residential Sewer Use Certitication. (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or pe) Owner's Name rola Nal C kiekt ON M S A� I TRUST Property Tax ID # 8€3 V — 01 ce — O 1 Property Legal Address: 4 2 l aet a F,M Is at) p rty g 13 4 + � q Inl to, SEA, WA. °1%011SW Building Name (if applicable) Subdivision Name INCUS. fAtt1C Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street M 1 VL4 ' 1ViF Address ' D M 1171. *,0' V216e.. City, State, Zip TUKW i LA '%'V A .% 181 SS QUA_C-t,) c. W YTIENSRCH Owner's Phone Number ( ) or Property Contact Phone # (40) 2.-' 2, O - (D ( 0 1 - ,• Owner's Mailing Address: (if different from above) City or Sewer District 1-3/2_4 4 Ave.';‘ `'14 Date of Connection /r5 E- LtZ4 GTQ /O /-- /E 0 Side Sewer Permit # Fixture Units x Number of Fixtures •='Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units • 1058 (Rev. 11/98) 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) = — C. Total Residential Customer Equivalents: (add A & B) A B rL -or? 2.0r) RCE Yellow - Local Sewer Agency Pink - Sewer Customer Date py`e14. ) ) 2000 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of ti ve 4 / / 12 Representative � 1/ P 1 e resenave .[ A ' � ,v Print Name of Owner/ ,4 H17&i Representative M IC.t4A -cL D. SIN • White - King County t 1�viwt:APArrom,tettw wt ae!M r,n e ery.e,retr�,. , ,,,A,!!r.v!e: u* -..+- r -vn - ,,,,,,,, ,., •. -..._. ..., ... „ , . „ •. •,... .. z w 6 0 00 rn 0 LU J 0) u. w 2 d z � F- O z /- w o 0 to 0 F- W W F- U_ O UN h- O~ z KING COUNTY PROPERTY TAX ACCT. NO. 883650- 0100 -01 ALL OF LOT 10 OF THE PLAT OF UPLAND'S TUKWILA INDUSTRIAL PARK AS RECORDED IN VOLUME 104 OF PLATS, PAGES 8,9 AND 10, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF LOT 9 OF SAID PLAT OF UPLAND'S INDUSTRIAL PARK DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10, SAID POINT BEING THE NORTHEAST CORNER OF SAID LOT 9, THENCE SOUTH 01' 49' 28" WEST ALONG THE WEST LINE OF SAID LOT 10 AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 376.38 FEET TO THE SOUTH LINE OF SAID LOT 10. THENCE SOUTH 87' 55' 02" EAST A DISTANCE OF 440.20 FEET TO THE SOUTHEAST CORNER OF SAID LOT 10. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 408.34 FEET, AND HAVING A RADIAL BEARING OF NORTH 89' 23' 56" WEST, AND HAVING AN ARC DISTANCE OF 95.18 FEET AND A CENTRAL ANGLE OF 13' 21' 17 ". THENCE ALONG SAID CURVE TO LEFT HAVING A RADIUS OF 359.26 FEET AND AN ARC LENGTH OF 111.30 FEET AND A CENTRAL ANGLE OF 17' 45' 02" TO THE POINT ON THE REVERSE CURVE. THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 359.26 FEET, AN ARC LENGTH OF 191.72 FEET AND A CENTRAL ANGLE OF 30' 34' 32" TO THE NORTHEAST CORNER OF SAID LOT 10. THENCE NORTH 87' 55' 04" WEST A DISTANCE OF 327.50 FEET TO THE POINT OF BEGINNING. 12f5i0O82 1 ARC H I T E C T U R E 1 4 ] P L A N N I N L, ROYCE A. BERG. PRINCIPAL 3003.80TH AVE. SOUTHEAST MERCER, ISLAND. WA. 98040 (206(230.6648 FAX 230 -6647 Project: WILMAR T.I. Subject: LEGAL DESCRIPTION - TAX ACCT. NO. Protect No.: 98033 Date: 3/13/00 By: MDR RECEIVED CITY OF TUKWILA MAR 1 4 2000 PERMIT CENTER Sheet: Of: 1 1 z t- w U O cl w r : u. wo ' co d = W I- 0 L U � •O co 0 t— w w . L I O ui z U = 0 z 0 0 0 N 0 V6254152410 04197> (2) REMOVE SIDE EDGES FIRST. THEN, CREASE AND TEAR THIS STUB ALONG PERFORATION DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .REGIST. # EXP. DATE CC01 SGACO * *084BS 01/10/2001 EFFECTIVE DATE 01/10/1992 S G A CORPORATION 6414 204TH ST SW 200 LYNNWOOD WA '8036 -5973 tki .ch And I)i%play C'er>iliun� I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SGACO * *084BS 01/10/2001 EFFECTIVE DATE 01/10/1992 S G A CORPORATION 6414 204'H ST SW 200 LYNNWOOD WA. 98036 =5973 ! Signuluri Issucd by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign 1 dent ificnlion Carol Before Placing In iiil11'old ..... ... ...• ....... • ...... Z W ' CC U 0 W g Q, • • Nom: .= C1 : f.W _. F— Z H O N: 0 I— Iuw'. Z H H. 0: Z;