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Permit 0565-M - BOEING #14-15
. ::::::i::::::::::i::•1:::::::‘::::::::::::::::::::::: ; UMC EBiT (YEAR: 1988 FIRE PROTECTION: X Serinklers (X)Detectors ( ) N/A CONDITIONS (other than rc:od on or attached to permIt/plr;3 98124 CONTRACTOR* -MacDonald Miller Co. (PHONE: 763-9400 APPROVED FOR ISSUANCE BY: .,, yj DATE: 98166 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this mechanical permit. SIGNATURE: 4/ z .a.... _ , DATE: Y / )/ / PRINT NAME: PA - 're IC__Ie, G k.i. • COMPANY: /4 ./4i-z.6 m,LL- a. 1::::::::::::::::::;:.i:::;f::::•M;;::':::::::ifti:::::::::::::::::::::•::::::::::;:::::::::::::::::::::::;:::i:i:i:i:i:i:;:i:::::i:i:i::::::::::::::::0:::::::::::::::;:PR(VECTr SITE ADDRESS: 8620 E Marginal Wy S SUITE NO. PROJECT NAME/TENT: Boeing 1114 L VALUE OF WORK: $ 95,000.00 TYPE OF WORK: New/Addition ( ) Modifications C) Repair (- Other: DESCRIPTION OF WORK: Install HVAC equipment for modular food service facility. 98124 PROPERTY OWNER: Boe ng [PHONE: ADDRESS: 8707 East Marginal Way South, Seattle, WA 1 7!P• 98124 CONTRACTOR* -MacDonald Miller Co. (PHONE: 763-9400 ADDRESS: 7717 Detroit Avenue S.W. IZIP: 98166 laag M DAT 4 -01-92 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 MECHANICAL PERMIT NO. OS (.0 S in DATE ISSUED: MECHANICAL PERMIT (POST WITH PLANS IN A CONSPICUOUS LOCATION) 'Un4i:'Frjei • • • Oth " :R4 in FES Plan Check No.: 91-082-M OROW04/140eittaPOOliOnerietiati:244i0 DATE DATE(S) APPROVED INSPECTOR CORRECTION NOTICE ISSUED REQUIRED INSPECTIONS 1 - Rough-inNents/Ducts 2 - Fire Final 3 - Planning Final 4 - 5 - Mechanical Final PHONE NO. 431-3670 575-4407 431-3680 431-367 ( L1•••■•■■•■•■ OTHER AGENCIES: Plumbing/Gas Piping - King County Health Department (296-4732) Electrical - Washington State Department of Labor and Industries (277-7272) 1*Pe.CMItSrla11:POPQMO:;:fiVitaPaiyggiftmtwqrtc ;suance, or if the work is s uspendeq or abandoned for a period of 180 days from the last inspection PERMIT NO. ::: 5::::::;:;:;;;:;::::::::::: :r ::::. CONTACTED ..... . ...... .[. ........ :...: ..... S .... ...... ..... .K.S,r?..... ?i ? ? ?: ijG: .. h: } }:. {. ?}:: • . ., . : ... :.. ( 'i�Ci' ROUTED) •; / .:..... .. .. n........................ .: v;• :r.. .nr...:....v..•..nr... ... ..... v. ... ... r. r/. fi :'•: 5 �:: :' +.4'rF.?:t } ?'Fi �r'l..r4 .... 0 :.: 1 .; * . ......... :, .... r ?: f.Yr.. ..r �. .... : .. .. v.. };.if•::: " { ::. ..... ..... :: ri '.:rrA'�'. ? "v:�•i'i: is }n }; • }i : .2.:t . .v.. .::..:r:::: :rr:..A. � .r{t.. { /v�iit { i :::::: � , , 'f +.::iri mate sent - beta Approved - BUILDING - initial review L ) ( +� DATE READY WA DATE NOTIFIED < D . + _,,n I � `� BY: �p8 {-A PERMIT EXPIRES INIT: 2nd NOTIFICATION BY: (Init.) O PLANNING AMOUNT OWING CI ^ 50 3RD NOTIFICATION ZONING: IBAR LAND USE CONDITIONS? [lYes BY: ( SCREENING REQUIRED? ('Yes f No :` ?: }i:• ?:.: r . .r.. ::::. }•: i:cy>:• ?: i•:4 . :•: TAI .... ::: 5::::::;:;:;;;:;::::::::::: :r ::::. ...:.. ....... .v:; ... v, .: ....... ... . . ..... . . : . .::: . . : ?: .... . :.::. � ::.: I�A�' #: >:iN ..... . ...... .[. ........ :...: ..... S .... ...... ..... .K.S,r?..... ?i ? ? ?: ijG: .. h: } }:. {. ?}:: • . ., . : ... :.. ( 'i�Ci' ROUTED) •; / .:..... .. .. n........................ .: v;• :r.. .nr...:....v..•..nr... ... ..... v. ... ... r. r/. fi :'•: 5 �:: :' +.4'rF.?:t } ?'Fi �r'l..r4 .... 0 :.: 1 .; * . ......... :, .... r ?: f.Yr.. ..r �. .... : .. .. v.. };.if•::: " { ::. ..... ..... :: ri '.:rrA'�'. ? "v:�•i'i: is }n }; • }i : .2.:t . .v.. .::..:r:::: :rr:..A. � .r{t.. { /v�iit { i :::::: � , , 'f +.::iri mate sent - beta Approved - BUILDING - initial review L ) ( +� FFIE PROTECTION: 411prners ikl Detectors WA '` FIRE _ f �G� �t FIRE DEPT. LETTER D�p /l� / q / INSPECTOR: —z...._ INIT: O PLANNING ZONING: IBAR LAND USE CONDITIONS? [lYes (] No SCREENING REQUIRED? ('Yes f No INIT: REFERENCE FLE NOS.: 0 OTHER INIT. RBUILDING - final ravinw cti ( , c UMC EDITION (year): ‘ `'(• v c3 I NIT: \C 4, MECHANICAL, PERMIT APPLICATION TRACKING PROJE T NAME _ ( 114- (5 PLAN CHECK NUMBER Q 1 m REVIEW COMPLETED SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PROPERTY OWNER la,or_ PHONE ADDRESS e-tc -I , rd..0, -- mpreG«Acc.. utY $. ZIP cm) o&LI CONTRACTOR �csc,9>�� i�m_� PHONE - 76 3 .4- 9.400 ADDRESS Tin 'j 'TP A) OE_ 5,\gr/t ZIP 9 80G. WA. ST. CONTRACTOR'S LICEN E # S� EXP. DATE 4 ... _ iii P - T - I.... . li ii ' : i T • t r :..,: -: - . = IC?PERMIT FEE . 1I • 1 ` UNIT S' <'FEE.< €;is; < >: > >'<':< *THEM :i::::i. .. ,:, " .. <TOTALr; . ii!:::::: .- ''', `Q .: ` i M CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 8 to 0 iz��T' '1`/�,er .. wc) Sc L - 4 `/ 7? / C) C> O PROJECT NAME/TENANT 1VG-1 - (4 - 1S wtoput.s:Na2. 4 tc s eUcCE. F$ L.r - t tFa 1v TYPE OF WORK: 1 New /Addition 0 Modifications 0 Repair 0 Other: DESCRIBE WORK TO BE DONE: goocru:9 1>CCA . A ,C 00(7 S TC?tN S .*:-• ;:€:: O FSTt Reop rtp Pew. A.r . tJ t-r ?.S 11 S, = 9OOC30137 i ac►.Wt)•T F(=4 , l) MA�ct —V A &(2- 1 ) &h BUILDING USE (office, warehouse, etc.) CAF NATURE OF BUSINESS: WILL THERE BUILDING? E BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME ADDRESS CONTACT PERSON Ate .- DATE APPLIC (MN A CCEPJ,EP MECHAKCAL PERMIT APPLICATION Mechanical Foe Worksheet must also be filled out and attached to this application. EP-1= 600 C F . ' - Z MO CA" EF-3 Ito Cr," 3'700 c- WILL THERE BE A CHANGE IN USE ?,ET-No 0 Yes IF YES, EXPLAIN: NA -4?) Cr uC, FEES (for staff use only) STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE No 0 Yes IF YES, EXPLAIN: 4 'fI: °:.; ; AND CIE >> > > APPL1CA i iON SUBMITTAL In order to ensure that your app:icatica is accepted for pia„ .a'vi ..,, N,saaa make aura to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. A completed "Mechanical Permit Fee Worksheet" must accompany this permit application. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accented for plan review. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. 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 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. DATE APPLIC ATION EXPIR CITY /ZIP PHONE - Z63 0 ge.li6 06116100 S63MITTAL CHECILIST MECHANICAL O Completed mechanical permit application (one for each structure or tenant) E Two (2) sets of mechanical plans, which include: • Floor plan • System layout • Elevations (for roof mounted equipment) • Heat Loss Calculations 1 Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Note: Hood and duct systems require a building permit for the duct shaft. DESCRIPTION UNIT COST NO. OF UNITS x TOTAL COST BASIC FEE $15.00 SUPPLEMENT PERMIT FEE $4.50 1 Installation or relocation of each forced -air gravity -type furnace or burner, including ducts and vents attached to such appliance, up to and including 100,000 Btu/h. $9.00 x 2 Installation or relocation of each forced -air or gravity -type furnace or burner, including ducts and vents attached to such appliance over 100,000 Btu /h. $11.00 ‘r,,,/ x 3 Installation or relocation of each floor furnace, including vent. $9.00 X 4 Installation or relocation of each suspended heater, recessed wall heater or floor- mounted unit heater. $9.00 X 5 Installation, relocation or replacement of each appliance vent installed and not included in an appliance permit. $4.50 x S Repair of, alteration of, or addition to each heating appliance, refrigeration unit, cooling unit, absorption unit, or each heating, cooling, absorption, or evaporative cooling system, including Installation of controls regulated by this code. $9.00 X 7 Installation or relocation of each boiler or compressor to and including three horsepower, or each absorption system to and including 100,000 Btu /h. $9.00 X 8 Installation or relocation of each boiler or compressor over three horsepower to and including 15 horsepower, or each absorption system over 100,000 Btu /h and including 500,000 Btu /h. $16.50 4r7 X 9 Installation or relocation of each boiler or compressor over 15 horsepower to and including 30 horsepower, or each absorption system over 500,000 Btu /h to and including 1,750,000 Btu/h. $22.50 x 10 Installation or relocation of each boiler or compressor over 30 horsepower to and including 50 horsepower, or for each absorption system over 1,000,000 Btu /h to and including 1,750,000 Btu /h. $33.50 x 11 Installation or relocation of each boiler or refrigeration compressor over 50 horsepower, or each absorption system over 1,750,000 Btu /h. $56.00 X 12 Each air - handling unit to and including 10,000 cubic feet per minute, including ducts attached thereto. (NOTE: This fee shall not apply to an air - handling unit which is a portion of a factory- assembled appliance, cooling unit, evaporative cooler or absorption unit for which a permit is required elsewhere in this code.) $6.50 ( .0 X 5 13 Each air - handling unit over 10,000 cfm. $11.00 x 14 Each evaporative cooler other than a portable type. $6.50 X 15 Each ventilation fan connected to a single duct. $4.50 5 X ( 3 ` 16 Each ventilation system which is not a portion of any heating or air- conditioning system authorized by a permit. $6.50 X 17 Installation of each hood which is served by mechanical exhaust, including the ducts for such hood. ;650 . t X 5p 18 Installation or relocation of each commercial or industrial -type incinerator. $11.00 x 19 Installation or relocation of each commercial or industrial -type incinerator. $45.00 x 20 Each appliance or piece of equipment regulated by the code but not classed in other appliance categories, or for which no other fee is listed in this code. $6.50 X otriwroo SUBTOTAL 1400 PLAN CHECK FEE lus a subtotal) IT. 6D GRAND TOTAL $4D.5 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 THIS WORKSHEET MUST ACCOMPANY YOUR MECHANICAL PERMIT APPLICATION. MECHANUAL PERMIT FEE WORKSHEET INSTRU t : >Narkstiee>y Igt CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASIIINGTON98188 Plan Check #91- 082 -M: Boeing #14 -15 8620 E Marginal Wy S PHONE 11 (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA MECHANICAL PERMIT NUMBER nPA 1 n . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. Readily accessible access to roof mounted equipment is required. 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State..Regulations for Barrier Free Facility (1989 Edition). 6. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Gary L. VanDuscn, Mayor City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -082M (512) June 18, 1991 Gary L. VanDusen, Mayor Re: Boeing Company Building #14 -15 - 8620 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. Central Station supervision is required. All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) 2. Range hoods used for the removal of grease laden vapors, fumes, smoke, steam, heat or odors from commercial food heat - processing equipment, shall be type I hoods for grease and smoke and type II hoods for steam, heat, vapor or odors. Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name, and the Tukwila Fire Department Job Number available to confirm shut down approval. (UFC 10.301) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of Page number. City bf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 such condition or violation. Yours truly, Gary L. VanDusen, Mayor The Tukwila Fire Prevention Bureau T.F.D. file.. ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule /Needs shift inspection Approved without correction notice Sprinklers: • Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM 4 Approved with correction notice issued Gary L. VanDusen, Mayor S I S - — V Date 9/ ... -0 Control No. 56 5" \ Permit No. Suite # T.F.D. Form F.P. 85 • PROJECT: % �> 1 /y -/S PERMIT NO. fIr6' S ,A SITE ADDRESS: 47( / /_. /(4 - , b 5, DATE CALLED: /7 ---/Q-4/ TYPE OF INSPECTION: 4 _ _. _ a.m. DATE WANTED: Q -- / • Mull SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: -- - ._ _ (-, C2 7; ic2.7-76‘) INSPECTOR: Abila,aLno DATE: A', //--W CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOIIRECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 1 -7 1 - / PERMIT NO. d ,5 S — /21 SITE ADDRESS: c„, ! A / 5 DATE CALLED: g - c 7 DATE WANTED: 4 -3 °;' TYPE OF INSPECTION: -1 ' ' . 1 ... ' SPECIAL INSTRUCTIONS: REQUESTER: 0 'l4. 1.P.�s-o-��- ,� PHONE NO.: '7 (, � 7 - �J(p o 7 INSPECTION RESULTS /COMMENTS: ���ti (ter, ce._ C 6 - INSPECTOR: /4_44,..e...- DATE: - 3Z Ydfr Yw+«.r.�..a.7a. mnrnnu. n. wr. itevw��u n. w..... rww. wa. �uv ..wnu...�+.vu.ns.rn »w.....rvv rrsrMntahuM:rYNgC W M..isCl:TMb.�iS : M' o1':: YtY] lr• *11wU!d1' #rWJY�'1la�Jrtcnr.i: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 na- n:....r. �a-rsr >>•x:xr�iK arm.: u�.. aa..ti........ �.».........- .... ..................�..... 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 INSPECTION RECORD PROJECT: 1 , ° ' Ei , I A- IrIF PERMIT NO. 6 h,.... j U' i SITE ADDRESS: 616 e . NnAtuvp &)-(i • DATE CALLED: TYPE OF INSPECTION: MAI / k,(' DATE WANTED: c SPECIAL INSTRUCTIONS: elo.dc,k., . REQUESTER: VAN PHONE NO.: 01 V 061-1 '*0 INSPECTION RESUL S/COMMENTS: 4l - 7 1.- l_.? _•-• ..,' >4 779/...--p-- ..<5. 71 Sei , „ _. -:k.e.e7 r )<--, _ do ....r .. .. .. . ”. ' 411/4, " -- .4# . ""/ e l )-7,0 _fi.4■-• fl-e• or--7 e - ey-- 4?-/--- ..., ■ _... - L _ _ • INSPECTOR: ti' , ,/,---4//,-1 DATE: ..... CITY OF TUKWILA Dept. of Community Development - Building Division Phone (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 'C IP ■ vd, PERMIT NO. © Lo SITE ADDRESS: )( (1) E \r•c ,c' TYPE OF INSPECTION: 41 %:,(1, 4 0 , '■1‘‘ (D1 SPECIAL INSTRUCTIONS: C .\-- DATE CALLED: ° k' - \ A, - '\ DATE WANTED: - \"9 \ p.m. REQUESTER: M(,k ..el pC\ PHONE NO.: `ALQ"A.r., 0,(v©' INSPECTION RESULTS /COMMENTS: , e - 5 -7 e',/ 6 r Ci / - c — ' L5/7 c. 4 . /! � ,.. � c_/ O / /_ /'' 1-7 f -- ? 4 7 t? e.....- ! -G / G / s c 7 , l-7../ , / :� 6 / �S /c", / ^ S /-7 , / A'7 �/ )--fry 'S V/!?/.l ri CtG7y / G{ /f /!1.f , �r... ,/�. - �; ` / / -- / � / 4.„,-..�. y y C-f / -7 c':.. f .-G7 . ' �' / l _-J _ INSPECTOR: G-6- P- ' -(--1 DATE: c 7.--/ 3 --cam/ 1. 31jfisht! WrIfl✓tb,. 7,y. �raea. u.: nnw., vn... s.. w....,...»«....... d.......«........_...»..... w...,..,.+ w.: w....... an-r a+ w.•cw.Vetarw.'newww rer*..."ria,.,0.1 a CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 1� f1 Y14tb1YCY:,',4T•,li,t:: INSPECTION RECORD 4-8 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE SHEET NUMBER(S) SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PLAN CHECK NUMBER TYPE OF REVISION: k. t Cc= LEA 04 1 \ Ce354 l'atOn "Cloud" or highlight all areas of revisions and date revisions. ',19041, A , M\ PROJECT NAME „lt 1 "'"� Ar t`e ADDRESS CONTACT PERSON 01*hw,4 1.,� },,, :aS,C.. , PHONE f5210 ° 21:a..1 ARCHITECT OR ENGINEER ENMEERNLR. c) ff PERMIT NUMBER l 1 (If previously issued) MacDonalaliller Conpany, Inc. MM DATE: 10: ATTN: RE: C 4-(4 JOB #: NUMBER OF PAGES SPECIAL, INSTRUCTIONS: (206) 763 - 9400. FAX NUMBER: (206) 767 -6773 T'd A mo;nanical conhacfing company specializing In deaign/hulld since 1965 FAX TRANSMISSION COVER SHEET (Cover Sheet Included) If you did not receive all pages indicated above, please call 7717 DHrroIl $W Seattle, WA 98106.1903 206 763.9400, Fax 7676773 VOUe— JNIW CITY 0 Y`UKWI JUN 1 3 .1 '" PERMIT CENTER 'OD d311IN- 011UNOCOHW OS:.O The ET Nilf BOEING DINING COMPLEX EXTERIOR WALL ONE HOURE . COMPANY: 14*A u,..11 1)TE: jtsi.t4 . _ ATTN: 41 FAX ‘ 0 7 ,11. L. ts A : og At4 f rt . r. .•.. . S.4t46A' " 41 MESSAGE: , .VA 01) • I l ek114211 , I 4. I A01,41.1 I • 'NJ ' Sp#4 fy EVERGREEN EvIDELE CO MPANY CUSTOM DESIGNED AND MANUFACTURED MOBILE STRUCTURES . . e. • 01 ..11. 0* 00 et ..• • ; • • • CO 6 v. til •• .1 1,1., I RectoiE it) (i v of oi A 13 PEPNOCEN w --- t-4 41 4) .4 r1T1,17..rr".1.4 I 're 11-17. lire Sot, Rd ig aio* 2 HP 4R- 50 to 54 35 GA Fl� NoT SHAFT WALLS "'""' WP 7000 (d) 81961 S LY DESCRIPTION renNIMIffin .�I•.!l1,.,11,91.,• Oypsum 1ir►*tf, Minaret Fiber, Metal Studs • Z.4 wide, we kertad, beveled•sdged proprIstery gypsum press Ir►Stesft�l verilaatiy oath side of 1 tie wide fop end Ottor,7 run- ners wpii two 1 /.4" 'type S drywall screws per "wide H- studs in korteit Y ooel edges. On one rice ty, apply 24" wide 3 14" kt>Ned. brivelerceetimproprlotei'gypoum panels vurliestty with s/s" x2" wide gypsum c specs; strips behind tho panel and & ng th4 phut op and blittWn and e/i" Uplift's In 1114' 010 pF n es, SAaaer strips tr►�sttICAci into runner, with Phe','ye drywall screws 24^ o,4', Uypec7ht„panel$ secured wrtl"r two 2n/s" Type S drywall scrims per panel thr *,rspaeere into runners, Z•splinas 5001)186 with vgrow- ultaChed m $•ai;ps 2 o.0.4 Ili" wide metal trim strips screw attached both facos tit top. I r1," thick mkterul fiber bean 3,0 fu;f trt stud Oca. (NA Gypsum Wallboard, WWI CT Studs 1" x 24" proprietary typo X gyPsuurt panels inserted between 2' lam floor and ceiling J r urkmnr.,witti " I ' r-ectlon of Z'i /z'' proprietary C.T rrtOtilt SUFIS txrtW.,,►n proprieta clYpOurrt ponplbl AM" type X gypsum wallboard applied v,9r1ic.'tlty to the C side of C' Muds with i " 'Type S drywall scrOw:;Q" o.c. Niony ed{tatr, and 12" o,t:, at midwidth, (Ni ej Gypsum Dosrd, Slotted Metal t Stuca x 24" proprietary typo X gyp`srn pantlti irlsottud botwtlon 2'14" floor and cailin9 track and fitted to nraprtcktary 2 slotted metal I studs with tab - flange, Paco tsyor iu" type X gypsum board apptic, at right emotes try etude, with 1" 'typo S drywall Sows, o.c. Scheid )astott wirt+ gins;; fiber 1rIctton t ».lrr,situd apace. (NIB) �! ( ' } t- ' ,i. t;1 i k , 1 l) t. Proprietary design vAakr p+tilt, ' 1, ,)rt;tI )tc )iti a r•I • II I^." .+f I .•@! I .1•;1"1 , r■•••. ...=2n Fire 11 1 �r1111 msso l! JAI � .1!11�1YliLr WV 7006 • Gypsum W lllbesrd, Metal C.$ Studs 1" x 24" proprietary typo X yyp5u►10 prtrtr:le IntIMted betwbgit VI" frnor and ceiling s " prOprletti ry verite'd0.f't studs betwoarl pwic1o. Ono iuyor 6 iki" prc+prietary type) X gypsum wattba lid or veniror base uppliod peitotIot to study oar id* ejppo- slur proprietary gypsum panel:, with : " "type ;•t drywall ;tr ruws *prod 12" a.c. iri ;tuds skid runne," >7C estimate based on 1" n1kwrat fiber in cavity. OILS) ...,.., _,,. Piro 514. Flue Side Thick net. t: 3 Limitirtu Haight Rotor to mfr Approx. WOO; 6 psi Pere Teti GET, 4¢79 Sound Teat: a ttlmated Allik 40 to 44 WP 7009 (e, • T Ja„ Thickness: 4 Umltin') Haight; Refer to mfr. Approx. Weight; 12 psi trire fist; UL R1319)0p, 447.73 Dotitpn U416 Teal; RAL, Ti,, 701.188, a•$�yp fi t." 8K •H F,Iro $fd• Fin Side Fire Bide Sire Side Fire Side Thickness; 3'4 Limiting Haight: Refer to mfr. Approx, Woght; 7 gel Fire "test: GET. 1.7.74 Round Teel: ggtimAtbti Thickness: 2r /s" Lirreding Height; peter to mf Approx. Weight: 8 psi Fire Tilt; WHt 400.0187, 424.79 WHI495.0266, 10.1040 Sound fist: W141 Ft $4./%1 CITY OF TUKW � ti 13 'IA PERMIT CENTER I n Ien r -r I .-,r I I.-, r• POLAR KING INTERNATIONAL AXIS DESIGN ASSOCIATES ■ ■ ■ ■ ■ ■ ■ ■ D EC— 1 7--90 MON Dumber 17, 1990 Anas Devign Associates Proposal #900671 :29 SP cIFICAT'I9N3 FOR POLAR KING WALK -IN 1. General: The walk -in shall be specifically designed for outdoor use. The walk -in shall be fully assembled and factory tested prior to delivery. 2. Structure: The walk -in shell shall be constructed with a fiberglass interior end exterior - end a 4 inch urethane core. The shell shall be one piece 'and seamless in order to eliminate air and moisture migration. 3. Steel Ease: The a of the structure aha3,l consist of a welded, heavy duty ''steel ,frame. The steel frame shall be encased in fiberglass and r ?'permOiently bonded to the floor;to ensure total portability without damage to the walk -in. -. 4. Doors: Dgorsshall be constructed in the same manner as the walls with no .? ... ...q.,legirthan 4 irches of urethane insulation. 'Doors ill be provided , with hardwar`e described in section, 5. 5. Hardware: ' poor hardware shall be constructed of reinforced die cast Zantsk, land a solid 'brass forged handle on the door latch. ' All hardware shall be' finished with polished chrome. 6. � Innuladc�n: Th`e shall wails, floor, and ceiling all be insulated with Class I, ' `'. " "�2pound density polyurethane not less than 4 inches in thickness. I t s ,. The fiberglass interior and exterior shall be chemically bonded to the polyurethane to form a one -piece structure. 7. NSF Listed: Interior of the walk -in shall be approved by the National Sanitation Foundation. P 8. UL Listed: All electrical components of the walk -in (including condensing unit and evaporator) shall be approved by Underwriters Laboratories. 9. Warranty: The manufacturer shall warrant that the structure of the walk -in is free from defects in material and workmanship for a period of ten (10) years fJom data of delivery. The compressor is warranted for a period of five (5) years, and the parts and labor required for replacement of the compressor are covered wider the one (1) year warranty below. The refrigeration system, including all electrical, is covered by a parts and labor warranty for a period of one (1) year from date of delivery. p,t P RUC, I %;; t91 REFTIVKW OF ILp --- I.11l. r;1`; G vIVISIQN pERMI1 CENTER • f DEC -18 -90 TUE DemMber 17, 1990 Anas Design Associates Proposal #900671 -1 pooler Specifications Inside Dimension: 9'- 3" Width 12'- 9" Length • 7'- 6" Height Floor Area: Ca :02 6 SPECIFICATIONS FES POLAR KING WALE -IN (con't) Polar King Model #11L1020 Cooler/Freezer 118 square feet Storage Capeoity: f • ic . 885 Cub f :t ' r. Freezer Specifie ations Inside Dimension: 9' 3" Width 6'- 2" Length 7'- 6" Height Floor Area: 67 square feet Storage Capacity: 429 cubic feet Standard Features: » : Coe 36" 14:78" flush mounted entrance door with door (Each unit) , . latch, three / self- closing hinge', sinagnetio gasket and sweep seal. heated door jamb, and OSHA Approved inside release Refrigeration Equipment: (Freezer) • z • ' ' •'» risk Appibved, flush face, dial -type thermometer ' } ' r » Vapg +-proof light fixture e p Inside switch and exterior pilot light • f » Heavy Duty NSF Approved Floor » Crowned roof 4 �1 • Refrigeration: Refrigeration system shall be self - contained, factory assembled and tested a minimum of 24 hours prior to delivery. Refrigeration Equipment: Copeland condensing nit with semi- hermetio compressor, model (Cooler) C3A1I -0150, and Larkin evaporator, nodal ACM6 -126. Unit is air- cooled with defrost timer, orankoase heater, filter/ dryer, aightglass, liquid line solenoid valve, pressure controls, expansion valve, and vibration eliminator. System shall use R -22 refrigerant. System shall be ready for 208/230 -3 -60 electrical servioe. System shall maintain 35 degrees Fahrenheit 4 95 degrees Fahrenheit ambient temperature providing total boatload does not exceed 12000 BTUS. Copeland condensing unit with semi hermetic compressor, model C7AB -0800, and Larkin evaporator, model 2016-177. Unit is air - cooled with electrical defrost timer, crankcase heater, filter /dryer, aightglass, liquid line solenoid valve, pressure controls, expansion valve, and vibration eliminator. System shall use R-502 refrigerant. System shall be ready for 208/230 -3.60 electrical service. System shall maintain -10 degrees Fahrenheit O 96 degrees Fahrenheit ambient temperature providing total heatload does not exoeed 14700 BTUH. COY ()f l iV,$11L{T APP 4?1,'L AUG 1 4 19a1 1'�it' ti P . OS caceno oc 11 % 3 BW 1 CE°tF1 WALL 0.2.5 4443 111 CEILING /ROOF ,035 '7503 262•&OS FLOOR . Q 'S 732.0 3h6 F VALUE LENGTH (FT.) F x L SLAB PERIMETER* BUDGET TOTAL 170.605 • ASSEMBLY PROPOSED DESIGN ASSEMBLY TALL. Cv ..PesS flamee. SLAB PERIMETER* s4C LOC) GI- c eS BUILDING ENVELOPE HEAT LOSS BUDGET . 0'°4-8 0.01- O.3 5 O . 12. U VALUE F VALUE CALCULATION FORM JOB: SCNE.cNG, 1 44-I $ . • J.cx7ULJae - >FcCot=p Sa2jiCAE- Lon.? BUDGET (PER ENERGY CODE) BUILDING GROSS SQ. FT. - 7 . 2520 U VALUE AREA (SQ. FT.) To moat the Coda, the Proposed Total must in no greater than the Budget Total. *Optional If parmittad by Building Official " pUtetu-L. V - .0/ s BW -3 AREA (SQ. FT.) 3rcr7 '7320 750 3 LENGTH (FT.) PROPOSED TOTAL OuEeac.L. U = .01 UxA UxA I - T 43"7 505.,0 3©0. l a.. 30 .42. SIO.A0Ai- RECEIVED CITY OF TIIKWILA MAY 94191 x L PERMIT CENTER 'MACDONALD MILL_ 07D2 'SEATTLE, •I .SHI, JN LOAD CALCULATION . INPL. FORM 'Merge with "TLP" AVM 9000 ;Job name Ro i#x .414 -O( Aopout Location I ( c1.n.. Date 4 I es Vs.") •" Disk* Program Nane 130L.∎ C.E•{IJ p v1 , et. v Total different wall WALL TYPES Plenum wall height Roan wall height Wall "U• value Glass height Glass shade factor Glass "U" value Slab loss (heating) (Y or Roof overhang Distance from glass to overhang j_ WALL TYPES Plenum wall height Roam wall height Wall "U" value Glass height Glass shade factor Glass "U" value Slab loss (heating) (Y or N)... Roof overhang Distance from glass to overhang T2- b O N).. IJ to JO 9 WILDING DATA . Roof "U" value 45.0 3 Exposed floor "U" value m , t)fc`i Roan lights 'watts /sq ft e 4 P Square feet /person sc Vet Infilt rate in air chg/hr s s viss� Average ceiling height 1 m o Vent rate in UM/person 1c:• Humidity ratio Jiff gr/lb t 2. Percent of lights to roan loo Percent of roof to space LOl■ (( types 43-1(13- 8 3 -� . /f 1 2 3. 4 5 3.5 3,S; 3S „IL 415: °� 9 .1.41. 3 . 5 O.07Z OA7a 0457a O,07a' 2028 0 AA_ _ 5.5 • .e3 cam 0 .e3 .e3 .5.:7 42,g. _AL_ ..�_ _A_ _S2... =ma.. _ 10 11 12 13 14 6 Fan motor heat gain Room summer design temp Roam winter design temp Outside summer design temp Outside winter design temp Sens STUN/person Latent STUN/person Skylight glass factor Skylight "U" factor Total number of zones SHEET 1 OF 7 8 f 15 16 • •0 Sfk var^ Peg. Sgt Z. SS Pee. 253 4 -31)64 e- C) 0 Z MACDONALD MILLER OD. SEATTLE, WASHINGTON Job name al tx (4-0 1 •A0Qu We ZQ E INPUT INFTRMATION MDR AREA IF-,t63Z,t632- ?ANE# OUP 4 QTY 6TC1k 1'5016 1506 IDAD CAICrJLATIQB INPUT FORM ROOF MISC AREA _ GAINS L632. ISISZ 150(- 11 :350 SKYLIGHT AREA 0 Designer Date # OF DIR w -4- TYPE LIN FT DIR TYPE r* • SHEET OF LIN DIR TYPE LIN FT FT AG- INPUT ECHO FOR JOB BOEING 114 -01 MOD, KITCHEN TOTAL PALL TYPES: 5 WALL TYPE 1 PLENUM WALL HEIGHT: 3.5 ROOM WALL HEIGHT: 4.5 WALL 'U' VALUE: .072 GLASS HEIGHT: 4.5 GLASS SHADE FACTOR: .83 GLASS 'U' VALUE: .12 SLAB LOSS: N ROOF OVERHANG: 10 DIST FRM GLASS TO OVERHANG: 1 WALL TYPE 2 PLENUM WALL HEIGHT: 3,5 ROOM WALL HEIGHT: 9 WALL 'U' VALUE: .072 GLASS HEIGHT: 0 GLASS SHADE FACTOR: 0 GLASS 'U' VALUE: 0 SLAB LOSS: N ROOF OVERHANG: 10 DIST FRM GLASS TO OVERHANG: 0 WALL TYPE 3 PLENUM WALL HEIGHT: 3.5 ROOM WALL HEIGHT: 9 WALL 'U' VALUE: .072 GLASS HEIGHT: 0 GLASS SHADE FACTOR: 0 GLASS 'U' VALUE: 0 SLAB LOSS: N ROOF OVERHANG: DIST FRM GLASS TO OVERHANG: 0 WALL TYPE 4 PLENUM WALL HEIGHT: 3,5 ROOM WALL HEIGHT: 4.5 WALL 'U' VALUE: .072 GLASS HEIGHT: 4, 5 .. GLASS SHADE FACTOR: .83 GLASS 'U' VALUE: .72 SLAB LOSS: N ROOF OVERHANG: 0 DIST FRM GLASS TO OVERHANG: 0 WALL TYPE 5 PLENUM WALL HEIGHT: 3,5 ROOM WALL HEIGHT: 3,5 WALL 'U' VALUE: .072 GLASS HEIGHT: 5.5 GLASS SHADE FACTOR: .83 GLASS 'U' VALUE: .12 SLAB LOSS: N ROOF OVERHANG: 10 DIST FRM GLASS TO OVERHANG: 1 ROOF 'U' VALUE: .03 FLOOR 'U' VALUE: .069 LIGHTS 1/SF: 2 SF /PEOPLE: 50 INFILTRATION RATE: .5 AVERAGE CEILING HT: 9 VENTILATION RATE: 10 HUMIDITY RATIO: 12 1 LIGHTS TO SPACE: 100 Y ROOF TO SPACE: 100 ZONE: AC -3 KITCHEN FLOOR AREA: 1632 MISC GAIN: 15152 EXPOSURE: E EXPOSURE: E EXPOSURE: H EXPOSURE: H ZONE: AC -4 KITCHEN FLOOR AREA: 1506 MISC GAIN: 18380 EXPOSURE: E EXPOSURE: S EXPOSURE: S EXPOSURE: 11 FAN MOTOR HEAT GAIN: 0 COOLING DESIGN TEMP: 78 HEATING DESIGN TEMP: 70 OUTDOOR SUMMER DESIGN: 83 OUTDOOR HINTER DESIGN: 24 SENS BTUH/PERSON: 255 LATENT ITN/PERSON: 255 SKYLIGHT SHADE: 0 SKYLIGHT 'U' FACTOR: 0 NUMBER OF ZONES: 2 EXPOSED FLOOR AREA: 1632 SKYLIGHT AREA: 0 HALL TYPE: 4 HALL TYPE: 3 HALL TYPE: 5 MALL TYPE: 2 EXPOSED FLOOR AREA: 1506 SKYLIGHT AREA: 0 HALL TYPE: 3 HALL TYPE: 3 HALL TYPE :. 4 HALL TYPE: 3 ROOF AREA: 1632 NUMBER OF HALLS: 4 LINEAL FT: 11 LINEAL FT: 25 LINEAL FT: 6 LINEAL FT: 30 ROOF AREA: 1506 NUMBER OF HALLS: 4 LINEAL FT: 26 LINEAL FT: 58 LINEAL FT: 2 LINEAL FT: 26 AC -A LOAD FOR ZONEJB -1 KITCHEN CARRIER COOLING LOAD CALCULATION FOR JUL AT 5PM GLASS SOLAR GAIN INTERNAL GAINS AREA 1632 SW FT 6.5" PEOPLE 4,2x6 PEOPLE X 255 LIGHTS 3264 WATTS X 3.413 X 100 1= INFILTRAT. 122.4 CFM X 1.08 X 4 = VENTILATION 326.4 CFM X 1.08 X 4 = MISC BTUH TOTAL ROOM SENSIBLE BTUH PLENUM LIGHT HEAT PLENUM ROOF HEAT FAN MOTOR HEAT TOTAL SENSIBLE BTUH O.A.LATENT 446.8 CFM X .68 X 12 = PEOPLE LATENT .J - rPEOPLE X 255 GRAND TOTAL BTUH d'' tgltlt LOAD CALCULATION FOR tttlttt BOEING 014-01 MOD. KITCHEN PREPARED BY MACDONALD MILLER COMPANY SEATTLE WASHINGTON 04- 11-1991 BOEING 014-01 MOD. KITCHEN OUTSIDE TEMP 82 INSIDE TEMP 78 - FACTORS- DIR TYPE LF HT SOLAR GLASS 9TUH SHADE INDEX E 4 11.0 X 4.5 X 19.6 X .83 = 803.6 0.00 V 5 6.0 X 5.5 X 50.6 X .83 = 1386.0 0.67 GLASS TRANS GAIN TYPE AREA U TD 4 49.5 X .12 X 4 = 142.6 5 33.0 X .12 X 4 - 95,0 PALL SOLAR AND TRANS GAIN DIR TYPE LF HT U ID WALL FACTOR BTUH/LF INCLUDING GLASS E 4 11,0X4.5 10.0721 16 = 51.0 91.2 E 3 25.0X9 X 0.072 X 16 = 259.2 10.4 Y 5 6.0X3.5 10.0721 46 = 69.6 258.4 Y 2 30.0 X 9 X 0.072 X 46 = 894.2 29.8 ROOF SOLAR AND TRANS GAIN AREA U TD 1632 X .03 X 44 X 100 t = 2154.2 FLOOR GAIN AREA U TD 1632 X 0.069 X 15 - 1689.1 BTUH INTERIOR FACTOR BTUH /SO FT INCLUDING ROOF 0323.2 1468 11,417 e0.9 11140.0 531.2 1416,6 15152.0 44113.6 0.0 0.0 44444,4. 3662.2 na '�7323.2 - XI68 44044 4e%79 4.7TONS 349.1 SO FT /TON 0.79SHR G , N . P, tC 2.545 G.1 U r+/ H I P 426. 5040 PaTu 1-4 43045 BOEING 114-01 MOD. KITCHEN HEAT LOSS CALCULATION FOR ZONE AC-3 KITCHEN OUTSIDE TEMP 24 INSIDE TEMP 70 GLASS LOSS TYPE AREA U TD STUN 4 49.5 X .72 X 46 - 1639.4 5 33.0 X .72 X 46 - 1093.0 • NALL LOSS TYPE AREA U TO 2 • 375.0 X 0.072 X 46 - 1242.0 • 3 312.5 X 0.072 X 46 - 1035.0 4 88.0 X0.072X46 - 291.5 • 5 42.0 X 0.072 X 46 139.1 SLAB LOSS ROOF LOSS AREA U TB 1632 'X .03 X 46 - 2252.2 FLOOR LOSS AREA U TD 1632 X .069 X 46 - 5180.0 INFILTRATION LOSS 122.4 CFM X 1.08 X 46 - 6109.0 VENTILATION LOSS • 326.4 • CFM X 1.08 X 46 ' - 16290.6 SPACE HEAT LOSS 35271.7 PICK -UP LOAD '4080.0 TOTAL HEAT. LOSS 39351.7 11.5 IN ' 7.1 NATTS /SO FT Art115 SF 13. 21Gt..J BOEING 114 -01 MOD, KITCHEN LOAD FOR ZONE 46-4' KI TCNEN CARRIER COOLING LOAD CALCULATION FOR JUL AT 3PM GLASS SOLAR GAIN DIR TYPE LF NT S 4 2.0 X 4.5 GLASS TRANS GAIN TYPE AREA 9 9.0 X MALL SOLAR AND TRANS DIR TYPE LF HT E 3 26.0 X 9 S 3 58, 0 X 9 S 4 2.0 X 4.5 W 3 26.0X9 ROOF SOLAR AND TRANS AREA U 1506 X .03 X FLOOR GAIN AREA U 1506 X 0.069 X INTERNAL GAINS AREA 1506 SO FT 7.5" PEOPLE 3k1' PEOPLE X 255 = LIGHTS 3012 WATTS X 3.413 X 100 t= INFIL TRA T. 112.9 CFM X 1.08. X 5 = VENTILATION 301.2 CFM X 1.08 X 5 = MISC BTUH TOTAL ROOM SENSIBLE BTUH PLENUM LIGHT HEAT PLENUM ROOF HEAT FAN MOTOR HEAT TOTAL SENSIBLE BTUH O.A.LATENT 414.2 CFM X .68 X 12 = PEOPLE LATENT WI PEOPLE X 255 GRAND TOTAL BTUH - FACTORS- SOLAR GLASS BTUH SHADE INDEX X 80,6 X .83 = 601.8 0.00 U ID .72 X 5 = 32.4 GAIN U ID X 0.072 X 15 = 252.7 X 0.072 X 38 = 1428.2 X 0,072 X 38 = 24.6 X 0.072 X 32 = 539.1 GAIN TD 49 X 100 t = 2213.8 TD 14 - 1454.8 BOEING 114-01 MOD. KITCHEN OUTSIDE TEMP 83 INSIDE TEMP 78 MALL FACTOR BTUH /LF INCLUDING GLASS 9.7 24.6 329.4 20.7 BTUH INTERIOR FACTOR BTUH /SO FT INCLUDING ROOF. 1010:161 t4:9 24.2. 10280.0 612.8 18380.0 45134.8 0,0 0,0 1 z. • N. +. x 2s '1S rbtv1. f N iQ, = 5 flTU 4-k - 4S134:ir X444' 1 3379.5 11116- 111 - 36t944- 4504 4,7TONS 321.6 SP FT /TON 0.80SHR BOEING 114 -01 MOD. KITCHEN HEAT LOSS CALCULATION FOR GLASS LOSS TYPE AREA U TD 4 9.0X.72 X 46 MALL LOSS TYPE AREA 11 ID 3 1375.0 1 0,072 X 46 4 16.0 X 0.072 X 46 SLAB LOSS ROOF LOSS AREA U ID 1506 X .03 X 46 FLOOR LOSS AREA U ID 1506 X .069 X 46 INFILTRATION LOSS 112,9 . CFM X 1.08 X 46 VENTILATION LOSS 301.2 CFM X 1.08 X 46 SPACE HEAT LOSS PICK -UP LOAD TOTAL HEAT LOSS ZONE AC -4 KITCHEN 15032,9 32433.6 3765.0 36198.6 10.6 KM K I . l'; S, F, l2 t l9 Ktw./ OUTSIDE TEMP 24 INSIDE TEMP 70 7.0 NATTS /SB FT BOEING 114 -01 MOD. KITCHEN LOADS SHOWN BELOW HAVE BEEN EVALUATED AT 50. tUREES NORTH LATITUDE COOLING LOAD SUMMARY # HEATING LOAD SUMMARY 56194.9 45134.8 0.80 1808.6 37.3 $ 36198.6 10.6 7.0 # TOTAL 112293.9 89248.4 - - -- 3576.4 $ 75550.3 22.1 TOTAL SENSIBLE COOLING STUN PER # HEATING HEATING WATTS PER ZONE BTUH BTUH SHR CFI!! 55 SO. FT. # BTUH KW SO. FT. AC -3 KITCHEN 56099.0. 44113.6 0.19 1767.7 34.4 # 39351.7 11.5 7.1 AC -4 KITCHEN t ��� 'MACDONALO !UDC CO. SEATTLE, wj.s ( ,TON LOAD CAL�CUT AT I ON .IN. . FORM 'Merge with "TLP" AUTO 9000 ;Job name DoeiuelL 4( - 14-01 DD Lt €. Location I q LLB. Date 4 /19( 41 1 ;Designer W►y] Disk* Program Nane R vAraR :Total different wall �. • t•J WALL TYPES Plenum wall height Roan wall height Wall "U' value Glass height Glass shade factor Glass "U" value Slab loss (heating) Roof overhang. Distance fran glass WALL 'TYPES Plenum wall height BUMMING DATA . Roof "U" value b.0 Exposed floor "U" value m.0(61 Roam lights watts /sq ftr 2 Square feet /person 14.3 Infilt rate in air chg/hr .5 Average ceiling height °I Vent rate in CM/person Mb 5 Humidity ratio Jiff gr/lb tit Percent of lights to roam l oe Percent of roof to space 10b Q t p Iiil 4 5 Q N( i 1 2. 3. 4 5 3.5 3.5 3s „v.:. . 4.5 el 9 4,S, 3.5 a°7a 0.07E 0A72 0,072' gim 'ALE. _Q__ o .ems s ta: 3� C, O . .z & a. (Y or N) ... 1J N W AL_ •_4Z.. 0 to overhang 1 . • _,Q__ _S2_ __L,_ l SHEET 1 OF i 6 7 8 • , 9' 10 11 12 13 14 15 16 • Room wall height Wall "U' value Glass height .■ r_,__, Glass shade factor Glass "U" value Slab loss (heating) (Y or N) Roof overhang Distance from glass to overhang Fan motor heat gain % Roam summer design two - 76 Roan winter design temp '70 Outside summer design temp e '- W: Outside winter design tarp Z�- Sens BTUH/person Pee. Latent B'TUH/person 325 Skylight glass factor O Skylight "U" factor ca Total number of zones MACDONALD MILLER W. SEATTLE, WASHINGTON LOAD Clik1CMATICN INPUT FM Jab name boil -*_14 - Designer .A ZONE INPUT INFORMATION FLOOR AREA e 14,56, ZCNEI OUP i QTY CF DIR �S w AC . 4.Jtw [3Loce_ ire ElBco I 1,34.56,3654, ROOF AREA i MISC GAINS D TYPE 4 C) 0 SKYLIGf ARFA 0 4- LINT DIR FT k./ Co } TYPE LIN I DIR TYPE LIN FT J Fr 1 41,s W S !o 3 S SHEET z OF AC- Vultitao, INPUT ECHO FOR JOB BOEING 114 -01 MOD, DINING ROOMS TOTAL MALL TYPES: 5 WALL TYPE 1 PLENUM MALL HEIGHT: 3.5 ROOM MALL HEIGHT: 4.5 MALL 'U' VALUE: .072 GLASS HEIGHT: 4.5 GLASS SHADE FACTOR: .83 GLASS 'U' VALUE: .72 SLAB LOSS: N ROOF OVERHANG: 10 DIST FRM GLASS TO OVERHANG: 1 MALL TYPE 2 PLENUM MALL HEIGHT: 3.5 ROOM NALL.HEIGHT: 9 MALL 'U' VALUE: .072 GLASS HEIGHT: 0 GLASS SHADE FACTOR: 0 GLASS 'U' VALUE: 0 SLAB LOSS: N ROOF OVERHANG: 10 DIST FRM GLASS TO OVERHANG: 0 WALL TYPE 3 PLENUM MALL HEIGHT: 3.5 ROOM MALL HEIGHT: 9 MALL 'U' VALUE: .072 GLASS HEIGHT: 0 GLASS SHADE FACTOR: 0 GLASS 'U' VALUE: 0 SLAB LOSS: Al ROOF OVERHANG: 0 DIST FRM GLASS TO OVERHANG: 0 MALL TYPE 4 PLENUM MALL HEIGHT: 3.5 ROOM MALL HEIGHT: 4.5 WALL 'U' VALUE: .072 GLASS HEIGHT: 4.5 GLASS SHADE FACTOR: .83 GLASS .'U' VALUE: .72 SLAB LOSS: N ROOF OVERHANG: 0 DIST FRM GLASS TO OVERHANG: 0 MALL TYPE 5 PLENUM WALL HEIGHT: , 3.5 ROOM MALL HEIGHT: 3.5 MALL 'U' VALUE: .072 . GLASS HEIGHT: 5.5 h 6LASS SHADE FACTOR: .83 GLASS 'U' VALUE: .72 ' SLAB LOSS: N ROOF OVERHANG: 10 DIST FRM GLASS TO OVERHANG: 1 ROOF 'U' VALUE: .03 FLOOR 'U' VALUE: .069 LIGHTS Y /SF: 2 SF /PEOPLE: 14.3 INFILTRATION RATE: .5 AVERAGE CEILING HT: 9 VENTILATION RATE: 5 HUMIDITY RATIO: 12 Z LIGHTS TO SPACE: 100 1 ROOF TO SPACE: 100 EXPOSURE: M MALL TYPE: 2 EXPOSURE: M PALL TYPE: 1 EXPOSURE: Y PALL TYPE: 5 EXPOSURE: N PALL TYPE: 4 EXPOSURE: N MALL TYPE: 3 EXPOSURE: N WALL TYPE: 4 EXPOSURE: N MALL TYPE: 3 EXPOSURE: E WALL TYPE: 4 EXPOSURE: E MALL TYPE: 3 FAN MOTOR HEAT GAIN: 0 COOLING DESIGN TEMP: 78 HEATING DESIGN TEMP: 70 OUTDOOR SUMMER DESIGN: 83 OUTDOOR MINTER DESIGN: 24 SENS BTUH /PERSON: 255 LATENT BTUH /PERSON: 325 SKYLIGHT SHADE: 0 SKYLIGHT 'U' FACTOR: 0 NUMBER OF ZONES: 1 ZONE: BLOCK DINING FLOOR AREA: 3656 EXPOSED FLOOR AREA: 3656 ROOF AREA: MISC GAIN: 0 SKYLIGHT AREA: 0 NUMBER OF MALLS: 9 LINEAL FT: LINEAL FT: LINEAL FT: LINEAL FT: LINEAL FT: LINEAL FT: LINEAL FT: LINEAL FT: LINEAL FT: 10.5 43.5 6 22 8 21 9 54 6 C $$$$$$8 LOAD CALCULATION FOR $$$$$$I BOEING 014-01 MOD. DINING ROOMS PREPARED BY MACDONALD MILLER COMPANY SEATTLE WASHINGTON 04-11-1991 LOAD FOR ZONE BLOCK DINING CARRIER COOLING LOAD CALCULATION FOR JUL AT 3PM GLASS SOLAR GAIN - FACTORS- DIR TYPE LF HT SOLAR GLASS BTUH SHADE INDEX Y 1 43.5 X 4.5 X 16.5 X .83 = 2686.1 0.96 Y 5 6.0 X 5.5 X 18.6 X .83 = 510.7 0.93 N 4 22.0 X 4.5 X 14.0 X .83 = 1150.4 0.00 N 4 21.0 X 4.5 X 14.0 X .83 = 1098.1 0.00 E 4 54.0 X 4.5 X 29.3 X .83 = 5917.6 0.00 GLASS TRANS GAIN TYPE AREA U TD 1 195.8 X .72 X 5 - 104.7 4 436.5 X .72 X 5 - 1571.4 5 33.0 X .12 X 5 = 118.8 PALL SOLAR AND TRANS GAIN DIR TYPE LF HT U TD Y 2 10.5 X 9 10.0721 32 = 217.7 Y 1 43.5 X 4.5 X 0.072 X 32 = 451.0 N 5 6.0 X 3.5 X0.072X 32 = 48.4 N 4 22.0 X 4.5 10.0721 14 = 99.8 N 3 8.0 X 9 X0.072X 14 = 72.6 N 4 21.0X4.5 10.072X 14 = 95.3 N 3 9.0X9 X0.072X 14 = 81.6 E 4 54.0X4.5 X 0.072 X 15 : 262.4 E 3 6.0X9 X 0.072 X 15 = 58.3 ROOF SOLAR AND TRANS GAIN AREA U TD 3656 X .03 X 49 X 100 t = 5314.3 FLOOR GAIN AREA U TD 3656 X 0.069 X 14 = 3531.1 INTERNAL GAINS AREA 3656 SG FT e-04 BTUH INTERIOR PEOPLE 1ST: P PEOPLE X 255 - -63f94.4' b1O28.4 LIGHTS 1312 WATTS X 3.413 X 100 t= 24955.9 INFILTRAT. 274.2 CFM X 1.08 X 5 = 1487.5 VENTILATION 1278.3 CFM X 1.08 X 5 = 6934.9 MISC BTUH 0.0 TOTAL ROOM SENSIBLE BTUH 122623.6 PLENUM LIGHT HEAT 0.0 PLENUM ROOF HEAT FAN MOTOR NEAT LK.R x4 x zswtsq/s+P = TOTAL SENSIBLE STUN 123623.6 I213110‘ O.A.LATENT 1552,CFM X .68 X 12 = 12668.6 PEOPLE LATENT ,.Zi . PEOPLE X 325 = - 6444.74103 BOEING 014 -01 MOD. DINING ROOMS OUTSIDE TEMP 83 INSIDE TEMP 78 PALL FACTOR STUN /LF INCLUDING GLASS 20.7 88.3 113.0 13.0 9.1 73.0 9.1 130.6 9.7 FACTOR BTUN /S0 FT INCLUDING ROOF %o GF."`f'Ptt -S . 1- 6635 +q15 N t1400 a 7e ZF• s1360a- 4."1.11.•S awry « SSA", s.►, stisZ KO* - Tarr sa, .tit Owl 00.6 < esv. �IJEXGtykY Cope. iise..at "p�PGS�G`� -To UI,Qo..w-44.- y vF °'o ! A.) nos , ►3017 134%6.a 5v.iJ5 ib[ 1 +1 SU. /IWS, lot I M 626 5110; r5 'i - 11550 e7 6RAN8 TOTAL STUN 218383.1 _____31tssa + t+oT 18.2TONS 200.? SR FT /TON 0.56SNR 64 544e. 6 244 s _ ISTU i4 TOT rF 4 U - uva n - ' 3b95 -- 7 IAA* •4 . . 5'Slos ' UM -.w t,.. , .Col 5. 2-- P�PIPz. ?.S cr - fZ61 . 6 S SP Z. FOt -U0 %. atsv SW. 5 :AS0 etuw• BOEING #14-01 MOD. DINING ROOMS HEAT LOSS CALCULATION FOR ZONE BLOCK DINING OUTSIDE TEMP 24 INSIDE TEMP 10 GLASS LOSS TYPE AREA U TB BTUN 1 195.8 X .12 X 46 - 6483.2 4 436.5 X .72 X 46 - 14456.9 5 33.0 X .72 X 46 - 1093.0 HALL LOSS TYPE AREA U TD 1. 348.0 X 0.072 X 46 - 1152.6 2 131.3 X 0.072 X 46 - 434.7 IC Cr ..^+ /PerQ - 3 281.5 X 0.072 X 46 - 952.2 4 776.0 X 0.072 X 46 = 2570.1 5 .42.0 X 0.012 X 46 - 139.1 SLAB LOSS ROOF LOSS AREA U TB 3656 X .03 X 46 = 5045.3 FLOOR LOSS AREA U TD 3656 X .069 X 46 - 11604.1 INFILTRATION LOSS 274.2 CFM X 1.08 X 46 - 13685.3 VENTILATION LOSS 1278.3 CFM X 1.08 X 46 - 63801.0 + 5 S "MG SPACE HEAT LOSS 121417.6 PICK -UP LOAD 9140.0 TOTAL NEAT LOSS 130557.6 38.3 KW 10.5 WATTS /SD FT 1a6Z54 )'cos 5.F ;' 3M3%Tu or,J + 17-4-q S' 41 oK . S4.6 MU )e 1.15 62.ibKc.J 2A GFr+ /Pre-Q.S. 3o s51 6 sto k+ - 34-13 81t' 4 #3 xt.(5 5.F 10 3 IGcA1 - 7 -Stair +2.5918 BOEING 114-01 MOD. DINING ROOMS • LOADS SHOWN BELOW HAVE BEEN EVALUATED AT 5d ..uNEES NORTH LATITUDE t HEATING LOAD SUMMARY t TOTAL SENSIBLE COOLING BTUH PER t HEATING ZONE BTUH BTUH SHR CFM! 55 SO. FT. ' t BTUH KM SG. FT. BLOCK DINING 218383.1 122623,6 0.56 4913.8 59.7 t 130557.6 38.3 10.5 1 TOTAL 218383.1 122623.6 4913.8 t 130557.6 38.3 - - -- COOLING LOAD SUMMARY HEATING WATTS PER PLAN REVIEW CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard - #100 Phone: (206) 431 -3670 Tukwila Washington 98188 PROJECT: So a I m k ADDRESS: DATE: o MAY 21 Ice/ LL CALLeO ~ LI& P'r AA g554( —> 2, nine: A54t kl(p Go)3`)sefk. -rn 1'cot2. Pool) 5%4 AFT E r4IL PLAN CHECK NUMBER 082 M PN REVIEW COMMEIC S Plan Check No.: t _ OL "` Project: l 6 J ``t i S REQUIRED INSPECTIONS 2. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all as piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and X requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 9 . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11U f - Tti 12. 13. t' 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PN REVIEW COMMEIC S Plan Check No.: t _ OL "` Project: l 6 J ``t i S REQUIRED INSPECTIONS 2. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all as piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and X requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 9 . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. DUCT LEGEND SYMBOL DESCRIPTION SYMBOL BARE SHEETMETAL ESP •+e - - " 12- 9--�= NP /W SOUNDLINE SHEETMETAL (I") BDD - --I - +e -}2 --SLSM DUCT BOARD (I " FIBERGLASS) ROOF I2 - � °r - -f4 0(] _ ROUND SHEETMETAL -40=...M.= 12 FLEX DUCT I20 SHEETMETAL WRAPPED W/ I NSULAT ION JENNFAN 121NBCR -- 40-- - - Mr ---- 820 EXHAUST FAN SCHEDULE SYMBOL MFR & MODEL # TYPE CFM ESP VOLT /PH NP /W RPM BDD WT /LB COMMENTS JEkNfAN CRDIIIA ROOF 600 0.5" 120V /1 1/6 1140 12 BOLES NOTE 1 JENNFAN 121NBCR ROOF 820 0.25" 120V/1 1/6 900 14 50LBS NOTE 2 GROAN 360 CLG 100 .125" 120V/1 BOW -• - 15LBS NOTE 1 DIFUSSER GRILLE SCHEDULE SYMBOL MANUFACTURER & MODEL Gill TYPE COMMENTS , gA - 1014/ECM/M KRUEGAR #6504 FRAME #23 EGGCRATE A X A A X B LAY IN TILE LAY IN TILE F II Or '- t 9 " t%ALC2 uP Tt+Wl.) w /ua cs,• S.S. G 11 LE TNtFA) ,cxa. REVISIONS: ISSUE DATE DRAWN BY: Ad KDL APPROVED BY: NOT ISSUED FOR CONSTRUCTION MacDonald Miller Company, Inc. 7717' Detroit Ave. SW. Seattle, Wa 98106.1903 Phone: (206) 703-4400 Fax: (208) 787 - 1773 Wash Li6 No 223- 01- MA- CD-- 0M -248J9 LAST REVISED: 04 -Z6 -1981 DATE PLOTTED: CAD REFERENCE: $CMOD1 -2.DWG DRAWING NUMBER: C-� 65 - -2624 SHEET NUMBER: t 1--- `-`_ " 1 - r- j -= I' r - I!; - 4Cair 1 I NO RN i i:2cX.T ts.x.L0 Etact.e.4 Calu .6t ►4 )W :metal, tt#> ) M tio •40.'S'Y t . . µA%. QF IV' tiA�KPic. EretAtth s° Y » tgcs4Aotir Door. 1Ta1L a awatieerrruerearsesa or. oico V 17 THS INCH 1 2 � 1; ,l i.�- �- 4r +•c d• S ^.s f i -' ..s •' .h � ♦ 4 d. e: t - "` - ?- �` .. . � � i .._ -: IIIIIIIII(II 1 I 1 1 1 1 11 -1 LI II' 1 I I1 1 II1111111I jIIIII t wIlll 5 6 7 NOTE: If the microfilmed document is less clear than this ;It • notice, it is due to the quality of the 4)riginal document. o c 6Z 8G Le 9Z 5Z i/Z CZ Z7. L OZ 61. et Lt 91. 21 $it Cl Zt I, IIIIIIIIIIIiI, II III i �IIIIIIiIIIiI�IIIIIIIiIIIIIIIIIII! Lli! 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CONTROL : BY OTHERS SEE NOTES. WEIG : 1 ?951PS. FOR EF -4 & MUA -1 ON ROOF, HOOD WEIGHT EXCLUDED. NOTE : 3,4,5,6,748 NOTE: 1, ROOF CURBS PROVIDED AND INSTALLED BY EVERGREEN MOBILE. 2. DISCONNECTS AND POWER WIRING BY ELECT. CONTRACTOR. 3. INTERLOCK EF -4, MUA -1 i CONTROL CABINET THRU (KS BY ELECT. CONTRACTOR. SEE GAYLORD MIRING DIAGRAM SHEET 17 i Ill. 4. DUENCHER AND ALL RELATED FIRE CONTROL SYSTEMS ARE BY ELECT. CONTRACTOR AND FIRE SPRINI;LER CONTRACTOR. SEE GAYLORD WIRING CONTROL DIAGRAM SHEET 16 8 V. 5. ROOF CURB PROVIDED BY Mill AND INSTALLED BY EVERGREEN MOBILE. 6. DISCONNECT PROVIDED PY MIN AND POWER WIRING BY ELECT. CONTRACTOR, 7. KOTOR STARTER PROVIDED BY MIN. 8. 6AYLCRD CONTROL PANE. PROVIDED BY M /r•, AND 1NSTALLE: BY ELECT. CONTRACTOR. NOTE: NOTCS: 1. ALL FLEX DUCTWORK MAXIMUM LENGTH TO 6 LINEAR FEET. 2. ALL SHEETMETAL DUCTWORK NOT SOt!NDLINED TO BE WRAPPED 1" GLASS FIBER BLANKET WITH FOIL TYPE FACING VAPOR BARRIER. INSULATION TO MEET UL -181 REQUIREMENTS WITH NOT OVER 25 FLAME SPREAD. AC -1 AC -2 AC -3 AC -6 ,EQUIPMENT SCHEDULE ROOFTOP ELECTRIC /ELECTRIC A/C UNIT (D3NNFLON) MAKE i MODEL : MCOJAY ICUR -016F TER : 0.9 NON, COOLING : 7.5 TONS HEATING : 20 KW PLOWER : 3000 CFM ! 0.6' ESP.,973 RPM, (2) 1 H.P. ELECTRICAL : 460V/30, 32.2 MCA CONTROL : PROVIDED i INSTALLED BY CARECO ACCESSORIES : -F1LTEIS FARR 30/30 13) 2512512 - FACTORY FURNISHED ECONOMIZER -SMOKE DEYLCTDR PROVIDED i INSTALLED Of HIM WEIGHT : 920 LBS. D.S.A. : 320 CFM NOTES : 1,2 ROOFTOP ELECTRIC / ELECTRIC A/C UNIT (DDWNFLOWI (LAKE & MODEL : MOUAY IERD-060 EER : 8.5 NOM. COOLING 15 TONS HEATING • : 16.53 KY BLOWER 1 1995 CFM t 0.5' ESP., 1110 RPM, I H,P. ELECTRICAL : 460V/30, 30 MCA CONTROL : PROVIDED & INSTALLED BY CARECO ACCESSORIES I -101INFLOW PLENUM UNIT -OVERSIZED EVAPORATOR MOTOR - FILTERS FARR 30/30 12) l4x2S11 FACTORY FURNISHED ECONOMIZER WEIGHT : 690 L4$. O.S.A. : 450 CFM NOTES : 1,2 . CONTROL BY WALL SWITCH BY ELECTRICAL. . INTERLOCK IC BLDG. TIME CLOCK BY CARECO. NO SCALE 1 HOUR DUCT ENCLOSURE MAJNTA)N 3 CLEARANCE MINIMUM AROUND DUCT COMPENSATING AIR FROM MUA-1 - FLASHING 3` MIN NOTES: 1. HOOD REQUIRED TO: - MEET NFPA 96 REOUIREMENTS -- EW OF 18 GA WELDED STAINLESS CONSTRUCTION -- INCORPORATE UL LISTED GREASE FILTERS - INCORPORATE A CCNTINUOUS GREASE TROUGH - BE SLOPED TOWARDS GREASE COLLECTION RECEPTACL 2. FIRE SPRINKLER AND SUPPRESION SYSTEMS PROVIDED BY OTHERS. By Date I Permit NO KITCHEN HOOD INSTALLAV NO SCALE AIR VENTS ON TWO SIDES ONLY. ENDS ARE BLANK, ROMETRIC RELIEF CAP DETAIL rz twig JgRdEN3!$/ CARP 11 DUCT' S12E +5 1/r e"1 DICT Sl2E Mme. 10 X28 SS '-- 1 HOUR PERIMETER WALL 1009 SS 16 GA WELDED DUCT UP WELDED DUCT CONNECTION ``° -- HOOD BY M• -M - STAINLESS STEEL WALL. FLASHING B'.' t;• 1/2 $'P SGE B1RDSCREEN 2c5 IMAM ROOF CURS BY GENERAL CONTRACTOR r VICINITY MAP uz plan Chc'ck approvals ar u ncierstaTTd t' at tha roval 1.lblect to errOOs and omisslnnsv nd a P of ar Flat auth. Receipt of O +,1� tZ5 does lE.d CO or ordinance, code ,�c�c)p approved acknowied9 � CAPSIZE vG..A. wj `1, au $ ^a O ttie 1S A) PROVIDE WEATHETTi1GHT ACCESS PANEL ADEOUATE:LY SIZED FOR A,OCESS TO DomPER 'MONTS ... PI1OJECV RACATiON PERMIT CENTER 14 -15 MODULAR FOOD SERVICE FACILITY THOMPSON SITE eitoo EP T M> E� WAY TUKWILA, WASHINGTON FLOOR PLAN HVAC MAY 81991 P_BINTED s,�¢�..k,�pxlf _v.:�F "'•aY:N`t�4 -�' ". x ,�,- 4'M1 ..t'H?t+:+i:.�.?� -f.>. 1 /29/91 L3MC:516 ;r 22 GA r TYPE °N° DEEP RIB STEEL • DECK 1 'F Af•''PRQYEo 60 —O ROOF FRAMING PLAN SCALE 1/8" = SEISMIC FRAME SEISMIC FRAME NI x F t TSI1/2X11/2X1/8 BRACES 0 EA ROOF JOIST e GRID 11 LH SERIES TRUSS: (20 PLACES) 12 12 1/4r--- --11/4 30' 7' MAX CHORD WIDTH 0 1?' M0 S 15flP1 F OW 90PLF DL 0 14' MOD: 175PLF SNOW 105PLF DL IS 11/2 , BRACES 0 EA ROOF JOIST 0 GRID fO 10' EWC 14 GA. O 14' MOD Ixx = 16 IN Sxx = 3.23 IN' 10" EWC 16 GA. O 12' MODS lxx = 13 IN Sxx = 2.5 114 Rxx = 3.75 IN STU OR EQUIV. N W Q a 0 acz a d r a i N O i . 4 W AWE "Ma FACILITIES DEPARTMENT ld, 1:.;i•¢y �'�^' {a >::t:.•5 :.-hg .w:t¢:2 ati:.6r ar•_ DAUBURN, WA. 98002 D EVERETT, WA. 98201 D KENT, WA, 98031 DPORTEAND OR. 97220 D R EN TON, WA. 98055 D SEATTLE, WA. 98124 to ACCEPTABILITY This DEVON ANT/OR SPEafl^^ANON is APPROVED APPROVED BY DATE Sn;H CONN TO TRUSS: 110 SCREWS 12`o.c. OR .144" DIA PNEUMATIC PINS 0 12"o.c. (MIN 3/16 TRUSS CHORD THICKNESS REQ'D FOR PNEUMATIC PINS) }r 1 :,�, i��,. 7 5 yr� C f +.' f Y o-/ :. / y - �w i ! .0''•1,. i 1 ,IIIII1111111I1 111 /i11111 111111 111 0 161115 INC" 1 2 3 4 NOTE: If the • notice, it is 06 6Z ee LZ 9'L 5Z 4 7Z £Z ZZ lZ 03 6L 91 I 111 1 1 !11!iL 1111 11 f lllll 1 111lIIIIIIiI11III11IlIII ii.. . IIIh1111IIIIII111111II1 1f1II I! I 5 6 7 microfilmed document is leas clear due to the quality of the original I III I IIII`i 8 9 than this document. LL 91 6l hL Et Z.t 11 01, 6 8 iII111III Il1111! I I III11111 � I ILI 11 I IIIIIIIJI11IIIIIIIIIIIIIIIIII 'IIIIIII IIII'lI • t ++w 0 ii111 1III IIIIIII l llllIIll1 1 1111I1111 1 111111111111IIIIIIII TM.E ROOF TRUSS suBtrTLE CONNECTION TO FRAMING MEMBERS (WITH OR WITHOUT DECK LAP JOINT) (6) 112 SCREWS PER SHEET RECEIVED CITY OF TUKWILA MAY 1 1 1991 PERMIT CENTER ROOF FRAMING PLAN BOEING GALLEY -- THOMPSON SITE TLUKWILA, WA .END FRAME CONNECTION TO 1 1/2" X 1 1/2' X 1/8 ANGLE: (6) 112 SCREWS PER SHEET APPLIED FROM BELOW AFTER PLACING ROOF ON COLUMNS STITCH CONN TO ADJ SHEETS W/ (2) 110 SCREWS PER SPAN OR I 1/2' SIDE SEAM WELD 0 24 "o.c. ROOF DIAPHRAGM CONNECTION SCHEDULE SHEET MO NO. S Fr, D 6 01 AU 11411 NE 124th Street Suite #230 Kirkland, WA 98034 (206) 823 - 6667 FAX: (206) 820 -- 0947 NO SCALE NELSON — BOURDAGES, INC., P.S. LA>I REYtSiON cYiJ®OL MTE NB 1: 91039 S160 a Vb b IX X fS1 8 tX1Xc S1 • A 72 iso CL 4' -10 ac. 8501 r X- 4, (5) -- BRIDGING LOCH L .F;v tl �;n" 5'-4" 5'_4" OF TRUSS PER MFG ONS L OPE 1 1 \ / Ill IS la — SEISMIC —T FRAME VERCOR 22 DEEP OR GA STEEL SEISMIC EQUIP TYPE DECK, 1 RAMS „ B" 1/2" � M n 1— 501 1150 lial 801 ( iX£ X4'SI • v M ' • ' MARRIA a SPLICE ' + LINE PER I ! -�► _ bS3X3X1 4 TS3X3 MI %V 1 7' -6" t 15' - 0 ° TYP - 1r IXCX£S1 WiJi£X£Ll 11501— v v�I 1 .1 11 \\ � J _• 15 `¢ j 'Ji• i u ; �I�I 1 /29/91 L3MC:516 ;r 22 GA r TYPE °N° DEEP RIB STEEL • DECK 1 'F Af•''PRQYEo 60 —O ROOF FRAMING PLAN SCALE 1/8" = SEISMIC FRAME SEISMIC FRAME NI x F t TSI1/2X11/2X1/8 BRACES 0 EA ROOF JOIST e GRID 11 LH SERIES TRUSS: (20 PLACES) 12 12 1/4r--- --11/4 30' 7' MAX CHORD WIDTH 0 1?' M0 S 15flP1 F OW 90PLF DL 0 14' MOD: 175PLF SNOW 105PLF DL IS 11/2 , BRACES 0 EA ROOF JOIST 0 GRID fO 10' EWC 14 GA. O 14' MOD Ixx = 16 IN Sxx = 3.23 IN' 10" EWC 16 GA. O 12' MODS lxx = 13 IN Sxx = 2.5 114 Rxx = 3.75 IN STU OR EQUIV. N W Q a 0 acz a d r a i N O i . 4 W AWE "Ma FACILITIES DEPARTMENT ld, 1:.;i•¢y �'�^' {a >::t:.•5 :.-hg .w:t¢:2 ati:.6r ar•_ DAUBURN, WA. 98002 D EVERETT, WA. 98201 D KENT, WA, 98031 DPORTEAND OR. 97220 D R EN TON, WA. 98055 D SEATTLE, WA. 98124 to ACCEPTABILITY This DEVON ANT/OR SPEafl^^ANON is APPROVED APPROVED BY DATE Sn;H CONN TO TRUSS: 110 SCREWS 12`o.c. OR .144" DIA PNEUMATIC PINS 0 12"o.c. (MIN 3/16 TRUSS CHORD THICKNESS REQ'D FOR PNEUMATIC PINS) }r 1 :,�, i��,. 7 5 yr� C f +.' f Y o-/ :. / y - �w i ! .0''•1,. i 1 ,IIIII1111111I1 111 /i11111 111111 111 0 161115 INC" 1 2 3 4 NOTE: If the • notice, it is 06 6Z ee LZ 9'L 5Z 4 7Z £Z ZZ lZ 03 6L 91 I 111 1 1 !11!iL 1111 11 f lllll 1 111lIIIIIIiI11III11IlIII ii.. . IIIh1111IIIIII111111II1 1f1II I! I 5 6 7 microfilmed document is leas clear due to the quality of the original I III I IIII`i 8 9 than this document. LL 91 6l hL Et Z.t 11 01, 6 8 iII111III Il1111! I I III11111 � I ILI 11 I IIIIIIIJI11IIIIIIIIIIIIIIIIII 'IIIIIII IIII'lI • t ++w 0 ii111 1III IIIIIII l llllIIll1 1 1111I1111 1 111111111111IIIIIIII TM.E ROOF TRUSS suBtrTLE CONNECTION TO FRAMING MEMBERS (WITH OR WITHOUT DECK LAP JOINT) (6) 112 SCREWS PER SHEET RECEIVED CITY OF TUKWILA MAY 1 1 1991 PERMIT CENTER ROOF FRAMING PLAN BOEING GALLEY -- THOMPSON SITE TLUKWILA, WA .END FRAME CONNECTION TO 1 1/2" X 1 1/2' X 1/8 ANGLE: (6) 112 SCREWS PER SHEET APPLIED FROM BELOW AFTER PLACING ROOF ON COLUMNS STITCH CONN TO ADJ SHEETS W/ (2) 110 SCREWS PER SPAN OR I 1/2' SIDE SEAM WELD 0 24 "o.c. ROOF DIAPHRAGM CONNECTION SCHEDULE SHEET MO NO. S Fr, D 6 01 AU 11411 NE 124th Street Suite #230 Kirkland, WA 98034 (206) 823 - 6667 FAX: (206) 820 -- 0947 NO SCALE NELSON — BOURDAGES, INC., P.S. LA>I REYtSiON cYiJ®OL MTE NB 1: 91039 S160 a