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HomeMy WebLinkAboutPermit M97-0099 - WASHINGTON MUTUAL BANKCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0099 Type: B -MECH Category: NRES Address: 359 STRANDER BL Location: Parcel #: 262304 -9064 Contractor License No: PARSLEI077MK TENANT WASHINGTON MUTUAL BANK 359 STRANDER BL, TUKWILA WA,98188 OWNER SPIEKER PROPERTIES LP 915 118TH AVE SE, BELLEVUE WA CONTACT KARLA PARSLEY 4320 - 232 AV. :.NE, :.�REDMOND ` WA 98053., CONTRACTOR PARSLEY ENGINEERING INC.-. 4620 23.2,.AV NE,,.REDMOND_; WA .,98053 * * * * * * * * * * * * * * *. * * *: * * * ** ************************ * * * * *. * * *. *' * * * * * * * * * * * * * * * * * ** Permit Description:. PLACE,,ONE NEW.,2 -TON ROOFTOP, GAS /ELECTRIC AIR CONDITIONING UNIT,;:W�ITH EXHAUST FANS AND RELOCATE' TO PRQVIDE,DIFFUSERS FOR.:. TWO EXISTING UNITS ON'•,THE ROOF: Permit C Signature: '. Print Name: er Authorfzed. Signature ;. Date: (206) 431 -36 70 Valuation.: Total Permit Fee: ********************************;************ * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** _ Title: Status: ISSUED Issued:. 08 /01/1997 Expires: 01/28/1998 Phone: 425 836 -2926 Phone: 206 836 -2926 I hereby certify, that I have read andd /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. 1 am authorized to:sign for and obtain this building permit. Date: 8`_ - 7 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. Project Nw erfen nt: a /VI/ a / -W v/ San k - .su p Value of Construction• V4 rz go4-- Tax Parcel Number: ZC� zs b i -- goo4 S WasAi.y ite s: s ' q Addres s- - - h ,- emu. /e va ✓ ed -- �a kwi � City State /Zip: wet C 4' �s Property Owner: 3 / Eke 190,4P6 -77& P . e: _ •..;' — /toy D Street Address' - /c Y) 4 '^ � 6 ity_Sta9 Fax #: Contact Percnr•• I Phone: Street Address: City State /Zip: Fax #: C trac or: iva r's ley / ) r ' i n f /nc .e City tale /Zi /0 r� Phon s3 a Fax r« . 83 - dZ�� Phorr ,) 6. 3 —41 Fax #�:� ` mo o �a� ,,o..8 — 4" 2 - S Phone: / St t ddr ' o- �d , • NE: /9e, Arctec �i i A -, L "Q t' i n 1 r C" ir Street Address: / Cit tate/Zip: by� �io� / 4 0 2 0 - S 2o6 (5 a/t En ineer• t a rs t y Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT REVIEW' AND;` APPROVAL ' REQUESTED: (TO BE FILLED OUT BY' APPLICANT) Description of work to be done: iltivialla a�u hew -2,772”1 va 94 and rt. /WO t e�pyevvia 0 oh , . Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Er no — AAttfach list of materials and story a location on se arate 8 1/2 X 11 a er indicating quantities & Material Safet Data Sheets l_.1 Above Ground Tanks Antennas /Satellite Dishes Bulkhead/Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence in Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS ,TO: ."; '. Name: Phone: Address: I City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY OF TUKWILA Permit Cent 6300 Southcenter Boulevard, Sulte 100 Tukwila, WA 98188 (206) 431 -3670 Permit Number : Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MISCPMT.DOC 7/11/96 Date application cceoted: Address: Name: WATER METER DEPOSIT /REFUND BILLING: APPLICANT. REQIJEST FOR .MISCELLANEOUS •PUBLIC WORKS "PERMITS': ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s : Est. quantity: gal Schedule: ❑ Miscellaneous Moving Oversized Load/Hauling Phone: City /State /Zip: 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 expires: ,. take y: (initials) Application. ( BUILDING OWNER OR/AUT O IZED A ENT: Signature: \--: -/. /' ( CA / V7 // Date: / ? �- ;' Print name: ,..,1.7,! e (,/,k c (c _, / (/ 6 7.,;(e ,' `'lt�±t it,, -s JG c Y- Phoni: / /1-c ) ! �d/Z'p )9 Fax #: f3,/, _i c.57 Address: / 7;5 ,2 _ 0 . %�Gr %lIfi'� /! ; / 4`(Z - `�C� - -- lt7� Cit /St t wio 4 ji 63 2 ALL MISCELLANEOUS PE T APPLICATIONS MUST BE SUBM D WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ❑ ❑ Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2 :1 Antennas /Satellite Dishes Awnings/Canopies, No signage Bulkhead/Dock Commercial.Reroof Demolition Fences Over 6 feet Height Land Altering/Grading/Preloads Loading Docks Mechanical' (Residential &- Commercial) M iscel laneou s , Public. Works Permits ManufacturedHousing.(RED INSIGNIA ONLY Moving:Oversized °Load/Hauling Parking Lots Retaining Wails - Over;4 feet in height Temporary Facilities Temporary Pedestrian Protection/Exlt`Systems Tree Cutting MISCPMT.DOC 7/11/96 Subrnit checklist No: °: M -9 Submit checklist No: M=1 Commercial;Tenant: Improvement' : Permit Submit;checklisf Not'M =10: '. Submit checklist:; Submit checklist; Submit checklist. No: M =9 Submit checklist No:. M -2 Conimercial.Tenant Improvement Permit:: Submit'checklist,No; H=17 Submit checklist : No.' ResidentiaLonly » H =6, H -16: ‘.. Submit checklist`' No; H-9 Siabmit checklist No :.. M -5'. `. Submit checklist ,:No :', M -5 ". Submit checklist No: M -4 Residential Reroof - Exempt with following exception: If:roof structure Residential Building Permit to be repaired :. or replaced . Submit checklist No: M -6 Submit checklist ; ;No:: M;. Submit checklist . No: M -7 Submit checklist .No: M Submit checklist No :.: M-2 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered arcllitecdengineer,.or, contractor licensed . . by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHURIZEL7 TO APPLY tOk THIS PERMIT. Address:` "359. STRANGER: BL Suite: Tenant : ,WASHINGTON MUTUAL BANK Type: B -MECH Parcel #: -9064 Permit :No: .M97 -0099 Status: ISSUED Applied: 07/22/1997 Issued: 08/01/1997 *** * ** *** * *k * * *-A ******* 4****** k*****-*****•**•** •k * * * ** * ** * *1, * ****k*** * * * *** Permit Conditions: . 1;. _No ` changes will be made to the plans unless approved by the Architect or Engineer and the .Tukw. Building Division. All permits,. inspecti;or) r e;cord,s, an approved plans shall be . available at the job :site °prior to the'star{t of. any con- struction. These'•documents are to:/.be maintained, and avail able until final. ° t`l specon approvl is granted`. All construct:fon to be 'done in"=;"confor: approved plans and ,rreq uiremen t's, of the Uniform Building.:. Code (1994 Edition) , as'-amende`d, + Uniform`Mechanical Code '(1994,.EditAon), and Washington State Energy,Code.' (1994 Edition)'.: . Validi -of ''Permit. The issuance't`of a permit: orapproval;:u p l ans speui f i cat i ns, and. c,omputations shall ` not be con-. strued tobe a permtt.,for or an approval of any violationo of any of the Rrovisions of the,• bu i 1 d i ng code or of any otheor,dinance, of th;e.jurisdlcti on. No permit presuming. give ,authori°ty` to viol r yid the provisions •.of this co d,eF;` -s ha 1'`1, lie va 1 i d ; . <<. M '� MANUFACTURERS :INSTALLATION INS!TRUCTIONS...REQUIRED ON SI "E FOTHE BUILD.ING INSPECTORS RE'UIEW. 6. ".E1 ptrica1 ` perm i,ts. - shall' through the Washington` Sta,t,e Giv'icion of : ' Labor; and ' " r anCal l electrical i wor lwi 11` be lnspec,ted tbythat ,agency (248 -6630) , PlLiiibjng perml,ts sha�l l be obtained thr 6ugh Seattle-Kin County Department of Public Healt,h. P.lumb°i"ng..will -be insp;e:ateA bk:,that agency, includirtig,:a.l'1..gas: pi`ping (29644.722 Readily,ae6essibie access to roof mounted equ,ipnent is requ i rye i �b;c,Yi+ :.r�s.t�� :;��a.��.r'SUweirn:,•;ct PROJECT NAME DIPARTMENT: SP, DIVISION " c 1 � PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE EZ1 NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE a NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL • rt,....sr..rp .11.01tt4v!bR1. R Coy Yc& n Q4or PLAN REVIEW / ROUTING SLIP FIRE PREVENTION 0 STRUCL DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED fl REVIEWERS INITIAL C:ROUTE -F DATE APPROVED W/ CONDITIONS ID DATE �7 P DIVISION PERMIT COORDINATOR Q a DUE DATE " )-1 /`27 NOT APPLICABLE 0 DUE DATE NOT APPROVED (attach comments) 0 DUE DATE • '7 4 / NOT APPROVED (attach comments) 0 (Certlflcadon of occupancy required. r 4 ** * * ** * * * *44*** **** C * **:4tr * ** *** *,l ** kk *** ***** * **kk* **** ;TTY: OF T.UKWT WA r* * * ** **.44* ** ** * *h *k ** “/r•h * *4!k** * * *Ah** *. * * ** ***kii ***4**4 *k *' TRANSMIT .Number. 89700622, Amnuntt 79.0E . 08/01./97 12;05 Payrent Methode CHECK No PARSLEY EWER Init K J P Permit Noa M97- 0 Type: B -MCCH MECHANICAL PCRMIf Parcel No: 262304-9064 Site Addresaa 359 STRAW)ER BL Total Fens: 79 »06 Thia Payment 73.0E Total ALL Pmts :' 79.06 Balance: .00 k, * *, * * * ** * * * * * ** * *, * * * * *. * * * * * * * ** * * * * * * * ** * * * * * * * * * * * * * * * * * ** Account Code Descri pt i on 000/345.830 PLA14 CHECK NUNRES 000/322.100 MECH.A - , NONRES Amount 15.81, 63.25 Project: / e*. / r/ Type of insp � Address: Date called. Special instructions: I / ■ Date wanted: �w Requester: Phone No.: INSPEUTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Date: C7 � 4 1' 1 (2061_431 -3670 Corrections required prior to approval. $42.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Project: Type of ' sp= lion: Addres . Date called: .( 7 Special truc ions: I s ate wanted: a.m. 5 Requester: 6 0.79 /i Phone No.: COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 14 , J Corrections required prior to approval. 1 -) 1 cry= Date: Date: 07 PERMIT NO. � h r (206) 431 -3670 $42.00 REINSPECTION E lREOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule relnspection. Project: )) Type of inspection: Address: n Date called: Q -62-97-' Q - Cy7 Special instructions: Date wanted: eye�� a.m. Q T 3 Requester: Phone No.: 6 -9 /7c .. _ ....�«,..�..�....... a { =~ tug INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1,00, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. I RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 = E SPECTIO P' EE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of insp�� r �14�... Date called: - ,- CI i Ad st -c sity, � - � /1/ / _ 4) Hark 7 Date wanted: $ ,5 Requester: • b el0\ I (� i" Phone No.: S i 0, l / s !/ - 4 r - fi " _ o p le" ,, /© ! 2 L . to 6.4 ( -rA9 cPi e7 X 4_,us/ e. 1 Prol : (n A vr L YV` j Type of insp�� r �14�... Date called: - ,- CI i Ad st -c sity, � - � /1/ / _ Special instructions: Date wanted: $ c p.m. Requester: • b el0\ I (� i" Phone No.: S i 0, i 5 Approved per applicable codes. Inspector: Receipt No,: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: W.P`k.l'KYIa runnarroct.laT1 Corrections required prior to approval: Date: f (206) 431 -3670 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fO must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. w Post•Ir Fax Note 7671 Date 4 / ' �: To 1 1 From • 061 comets. S Phone I�4 9 .. - Y Phone f �+i�! allail Ftu A - •:y g}�.e',R7d<'. ire' r.; J '!..,?�iiYtrf:';iL'` °,v9f4.YSri ..r -.. SEP - 04 -1997 17:29 AKB ENGINEERS. INC. "7:17.07 13:33 FAT Al -17 -199'7 12:21 • flelglt•. let. 9 ENGIKERg. INC. CAWSON ARCHITEGIUp [jl ) M! -G1fL (mIT. ss0" MIRY Pc - cvl�m S'.Ai•u1�A� s nt a Pi • rsPTM Ovt. w. • suite »t • •i .LEVwt • WA noon • pm 70.3•12 l2 P.01 g. ). r•• IOUJ U04 P.22 ....... (�� NGld , d X,o \\\______ --- (N) 8,•7. 15+ IS e j G' COIN • GC.) 30 -r 5 5 0.4= . cal) 2XL p•cN r.u6L a (tN1 roO'F oPZAJ+ c, 4J/ solo 'L us' HM.3GC1. , CITY RECEIVED ILA PERMIT CENTEFI TOTAL P.01 ✓!»•wCM!'iWiN / /ii✓i�f/lr✓i' iiij,41,.J•i i�viinivi✓riri�s.ti•JJi'i�rir Nei s% v %J:W'i�+�nivviJ/G✓/ViJ'.'iiity o 'ti?:6.:;° a Ugaat"Uf• i 3�uf::s'e A ralt'rp%�� ** PARSLEY ENGINEERII; ** * MECH. ENGR /CONTRACTORS * ** REDMOND, WA ** FULL COMMERCIAL HVAC LOADS PROGRAM BUILDING MASTER DATA AND DESIGN PARAMETERS: DESIGN • OUTDOOR MONTH DRY BULB AUGUST JUNE JULY SEPTEMBER JANUARY FEBRUARY WINTER ROOF ASHRAE TYPE ROOF # 1. 5 PART PART TYPE U -FAC 1. 0.080 WALL ASHRAE TYPE GROUP 1. • 83 83 • 83 83 54 * 59 21 OUTDOOR WET BULB ROOF ROOF SUSP U -FAC COLOR CLG. 0.050 DARK YES COOL HEAT T -D T -D 15 20 WALL WALL U -FAC' COLOR D 0.080 MEDIUM GLASS SUMMER WINTER GLASS NO. U -FAC. U -FAC. SHD.COEF 1. 0.540 0.490 0.500 GENERAL PROJECT INFORMATION: • INDOOR REL.HUM INTERIOR SHADING PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE: NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: ATMOSPHERIC CLEARNESS FACTOR: GROUND REFLECTANCE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: PROJ CLIENT: DATE: DESIGNER: INDOOR DRY BULB 66 50% 75 4.17 -12 66• 50% 75 4.17 -12 66 50% 75 4.17 -12 65 50% 75 -0.79 -12 48 50% 75 -24.90 -41 50 50% 75 -25.74 -36 0 50% 70 0.00 INTERIOR ROOM SHD.COEF CONST NO 0.000 MEDIUM M:97044C Tukwila, WA 29.491 IN.HG 400 FEET 47 DEGREES 26 DEG.F 1.00 20 PERCENT 8 AM 6 PM 0.81 BTUH /FT -F 2 !i a;.,, .,,., mil;• �••# ,� , ;.r.t, ICS 07/09/97 D. Marith GRAINS IN /OUTDOOR DIFF. CORRECTION GLASS GLASS WIDTH HEIGHT 1.00 10.00 RECEIVED CITY OF TUKWILA JUL 22199' PERMIT CENTER * ** FULL COMMERCIAL PARSLEY ENGINEERING WAMU - Southcenter * * * * * * * * * * * * * * * * * * * ** **1.4S7lit w.','.�ikiNatfilgt v `i BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE DIVERSITY FACTOR: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: BUILDING DEFAULT CLG. HEIGHT: BUILDING DEFAULT WALL HEIGHT: "C LOADS PROGRAM BY ELITE S 14 TWARE DEVELOPMENT INC * ** REDMOND, WA 07/09/97 '' PAGE 2 GENERAL PROJECT DATA ( CONTINUED ) " * * * * * * * * * * * * * * * * * * * ** INTERNAL OPERATING LOAD PROFILES (C =100): BOTH HEATING 1.50 WATTS 0.50 WATTS 230 BTUHS 205 BTUHS 1 PERSON 10% 10% 20% 100% 10 10 10 10.00 FEET 20.00 FEET AND COOLING LOADS PER SQUARE FOOT PER SQUARE FOOT PER PERSON PER PERSON PER 100 SQ.FT Y�}�'t�4!� rte. PSTAk2A'T!. REF HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1. 9 7 6 5 4 3 2 57 65 72 78 82 85 88 91 92 94 40 32 26 21 17 14 11 2. 15 14 12 11 10 9 8 62 66 69 73 75 78 80 82 84 85 32 29 26 23 21 19 17 3. 17 16 15 14 14 13 12 66 68 70 72 74 75 77 7879 81 27 25 24 22 21 20 19 4. 14 11 9 7 6 5 4 58 66 73 78 82 86 89 91 93 94 95 96 42 34 27 22 18 5. 21 19 17 15 14 12 11 65 68 72 74 77 79 81 83 85 86 88 89 35 32 28 26 23 6. 22'21 20 19 17 16 15 69 71 73 75 76 78 79 80.81 83 84 85 30 29 27 25 24 7. 13 11 10 9 8 7 6 53 62 69 74 77 80 83 85 87 89 42 34 28 23 20 17 15 8. 21 19 16 14 12 11 9 8 55 64 70 75 79 81 84 86 88 89 91 92 45 36 30 25 9. C C C C C C C C C C C C C C C C C C C. C C C C C 10. C C C C C C C C C C C C C C C C C C C C C C C C ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS :LG1>;13tf: sblo mr * ** FULL COMMERCIAL HlWo LOADS PROGRAM BY ELITE STWARE DEVELOPMENT INC * ** PARSLEY ENGINEERING REDMOND, WA WAMU - Southcenter 07/09/97 •' PAGE 3 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * * ** LOAD UNIT CFAC CLTD U.FAC' DESCRIPTION QUAN -SC- SHGF -CLF- 1. LARGE OPEN AREA SYS# 1 PEAK TIME 6 PM JUN. ROOF -1 -5- SUSP.0 -D 2280 1.000 47 0.050 5358 N. WALL -1 -D -M 470 0.830 2.9 0.080 111 N. GLS- 1- 90 -TRANS 330 1.000 0 0.540 0 0 %S- 0- M- NS -SOLAR 330 0.500 47 0.790 6126 LIGHTS -10 3420.00 1.000 100% 3.410 11662 EQUIPMENT -10 7000.00 1.000 3.410 23870 PEOPLE -10 8.00 1.000 230/205 1840 WINTER INFL 228 FLOOR SLAB 40.00 TOTAL * * AUGUST * HOUR ZONE.SEN 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 39614 40676 42054 43754 45359 47223 48551 49753 50294 50729 50842 JUNE ZONE.SEN 41798 43038 44568 46421 48151 50119 51471 52700 53191 53649 53864 JULY ZONE.SEN 40678 41791 43212 44956 46596 48490 49826 51035 51563 52004 52144 2. LOUNGE AREA SYS# 2 PEAK TIME 6 PM JUN. ROOF -I -5- SUSP.0 -D 480 1.000 47 0.050 PARTITION -1 800 15/20 0.080 LIGHTS -10 720.00 1.000 100% 3.410 EQUIPMENT -10 2000.00 1.000 3.410 PEOPLE -10 6.00 1.000 230/205 WINTER INFL 48 TOTAL SEN. GAIN 48,967 1,640 X 1.10 X 1.10 53,864 MONTHLY AND HOURLY ZONE # 1 SENSIBLE LOAD PROFILE SEPTEMBER ZONE.SEN 38326 39312 40624 42260 43809 45631 46947 48138 48703 49125 49194 1128 960 2455 6820 1380 12,743 1,230 X 1.10 X 1.10 14,017 Rfti3l+t , LAT. HTG. HTG. GAIN MULT. LOSS (57 X 40) = 2280 SF 1,804 JANUARY ZONE.SEN 25313 ' 26159 27354 28867 30318 32060 33355 34528 35132 35533 35523 1,353 2.450 3.920 24.010 0 1640 52.160 39.690 0 1230 52.160 5586 1842 7923 11892 1588 28,831 X 1.20 34,597 FEBRUARY * ZONE.SEN * 28207 29116 30364 31933 33429 35206 36511 37693 38278 38689 38715 * (12 X 40) = 480 SF 2.450 1176 1.600 1280 2504 4,960 X 1.20 5,952 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY "ELITE • PARSLEY ENGINEERING WAMU = Southcenter 07/09/97 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD * * AUGUST * HOUR ZONE.SEN 8 AM 9"AM :10 AM 11 'AM 12 PM 1 PM. 2 PM 3 PM 4 PM, 5 6 "PM MONTHLY AND HOURLY ZONE # 2 SENSIBLE LOAD 12460 12513 12645 12803 12988 13199 '13410 13595 13727 13833 13833 JUNE ZONE.SEN 12645 12697 12829 12988 13173 13384 13595 13780 13912 14017 14 017 JULY ZONE.SEN 12592 12645 12777 12935 13120 13331 13542 13727 13859 13965 13965 CALCULA'TIONS * * * * * * * * * * * * * * ** SEPTEMBER ZONE.SEN S 4WARE DEVELOPMENT INC *** REDMOND, WA PAGE 4 12301 12354 12486 12645 12829 13041 13252 13437 13569 13674 13674 PROFILE JANUARY ZONE.SEN 11219 11272 11404 11562 11747 11958 12169 12354 12486 12592 12592 11483 11536 11668 11826 12011 12222 12433 12618 12750 12856 12856 FEBRUARY * ZONE.SEN * ?ij;��i far L TWARE * ** FULL COMMERCIAL AC LOADS PROGRAM BY ELITE DEVELOPMENT INC * ** PARSLEY ENGINEERING REDMOND, WA WAMU' Southcenter 07/09/97 PAGE 5 * * * * * * * * ** AIR SYSTEM # 1 (Gas /Electric Rooftop Unit)'"ZONE SUMMARY * * * * * * * ** ZN. ZONE DESCRIPTION SQ.FT HTG.LOSS SEN.GAIN LAT.GAIN HTG.O.A.. CLG.O.A NO. PEAK TIME & MONTH PEOPL HTG. CFM CLG. CFM EXH. CFM REQ.CFK REQ.CFM CU.FT CFM / SF CFM / SF ACT.CFM ACT.CFM LARGE OPEN AREA 2280 34,597 53,864 6 PM JUNE .8 929 2,679 22800 0.41 1.18 ZONE PEAK TOTALS TOTAL. ZONES: 1 2,280 34,597 53,864 1,.804 8 929 2 0 22,800 0.41 1.18 1,804 NONE 20 /P 0 0 160 0 160 160 160 a« �� i y . �;3 g' %r�ya�'�;t;r, ,v �� s ��•'•y:7vi,G';•'t „ N� , A7j� �.:N�tr "4r; u . " t +:.r uP ,,� t . , °.:.. a.;,�kt% .f._: �;;�i.� ��e z.i.. ,�'%Yf.:'.z,�;v ar * ** FULL COMMERCIAL HV t LOADS PROGRAM BY ELITE S PARSLEY ENGINEERING 07/09/97 * * * * * * A•R'= �5.'EM;;.$#� a lr�: Gas; /El:ecticic: Roof tiop,. ] nit .,. .r. ]' w- 1► � 'iM'..ititca:A:::tu.,:LY,:.::i,. :...... . S.,kck .. WAMU - SQutAcenter AIR HANDLER DESC: Gas /Electric Rooftop Unit WITH CV (PROPORTION) TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 1.69 HP. FAN INPUT: 50% COMBINED FAN AND MOTOR EFF. WITH 2.00 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.97 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 80 DB, 66 WB, 74.60 GRAINS BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. PEAK TIME IN JUNE AT 6 PM IS DIFFERENT FROM HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: NONE CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: TOTAL SYSTEM SEN.LOSS: 20,326 BTUH 14,271 BTUH 0 BTUH 0 BTUH 0 BTUH SUPPLY AIR: 34,597 / (0.986 X 1.08 X 35) = WINTER VENT OUTSIDE AIR (0.00% OF SUPPLY): ZONE SPACE SEN.GAIN: 53,649 BTUH INFILTRATION SEN.GAIN: 0 BTUH DRAW -THRU FAN SEN.GAIN: 4,217 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 58,081 / (0.986 X 1.10 X 20) = ( SUMMER VENT OUTSIDE AIR (5.97% OF SUPPLY): ( RETURN DUCT SEN.GAIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 867 BTUH BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 1,804 BTUH INFILTRATION LAT.GAIN: 0 BTUH OUTSIDE AIR LAT.GAIN: 965 BTUH TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: !Or WiTtlg ■■• k °i 1t7`C,SfaS';c174Wf4not* tl$ IV•4l•1.1t7 WARE DEVELOPMENT INC * ** REDMOND, WA PAGE 6 TOTAL LOAD SUMMARY * * * * * ** INSIDE: 75 DB, 50% RH LOADS, THE ZONE SENSIBLE THE TOTAL SYS. PEAK TIME SEN. LOAD OF 53,864 228 CFM) 0 CFM) 929 CFM) 0 CFM) 0 CF 2,679 CFM) 160 CFM) 160 CFM) 0 CFM) 160 CFM) 34` 9.7';8, 57,866 BTUH 867 BTUH 2,769 BTUH 5.13 TONS AP * ** FULL COMMERCIAL HAt LOADS PROGRAM BY ELITE S CWARE DEVELOPMENT INC * ** PARSLEY ENGINEERING REDMOND, WA WAMU - Southcenter 07/09/97 PAGE 7 * * * ** AIR SYSTEM # 1 (Gas /Electric Rooftop Unit) SENSIBLE LOAD PROFILE * * * ** * MONTHLY AND HOURLY SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE * AUGUST JUNE JULY SEPTEMBER JANUARY FEBRUARY * * HOUR . ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * 1 AM 0 0 0 0 0 0 2 AM 0 0 0 0 0 0 3 AM 0 0 0 0 0 0 4 AM 0 0 0 0 0 0 5 AM 0 0 0 0 0 0 6 AM 0 0 0 0 0 0 7 AM 0 0 0 0 0 0 8 AM 39614 41798 40678 38326 25313 28207 9 AM 40676 43038 41791 39312 26159 29116 10 AM 42054 44568 43212 40624 27354 30364 11 AM 43754 46421 44956 42260 28867 31933 12 PM 45359 48151 46596 43809 30318 33429 1 PM 47223 50119 48490 45631 32060 35206 2 PM 48551 51471 49826 46947 33355 36511 3 PM 49753 52700 51035 48138 34528 37693 4 PM 50294 53191 51563 48703 35132 38278 5 PM 50729 53649 52004 49125 35533 38689 6 PM 50842 53864 52144 49194 35523 38715 7 PM 0 0 0 0 0 0 8 PM 0 0 0 0 0 0 9 PM 0 0 0 . 0 0 0 10 PM 0 0 0 0 0 0 11 PM 0 0 0 0 0 0 12 AM 0 0 0 0 0 0 LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 160 CFM BLOW -THRU FAN ENTERING COIL CONDITION PR = TSH = TLH = GTH = (BAROMETRIC PR X 1.10 X PR X 0.68 X PR X 4.50 X TSH = 0.986 X 1.10 X TLH = 0.986 X 0.68 X SUM = GTH = 0,986 X 4.50 X TOTAL SYSTEM LOAD DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY ( %) : ENTHALPY: 28 igii a ir,.!' ,'i'a.l.:Y:ir :. { :.i:M6'� %..7;: 1.,r,74"ias:'e;4':4 :•:v Yrt.::f p.EcY,..v, "ii.' &c :11,.n v ENTERING COOLING COIL CONDITIONS: LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: 55.00 WET BULB TEMPERATURE: 54.80 RELATIVE HUMIDITY( %): 98.79 ENTHALPY: 23.21 BTU /LBM k * ** FULL COMMERCIAL HV C LOADS PROGRAM BY ELITE SO` DEVELOPMENT INC * ** PARSLEY ENGINEERING REDMOND, WA WAMU - Southcenter 07/09/97 4, PAGE 8 * * ** AIR SYSTEM # 1 (Gas /Electric Rooftop Unit) PSYCHROMETRIC ANALYSIS * * * ** SYSTEM LOAD ANALYSIS LATENT GRAINS SENSIBLE TEMP 64.513 1,804 1.005 1,804 65.517 965 0.542 2,769 66.060 58,948 75.299 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) 2,679 X ( 75.299 - 55.000 ) = 2,679 X ( 66.060 - 64.513 ) = 2,679 X ( 28.402 - 23.205 ) = 75.30 62.69 49.85 .40 BTU /LBM 55.000 4,217 1.452 0 0.000 0 0.000 53,864 18.548 58,081 75.000 0 0.000 0 0.000 0 0.000 867 0.299 0 0.000 DRY BULB TEMPERATURE: DRY BULB TEMPERATURE: �k"`i,!i;" �+!: ��r::'41f,�Y :` X3' �`: 4k'tlt•;rvTt'a -0:Y".�;'�':.i:?! ^: Y "..: 5'..'}"t�.9iii4M?Y'l�K�� CFM 195 0 0 2,484 2,679 2,679 58,948 BTUH ' 2,778 BTUH 61,726 BTUH 61,737 BTUH 61,502 BTUH ENTERING HEATING COIL CONDITIONS: 70.00 LEAVING HEATING COIL CONDITIONS: 105.00 * ** F ULL COMMERCIAL HV PARSLEY ENGINEERING WAMU - Southcenter ************ AIR SYSTEM LOADS PROGRAM BY ELITE SO 07/09/97 # 2 (Gas /Electric Rooftop) ZN. ZONE - DESCRIPTION SQ.FT HTG.LOSS SEN.GAIN LAT.GAIN HTG.O.A CLG.O.A NO. PEAK TIME & MONTH PEOPL HTG. CFM CLG. CFM EXH. CFM REQ.CFM REQ.CFM CU.FT CFM / SF CFM / SF ACT.CFM ACT.CFM LOUNGE AREA 6 PM JUNE ZONE PEAK TOTALS TOTAL ZONES: 1 480 6 4800 480 6 4,800 5,952 160 0.33 5,952 160 0.33 14,017 697 1.45 14,017 697 1.45 WARE DEVELOPMENT INC * ** REDMOND, WA PAGE 9 * * * * * * * * * * ** ZONE SUMMARY 1,353 0 1,353 0 NONE 0 0 20 /P 120 120 120 120 * ** FULL COMMERCIAL AC PARSLEY ENGINEERING WAMU - Southcenter * * * * * * * ** AIR SYSTEM # 2 AIR SYSTEM PEAK TIME: 5 PM IN JUNE OUTDOOR CONDITIONS: 80 DB, 66 WB, 74.60 GRAINS BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. PEAK TIME IN JUNE AT 6 PM IS DIFFERENT FROM HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: TOTAL SYSTEM SEN.LOSS: 2,948 BTUH 3,004 BTUH 0 BTUH 0 BTUH 0 BTUH SUPPLY AIR: 5,952 / (0.986 X 1.08 X 35) = WINTER VENT OUTSIDE AIR (0.00% OF SUPPLY): ZONE SPACE SEN.GAIN: 14,017 BTUH INFILTRATION SEN.GAIN: 0 BTUH DRAW -THRU FAN SEN.GAIN: 1,097 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 15,114 / (0.986 X 1.10 X 20) _ SUMMER VENT OUTSIDE AIR (17.2% OF SUPPLY): RETURN DUCT SEN.GAIN: 0 BTUH RETURN PLENUM SEN.GAIN: 0 BTUH OUTSIDE AIR SEN.GAIN: 651 BTUH BLOW -THRU FAN SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 1,353 BTUH INFILTRATION LAT.GAIN: 0 BTUH OUTSIDE AIR LAT.GAIN: 724 BTUH TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: ?; ''.'VACCt1IPV..VO:C".^!, ,h tdrv'£5 n r.A:ltws.1Ya.. *�;. 48 CFM) 0 CFM) 160 CFM) 0 CFM) 0 CFM) 697 CFM) 120 CFM) 120 CFM) 0 CFM) 120 CFM) LOADS PROGRAM BY ELITE S'TWARE DEVELOPMENT INC * ** REDMOND, WA 07/09/97 PAGE 10 (Gas /Electric Rooftop) TOTAL LOAD SUMMARY * * * * * * * ** AIR HANDLER DESC: Gas /Electric Rooftop WITH CV (PROPORTION) TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 0.4'4 HP. FAN INPUT: 50% COMBINED FAN AND MOTOR EFF. WITH 2.00 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.92 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING INSIDE: 75 DB, 50% RH LOADS, THE ZONE SENSIBLE THE TOTAL SYS. PEAK TIME SEN. LOAD OF 14,017 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: NONE CONTROLS OUTSIDE AIR , 55 22 ,. ft.3�!r.'� 15,114 BTUH 651 BTUH 2,077 BTUH * ** FULL COMMERCIAL Hit LOADS PROGRAM BY ELITE S TWARE DEVELOPMENT INC * ** PARSLEY ENGINEERING REDMOND, WA WAMU - Southcenter 07/09/97 ' ._-_,,, PAGE 11 * * * * * * ** AIR SYSTEM # 2 (Gas /Electric Rooftop) SENSIBE LOAD PROFILE * * * * * ** MONTHLY AND HOURLY SYSTEM # 2 ZONE SENSIBLE LOAD PROFILE AUGUST. HOUR . ZONE.SEN 1 AM . 0 2 AM . 0 3 AM 0 4 AM 0 5 AM 0 6 AM 0 7 AM 0 8 AM 12460 9 AM 12513 10 AM 12645 11 AM 12803 12 PM 12988 1 PM 13199 2 PM 13410 3 PM 13595 4 PM 13727 5 PM 13833 6 PM 13833 7. PM 0 8 PM 0 9 PM 0 10 PM 0 11 PM 0 12 AM 0 JUNE ZONE.SEN 0 0 0 0 0 0 0 12645 12697 12829 12988 13173 13384 13595 13780 13912 14017 14017 0 0 0 0 0 0 • JULY SEPTEMBER JANUARY FEBRUARY * ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * 0 0 0 0 0 0 0 12592 12645 12777 12935 13120 13331 13542 13727 13859 13965 13965 0 0 0 0 0 0 0 0 0 0 0 0 0 12301 12354 12486 12645 12829 13041 13252 13437 13569 13674 13674 0 0 0 0 0 0 0 0 0 0 0 0 0 11219 11272 11404 11562 11747 11958 12169 12354 12486 12592 12592 0 0 0 0 0 0. 0 0 0 0 0 0 0 11483 11536 11668 11826 12011 12222 12433 12618 12750 12856 12856 0 0 0 0 •0 0 * PR TSH TLH GTH w'T164(,"`.!4"i4 }an :,�Z '.hL abl'.'aMm: f x.l1 o '%OMmX.M.1C x% ?ar PARSLEY ENGINEERING WAMU - Southcenter * * * * * ** AIR SYSTEM # LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 120 CFM BLOW -THRU FAN ENTERING COIL CONDITION GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: _ (BAROMETRIC = PR X 1.10 X = PR X 0.68 X = PR X 4.50 X SUM = GTH = 0.986 X 4.50 X TOTAL SYSTEM LOAD ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY(%): ENTHALPY: 28 DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY( %): ENTHALPY: 22 75.86 63.11 49.71 .71 BTU /LBM LEAVING COOLING COIL CONDITIONS: 55.00 54.34 96.05 .92 BTU /LBM 62.700 1,353 2.896 1,353 65.597 724 1.550 * ** FULL COMMERCIAL HVA ^ LOADS PROGRAM BY ELITE SOF IARE DEVELOPMENT INC * ** REDMOND, WA 07/09/97 • PAGE 12 2 (Gas /Electric Rooftop) PSYCHROMETRIC ANALYSIS * * * * * ** SYSTEM LOAD ANALYSIS LATENT GRAINS SENSIBLE 1,097 0 0 14,017 15,114 0 0 0 651 0 °S, 55.000 1.452 0.000 0.000 18.548 75.000 0.000 0.000 0.000 0.861 0.000 2,077 67.147 15,765 75.861 TEMP CFM PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) CFM X (DB.ENTERING - DB.LEAVING) CFM X (GRAINS.ENTERING - GRAINS.LEAVING) CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) TSH = 0.986 X 1.10 X 697 X ( 75.861 - 55.000 ) = TLH = 0.986 X 0.68 X 697 X ( 67.147 - 62.700 ) = 697 X ( 28.709 - 22.924 ) = 51 0 0 646 697 697 15,764 BTUH 2,077 BTUH 17,841 BTUH 17,884 BTUH 17,842 BTUH ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 70.00 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 105.00 Post•It Fax Note 7 71 put° _ T° CJAAA) Ivi,,,t, k 6tkOtt It" 1 tvc,„Lk CoiOupt. P it. Itt Co. . X. e, S Phonu N Phone 14 L i LlY ) t el Nut N tn.-Pt vb Fax II ANA Page L17..17e97 13:33 F'AN AL-17-199? 10 ( D ENGINER, INC. ruti 11't12171711111TErTIAIIIill 1T 7 CITY OF TUIMILA APPROVED JUL 2 9 1997 AS Nolo MUILDING • _oshotra_klil ML) _gam& ,s m I ,.,„• A}cEs •••••••••••••• • 11.• •••••••■ 1001 114C• 515 leo,01 *VC PM • 5UiTe 201 ,* 851.LEVU5 Wit NOS -.mi..-- • tgionvut.14 P.02 I3DWff CALLISONARCHITECTURE, UN1/T. 5SCOt MAO( N131 .Frr: Lccircied, A$S tAc SiVc p, 80 voespiwil■■• \ . 41 i°00;14 (i .XC, com, .....„...._...___ e,t6.) 30" 1 i s 0. 4,--o'ci_c . CAO 2 4(6 , pCi r g optki4e0 w/ $imp HA/J44 •■•• 11.■ RECEIVED CITY OF TUKWILA ••! 2 N PERMIT CENTER g n4:10 fs g • (aI) 747,3592 ) i li Pi 13:34 FAX ,TUL -17 -.1997 1621 KB E:NUINEFIC, INC. 1 A434 mroiLigrt: Ve Lc/CATION: 4" 90 Ii4' (11 • ..._,.r...., w 040•04 Margie •.. CALUSON ARCHIT c� lr,. NC •L.L.C.PL.R,...s puz. Pc-TAIL ~ w$,II, slog. EYE • 1MMTH AVt, WE. • SUITE 101 • SILLEVUE • WA f1NOOtl • (2001 y47•3su Page 2 ()004. 104 P. N:3 1.0. 9 ouq J'Iwb, i.k5i7:.( (r,.� . { �` ' qv r an q 7ri,a N ' 1F�10 +1"Y�ii?. {;SaaikYJliw City of Tukwila Fire Department Suly 1g97 Fire Department Review Control #M57,06679 Re: H.V.A.C. at We h fri) /M CL! 5aO(1 C$ 662111 Dear sir : 35 `St rc r)Qer B I U 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 greater than 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be Installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 _/ City of Tukwila Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. 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) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 510 The Tukwila Fire Prevention Bureau cc: TFD file nod John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 :ENERAL NOTES: ALL TRADES TO LEAVE 36" CLEARANCE IN FRONT OF AIR CONDITIONING UNIT AND OTHER MECHANICAL EQUIPMENT ACCESS PANELS FOR SERVICING. :ENERAL CONTRACTOR COORDINATION: ACCESS TO BALANCING DAMPERS, DUCT ACCESS PANELS, AND EQUIPMENT ABOVE THE CEILING SHALL BE ASSURED AND PROVIDED BY THE GENERAL CONTRACTOR LAY -IN CEILINGS CONSTITUTE SUITABLE ACCESS. SHEET ROCK, SPLINED, WOODEN, ETC. WALLS OR CEILINGS WOULD REQUIRE A MINIMUM 22 "x22" MILCOR (OR EQUAL) ACCESS DOOR OF SIMILAR RATING TO WALL/CEILING PROVIDED BY THE GENERAL CONTRACTOR. LOCATION OF SUCH ACCESS DOORS WILL BE COORDINATED BY MECHANICAL CONTRACTOR. CUTTING, FRAMING, PATCHING, SEALING, AND PAINTING OF WALL, CEILING, AND FLOOR OPENINGS SHALL BE BY GENERAL CONTRACTOR. ROOF CURBS, FLASHINGS, SLEEPERS, ADDITIONAL STRUCTURAL SUPPORTS, AND CUTTING AND PATCHING OF ROOF OPENINGS SHALL BE BY GENERAL CONTRACTOR (SEE NOTE #5 BELOW). ROOFTOP AIR CONDITIONERS ARE FURNISHED WITH FACTORY CURBS REQUIRING INSULATION, CANT STRIP, ROOFING, AND COUNTER FLASHING BY GENERAL CONTRACTOR. CURB SHALL BE ASSEMBLED AND SET IN PLACE BY MECHANICAL CONTRACTOR. LEVELING, TRUING, AND FASTENING TO ROOF STRUCTURE SHALL BE BY GENERAL CONTRACTOR, AS FOLLOWS: A MAXIMUM ALLOWABLE SLOPE END -TO -END IS 1/2" B. MAXIMUM ALLOWABLE. SLOPE SIDE -TO -SIDE IS 1/2" C. TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE ACCEPTABLE MATING AND SEALING SURFACE. D. ROOF CURB MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. WHERE INDICATED IN GRILLE AND DIFFUSER SCHEDULE, SOME ITEMS WILL BE FURNISHED WITH A FACTORY APPLIED PRIME COAT FINISH. FINAL PAINTING SHALL BE DONE BY GENERAL CONTRACTOR. LECTRICAL COORDINATION: GENERAL NOTES EXHAUST FANS IN RESTROOM AND JANITOR'S CLOSET SHALL EACH HAVE 15- MINUTE WALL TIMER. SWITCHING WITH LIGHTS IS NOT ACCEPTABLE. FI FCTRICAL CONTRACTOR SHALL PROVIDE WALL TIMER AND DO ALL WIRING. ROOFTOP EXHAUST FAN FOR LOUNGE SHALL HAVE 60- MINUTE WALL TIMER. SWITCHING WITH LIGHTS IS NOT ACCEPTABLE. ELECTRICAL CONTRACTOR SHALL PROVIDE WALL TIMER AND DO ALL WIRING. EXHAUST FAN IN UTILITY ROOM SHALL HAVE LINE VOLTAGE THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 0_ ELECTRICAL CONTRACTOR SHALL PROVIDE SERVICE POWER AT MECHANICAL EQUIPMENT IN ACCORDANCE WITH 1994 UMC AND CITY OF TUKWILA REQUIREMENTS. 1_ CONDUIT FOR ROOFTOP A/C UNIT POWER SHALL BE STUBBED -UP THROUGH ROOF OUTSIDE A/C UNIT CURB_ THERMOSTAT CABLE CAN BE BROUGHT UP INSIDE CURB_ 'LUMPING COORDINATION: 2. PLUMBER SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN A MINIMUM 10' OF CLEARANCE FROM OUTSIDE AIR INTAKES ON ROOF. TRUCTURAL COORDINATION: 3. UNIT WEIGHTS AND LOCATIONS HAVE BEEN COORDINATED WITH ARCHITECT AND STRUCTURAL ENGINEER TO DETERMINE BUILDING STRUCTURAL ADEQUACY. IF IT IS NECESSARY TO RELOCATE A UNIT, RECOORDINATION WITH THESE PARTIES WILL BE NECESSARY. 3EILING DIFFUSERS, OETURN AIR GRILLES: RANSFER GRILLES: XHAUST GRILLES: GRILLE & DIFFUSER SCHEDULE CEILING DIFFUSER (LAY -IN T -BAR CEILING) 4-CORE ADJUSTABLE, WITHOUT O.B.D., WITH FILLER PANEL FOR 24 ° x24 ° LAY -IN MODULE. KRUEGER SERIES 1240, FRAME 23. FINISH: WHITE BAKED ENAMEL (PAINTABLE) ?.AG. RETURN AIR GRILLE ALUMINUM EGG CRATE LOUVER 1/2 x 1/2" x 1/2" CORE COLOR: ALUMINUM G. SAME AS RAG. ABOVE. LG. SAME AS R.A.G. ABOVE. rn D0 MISCELLANEOUS: SHEET METAL NOTES SHEET METAL DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS. A CALL -OUT SUCH AS 12"x12" - 1" S.L. MEANS A 14 "x14' SHEET METAL DUCT WITH 1" SOUND LINER, GIVING A NET INSIDE DIMENSION OF 12 "x12 ". SHEETMETAL DUCT SIZES ARE NET INSIDE DIMENSION. 2. THESE PLANS HAVE BEEN COORDINATED WITH THE ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS_ ANY CHANGES IN THIS LAYOUT MUST BE REVIEWED BY MECHANICAL ENGINEER. 3. WHERE SPACE PERMITS, RECTANGULAR DUCT ELBOWS SHALL BE RADIUS TYPE WITH FULL RADIUS THROAT. OTHERWISE, RADIUS ELBOWS MAY BE USED DOWN TO A MINIMUM HALF RADIUS THROAT. WHERE SPACE CONSTRAINTS DO NOT ALLOW AT LEASE HALF RADIUS, USE SQUARE ELBOWS WITH DOUBLE THICKNESS TURNING VANES INSTALLED IN EVERY RAIL TAB. ROOFTOP PACKAGED AIR CONDITIONING SYSTEM: 4. SUPPLY DISTRIBUTION FROM AIR CONDITIONING UNIT TO DIFFUSERS SHALL BE AS FOLLOWS: A VERTICAL DROPS FROM ROOFTOP A/C UNIT SHALL BE RECTANGULAR GALVANIZED SHEET METAL WITH 1' SOUND LINER. FABRICATE AND INSTALL PER SMACNA 1/2" PRESSURE CLASSIFICATIONS. B. SUPPLY AIR DISTRIBUTION DUCTWORK FROM VERTICAL DROPS TO DIFFUSERS SHALL BE SAME AS VERTICAL DROPS. C. FLEXIBLE DUCT RUNOUTS TO DIFFUSERS SHALL HAVE 1" INSULATION AS INDICATED ON PLANS. D. WHERE RETURN AIR IS DUCTED, RETURN AIR DUCTWORK SHALL BE SAME AS "C" ABOVE EXHAUST DUCTWORK: 5. EXHAUST DUCTWORK SHALL BE AS FOLLOWS; A. EXHAUST DUCTS SHALL BE UNLINED GALVANIZED SHEET METAL WITH UNINSULATED FURNACE PIPE RUNOUTS WITH HARD COONECTIONS TO EXHAUST CANS UNLESS INDICATED. B. EXHAUST DUCT FOR EF-4 SHALL BE LINED GALVANIZED SHEET METAL DROPS WITH INSULATED FLEXIBLE DUCT RUNOUTS TO EXHAUST GRILLES. FABRICATE AND INSTALL PER SMACNA 1/2" PRESSURE CLASSIFICATION. DUCT CONSTRUCTION: 6. DUCT MATERIALS AND CONSTRUCTION METHODS: A. SHOP FABRICATED DUCTS, ALUMINUM FLEXIBLE DUCT, AND WRAPPED FIBERGLASS FLEXIBLE DUCT SHALL BE LISTED AND LABELED UL -181 FOR ITS USE. B. DUCT LINER AND DUCT INSULATION SHALL BE LISTED UL -723, CLASS 1 WITH A FLAME SPREAD RATING LESS THAN 25, AND SMOKE DEVELOPED RATING NOT OVER 50. C. INSULATED FLEX DUCT: THERMAFLEX GKM. 1" AS INDICATED ON PLANS 7. ALL DUCTWORK SHALL BE SEALED AS FOLLOWS: A. ON LOW PRESSURE DUCTWORK STANDARD CRAY DUCT TAPE SHALL BE USED TO SEAL ALL TRANSVERSE JOINTS. LOW PRESSURE LONGITUDINAL JOINTS DO NOT REQUIRE A TAPE SEAL. AIR CONDITIONING UNITS AC -1 EXISTING. CARRIER 3 -TON, PACKAGE ROOFTOP GAS /ELECTRIC AIR CONDITIONING UNIT. MODEL 48DJE004500. 208/3/60. 124 MBH GAS INPUT 100.4 HEATING OUTPUT. 81% AFUE. AC -2 SAME AS AC -1 ABOVE. EQUIPMENT SCHEDULE AC -3 NOMINAL 2 TON, PACKAGE ROOFTOP GAS /ELECTRIC AIR CONDITIONING UNIT, TRANE MODEL YCY024F1 MOA COOLING CAPACITY AT 95F OUTDOORS, 80f DRY BULB /67F WET BULB ENTERING INDOOR COIL: 24.0 MBH TOTAL, 16.6 MBH SENSIBLE COOLING SEER = 12.00. 800 CFM SUPPLY AIR AT 0.76" ESP, HIGH SPEED. 55 MBH GAS INPUT. 44 MBE/ HEATING OUTPUT 80.0% AFUE. 208/1/60, 16.9 MCA 25 MFS, 25 AMP MAX HACR BREAKER. 1/4 MHP. WEIGHT = 550 LBS. ..OR, UPON APPROVAL FROM GENERAL CONTRACTOR; NOMINAL 2 TON, PACKAGE ROOFTOP GAS /ELECTRIC AIR CONDITIONING UNIT, TRANE MODEL YCCO24FILOB. COOLING CAPACITY AT 95F OUTDOORS, 80f DRY BULB /67F WET BULB ENTERING INDOOR COIL: 23.4 MBH TOTAL, 16.6 MBH SENSIBLE. COOLING SEER = 10.00. 800 CFM SUPPLY AIR AT 0.53" ESP, HIGH SPEED. 40 MBH GAS INPUT. 32 MBH HEATING OUTPUT. 78.0% AFUE. 208/1/60, 15.7 MCA 25 MFS, 25 AMP MAX HACR BREAKER. 1/4 MHP. WEIGHT = 451 LBS. THERMOSTAT T1,T2 EXISTING. T3 ! 7 -DAY, PROGRAMMABLE ELECTRONIC THERMOSTAT. HONEYWELL T7200A1006. T LINE VOLTAGE THERMOSTAT (FOR EF -3). HONEYWELL T651A2028. EXHAUST FANS EF-1,2 CEILING EXHAUST FAN. GREENHECK MODEL SP -216. 104 CFM @ 0.25" ESP, 1100 RPM, 1.9 SONES. 115/1/60, 0.62 AMPS, 53 WATTS. SEPARATE WALL TIMER BY ELECTRICAL CONTRACTOR. EF -3 ''. CEILING EXHAUST FAN. GREENHECK MODEL SP -224. 227 CFM ® 0.25" ESP, 1000 RPM, 3.4 SONES. 115/1/60, 0.77 AMPS, 83 WATTS. LINE VOLTAGE j THERMOSTAT BY MECHANICAL CONTRACTOR. EF -4 ' CENTRIFUGAL ROOFTOP EXHAUST FAN. GREENHECK MODEL GB -80 -4. 608 CFM ® 0.375" ESP, 1470 RPM, 9.1 SONES. 115/1/60, 0.12 BHP, 1/4 HP. ACCESSORIES INCLUDE 12" HIGH FACTORY ROOF CURB AND 10"X10" BACKDRAFT DAMPER. SEPARATE WALL SWITCH BY ELECTRICAL CONTRACTOR. 12 12 CD 600 CFM v 8" 0 v e 10 /10 -1 5t L_ v d v r sr v 8°0 250CFM EXIST'G T'STAT _- 12/12CD 400 CFM 10 "0 „i ON ROOF WITH 10/10 B.D.G. 24/12E.G. WALL TIMER BYCL'). NEW UNIT ON ROOF 14/19- 1 "S. L. SUPPLY DROP 19/19 -1 "S.L SUPPLY DROP CO 150 CFM 12"0 WALL TIMER ELY 0 o FLOOR PLAN LINE VOLTAGE THERMOSTAT 8"0 UP THRU ROOF TO CAP TO AC -1 & AC -3 8"0 UP TO ROOF CAP REPLACE 3/4" WITH NEW 1" GAS PIPE UPON APPROVAL FROM GAS METER FACTORY CURB 24" TRUSS ® 48" O.C. TYPICAL OAC -3 ROOF MOUNT =1 ' -0' EXISTING BUILDING ITE P NO SCALE EXISTING BUIUNG ANDOVER PARK WEST 12/24 T.G. 6 6CD f50CFM \i \ 8°0 NEW 10 ° 0 EW 8 /BCD 150 CFM x-19/14 -1 "S.L 2X4 UNDER UNIT CURB JOB SITE L74 °0 EXIST'G ' 10"0 EXISTING EXISTING 32/14 RETURN DROP EXISTING 24/12 SUPPY DROP EXISTING 32/14 RETURN DROP 10 "0 EXISTING UNIT ON ROOF 16 "0 EXISTING 1. EXISTING AC ON ROOF 12 "0 +1-1/2" EXISTGS 24/2 I.A.G. EXISTING T'STAT COPE OF WORK NOTE: THE TERM "PROVIDE" b EANS TO FURNISH AND INSTALL. FILE COPY 1 undo -:: -1 '.:: :: tho Plan Chec'.c sub;_ : t: C7:=:3 and omIssions Cr. of playa c:o o not authorize the Jvlolation cf cr.] ac'opted code or ordeteeel. SOW of contractor's copy of epr roved plats By Date Permit No PROVIDE ONE (1) NEW 2 -TON ROOFTOP, GAS /ELECTRIC, PACKAGE AIR CONDITIONING UNIT COMPLETE WITH NEW SUPP Y /RETURN DUCTWORK, CEILING DIFFUSERS AND RETURN GRILLE. NEW 2 -TON UNIT WILL SERVE THE LOUNGE. PROVIDE ONE 2. (1) EL CTRON/C () 7 -DAY PROGRAMMABLE THERMOSTAT FOR UNIT ABOVE. 3. PROVIDE ONE (1) NEW CEVTRIFUGAL ROOFTOP EXHAUST FAN TO SERVE THE LOUNGE. FURNISH NEW LINE VOLTAOc THERMOSTAT TO CONTROL EXHAUST FAN. INSTALLATION AND WIRING BY ELECTRICA1 CONTRACTOR. 4. PROVIDE A TOTAL OF THR E (3) NEW CEILING EXHAUST FANS TO SERVE THE RESTROOM, THE UTILITY /STORAGE R00 AND THE JANITOR'S CLOSET COMPLETE WITH EXHAUST DUCTWORK AND ROOF CAFJJ 5. PROVIDE NEW SUPPLY DlF CONDITIONING UNITS. DIS THE TWO EXISTING UNITS 6. UPON APPROVAL FROM G ERAL CONTRACTOR, REPLACE EXISTING 3/4" GAS LINE FROM METER TO AC -1 WITH 1" AS LINE. PROVIDE NEW 3/4" LINE FOR AC -3 AND CONNECT TO GAS LINE. GAS METER IS EXISTING. 7. PERFORM CHECK, TEST, MD START ON PACKAGE AIR CONDITIONING UNITS. AIR BALANCE SYSTEMS TO +/i. 105 OF CFM'S SHOWN ON DRAWING. PROJECT NAME: JURISDICTION: ASSESSOR NUMBER: PROJECT ADDRESS: TENANT: GENERAL CONTRACTOR: HVAC CONTRACTOR: USERS FOR TWO (2) EXISTING ROOFTOP, PACKAGE AIR �IBUTION DUCTWORK IS EXISTING AND WILL BE RE -USED. ILL SERVE THE FRONT TELLER AREA. PERMIT INFORMATION WASHINGTON MUTUAL SAVINGS BANK - SOUTHCENTER CIT' OF TUKWILA 262304 -9004 351 STRANDER BOULEVARD TLKWILA, WA 98188 WASHINGTON MUTUAL SAVINGS BANK INNOVATIVE CONSTRUCTION SERVICES 26011 ELLIOTT AVENUE, SUITE 4226 SEATTLE, WA 98121 (206) 448 -7761 CONTACT: TIM WELCH /MARK CONWAY PARSLEY ENGINEERING, INC. 4620 - 232ND AVENUE NE REDMOND, WA 98053 (205) 836 -2926 CONTACT: RONN M. PARSLEY, PE WA STATE CONTRACTOR VC. 1': PARSLEI 077 -MK ";10 /10CD 1;350 CFM (3TYP) tu. rn 00 SEPARATE PERMIT REQUIRED FOR: ❑MECHANICAL Ii E ❑ ��PLUMBING L' AS PIPING CITY OF TUKWILA BUILDING DIVISION WY OF TUKWILA JUL 2 9 AS NUM U LLJ W z LLJ >- LLJ -J a_ +! c RECEIVED CITY OF. 1UKWILA JUL "2 2 1997 DRAVlWIN6 SHEET'!: � w N th `° m N N 05_ 0