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HomeMy WebLinkAboutPermit M01-023 - RED DOT CORPORATIONCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M01 -023 Type: B -MECH Category: NRES Address: 745 ANDOVER PK E Location: Parcel *: 262304 -9115 Contractor License No: PERFOHA15ORT TENANT OWNER CONTACT CONTRACTOR RED DOT CORPORATION Phone: 745 ANDOVER PK E, TUKWILA, WA 98138 745 BUILDING Phone: (206) 575 -8525 C/O METROMARK INVESTMENT MGM, 1005 ANDOVER PARK E, TUKWILA WA 98 BARRY ANDERSON Phone: 425 - 251 -0356 7649 S 180 ST, KENT WA 98032 PERFORMANCE HEATING Phone: 425 251 -0356 7649 S 180 ST, KENT WA 98032 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: _INSTALL NEW 6 -TON HVAC SYSTEM @ TECH CENTER, TWO NEW 1.5 -TON SPLIT SYSTEM HEAT PUMPS @ CONTROL ROOMS, AND RELOCATE ONE EXISTING PROCESS COOLING SYSTEM FROM OFFSITE AS SHOWN ON SHEET M -121, RELOCATE 1 VEHICLE EXHAUST FAN FROM OFFSITE. UMC Edition: 1997 * * * * * * * * * * * * * * ** ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Centel µluthorized Signature g -DS I 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 building ermit. Signature: Print Name: ___ MECHANICAL PERMIT Date Date: Title: Valuation: Total Permit Fee: z -z3 o � (206) 431 -3670 Status: ISSUED Issued: 02/23/2001 Expires: 08/22/2001 8,400.00 92.31 ` =► -- - T kLeslef___ 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. • DEPARTMENTS: Build'[7ivision Public Works v,=ROU IDOL ern rin ova PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M01 -023 DATE: 2 - - PROJECT NAME: RED DOT - PHASE II ;SITE.ADDRESS: 745 ANDOVER PK E SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # After Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: yc Fire Prevention EXT /4W 27 Structural CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator TUES /THURS ROUTI G: Please Route Structural Review Required U No further Review Required REVIEWER'S INITIALS: ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -6 -2001 Complete Incomplete n Not Applicable Comments: Not Approved (attach comments) I DATE: DUE DATE 3-6-2001 Not Approved (attach comments) n DATE: DUE DATE DATE: DEPARTMENTS: Building Division Public Works DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete Comments: r Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: 4 I6.■ Fire Prevention Structural n n n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M01 -023 DATE: 2 -1 -01 PROJECT NAME: RED DOT — PHASE II SITE ADDRESS: 745 ANDOVER PK E SUITE NO: 'XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued REVIEWER'S INITIALS: ��'� DATE: Planning Division Permit Coordinator n DUE DATE: 2- 6-2001 TUES /THURS ROUTING: Please Route Structural eview Required ri No further Review ' quir Not Applicable DATE: Not Approved (attac DUE DATE 3-6-2001 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: oc 0 0 U) 0 cn u_ . w o. w 3 Z H: 11J ui 0 0 i O N 0 F- w w` h I - r - 0 . w z 0 H z PERMIT NO.: 1 101 MECHANICAL PERMIT APPLICATIONS INSPECTIONS Th ❑ 00002 Pre - construction ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 01080 Woodstove 01090 01100 Smoke Detector Shut Off Rough -in Mechanical 01101 Mechanical Equipment/Controls 01102 Mechanical Pip /Duct Insul ❑ 01105 Underground Mech Rough -in ❑ 01115 Motor Inspection 1400 Fire Final 01800 Final Mechanical 04015 Special -Smoke Control System CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0014 Readily accessible access to roof mounted equipment Sc e 0016 Exposed insulation backing material 0019 All construction to be done in conformance w /approved plans 0002 Plumbing permits shall be obtained.through King Co 0027 Validity of Permit 0003 Electrical permits obtained through L & I 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans 4. available ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." Additional Conditions: TENANT NAME: FEES Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (YIN) FurnaceBurner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/Wall/Floor - mounted Heater (qty) Appliance Vent (qty) Heating/Refrig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP /100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over 50 HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm /Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $$) Add'l Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'l Plan Review (hrs) Plan Reviewer: tilit Permit Tech: KA \ Dot- P Date: 120 Date: /,;10/ Z w v U 0 '. N N LL W O 2 g—J N D W _. Z �. 1- 0 Z W D O co 0 H = W b W Z V u . Z =ACTIVITY NUMBER: M01 -023 DATE: 2 -1 -01 PROJECT NAME: RED DOT - PHASE II SITE ADDRESS: 745 ANDOVER PK E SUITE NO: XX Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued. Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I I Incomplete n Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP C Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved A REVIEWER'S INITIALS: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: WROUI[.PO Fire Prevention Structural ro e. with Conditions Sio n Planning Division Permit Coordinator No further Review Required Not Approved (attach comments) DATE: 9-1)) 1 DUE DATE: 2-6 -2001 Not Applicable n DUE DATE 3- 6-2001 U Project Name/Tenant: 1? ;fit 9,t, - `T cJ-, �, rii iZ tpc6ss Value of Mechanical Equipment: - 0 ) 4-00 Site Address : City State/Zip: 74 414C1( tz pciaic EAs% iA rol Lig (Ail 9 Tax Parcel Number 2102.304 - f)15 - 0 Phone: (2040 ) S 7.5 - 5' S' Property Owner: , r aaA e 1/v.63.4 jM eA ro 11W k. f n Street Address: J City State/Zip: 10 0 / v L veer Po,( 6 r, k t.A3 ct_ c,.-) it 6 1813 8 Fax #: ( ) Contractor: I 1 Gsr f ivtan C� 1-1 ( ea. 1 i :. All 1 r L 0" i' • be1 I YI Phone: (x-25) 2 - 0 3r( o Street C' State/Zip: .: a T S f e (-`-) ' ` 003'2_ Fax #: (425) ZS — 0 2 - . ec:) Con t�ct Person: /-t 1 p fl1 9 �p /1 // v0. f'r ►"u e 1rso rN 13 YT a/� 1 I o -ickvi ce /a -f L -C'e1 qq ep / Phone: (42S) 2 5 - /.v -3S�(p Fax #: (42y) 2S ^ 02 e0 , Street Addr .es / `-/ City State/Zip: 6 4 ci . s- (o Ve vt' - W 4 6it303 2 'BUILDING.OWNER OR A ORIZED AGENT: Date: . /0/ Signature: Print name: 64K P1 /► ieieacs- Phone: (4&)2 S 6 Fax #: (425') 2S / -o22O Address: c oo - .5r: City/State/Zip: Z � 7 CITY OF 'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Mechanical 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. Project Number. Permit Number. R STAFF USE ONLY Mo t-oz3 MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): t s•� , 11 h 6 4 U VAC Si seem P, c �t ee.d +e r . @) he�.S i e5 �0!'1 Sp i t S' s ew. 1 -if F?Avh a �a�I�►s el-v\ re l o &e arse acess re7,6 -1 4 dwt - ss1 as . n On J ee4- !M— i2.‘ 3 ,- efaca -e I Current 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 OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date application accepted: 11/2/99 • much permitdoc 2- I —O I WInillIniamosiamMIBPIIIINommoommamer Date application expires: 8- 1 -Ol 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Application taken by: (initials) ✓ I/ Submittal Requirements Floor plan and system layout / Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) H 1/ Details and elevations (for roof mounted equipment) and proposed screening eat Loss Calculations or Washington State Energy Code Form #H -7 , ./ H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut - off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). K" Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. R ESIDENTIAL: Two complete sets of attachments required with application submittal 11/2/99 n.lscp »u.dnc Submittal Requirements New Single Family Residence Heat loss calculations or Form H -6. Equipment specifications. Change - out or replacement of existing mechanical equipment I Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water. heaters or vents being installed or replaced. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. • CITY OF TUKWILA Permit No Address 745 ANDOVER PK E Suite Tenant: RED DOT CORPORATION Status: Type: B -MECH Applied: Parcel #: 262304 -9115 Issued: M01 -023 ISSUED' 02/01/200 02/23/200 * * *' ** * ** k ** Ott * ** * * * * * ** ** * ** *** *** * **** * ** *** ** * * * * ** *** * ** *** *;ft **** Permit Conditions: ' 1. Plumbing permits shall be obtained through the Seattle -King :County. Department of Public -; Health::;.:Plumbing will be inspected by that agency, `:?in`cluding all; gas .piping '(296- 4722).. , Electrical permits',-Shall, be obtained through the Washington. ;State Division of Labor and Industr.'ies and ;al,l `electrical work will bef .inspected by that agency (24676630). No changes wi 11 be Made to the , plans unless approved by the 'Engineer,` and .< the Tukwi la Building Division. •A1.1 permits, inspect,ion .records °.and approved plans shall,, be 'ava i l ab'l.e at ' the . aab site prior to .-the start of any:: con= struct'i.on • Thesedocuments,$are to' be maintained and-,:.avai able u`nt i.i;. •final•`' inspect ion .approva1 is granted. All 'icanstruction to be done +in' =conformance with approved ;plans ar5d r';equ;i rements': •of the Uniform Building Code (1997 Edit-i onNas' amended,,Uniform` .,Code (1997- :Ed,ition) land. Wash i ngton State En.er gv, Code ,(;1997, Edition). Manufacturers installation i nsitruct ions required on;: site fdr'� 'the= building inspe=ctors •review`. *:*FIRE .DARTMENT CONDITIONS * * *' `: . The�:`atta : ;'set: :.of p l ans have, been , reviewed by The Fire Prevention Bureau'-and are acceptable with the following concernS H VA A'�.C, unktso rat=ed at qreater than 2,000 cfm require auto,='.shutdown devices. These devices shall be separately ?i 3' zoned :r ln 'the alarm panel and local s U L'`• central ;'station supervision is required. (City'Ordinarice #1900) . H.V.A'C supplying air in excess,;of 2.,000 cubic .feet - per minut,e; enclosed spaces within buildings shal:.l. be equipped withan automatic shutoff. : ..Automatic shutoff • shall be accomp l i shed by interrupting ''the power source of. the air- mo`ving,equipment upan,..dete,ction of smoke in the :main . supply -air- duct served by ' such ;equipment. .Smoke detectors shali be labeled :b an approved agency for 'air-duct install at~ion :.and shall be installed , :!n accordance 'with; the manufacturer; s insta l. lation.'..instructions. (UMC 608) Duct smoke detectors shall be capable for being reset from the alarm panel. (City Ordinance #1900) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) 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) 14,` The installation of wiring and equipment shall be in 1 1 * - accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5:5.4) •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 #1900) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2) ) 17. 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 #1900) (UFC 1001.3) , .: , Contact the Tukwila ;Fire:.:: Pr..eve:nt;ion:, Bureau to witness a l l •;required inspections- • tests '(UFC- 10.503) (City Ordinance #1900 an'd #1:•901 ) Duct detectors . send ta, signal- only upon activation .' ° , Any overlooked haz`ar "dou* condition and /orl'violation" of the .adopted Fite or Building Codes , vdoes, not . imply approvazl'':, ,such con°dition "or viol The plans ` we're reviewed by Iripsector 510. ` If you .lave` and quest,i.ons, please •cal 1 th'e ; Tukwi lAa fF i re Prevention Bureau Y • t %(206) 575 -4407 1erebv ;certif rr tha I hav ' e read �these conditions andr,wi 1l com } ith ther. A31 :.prov•isions cif law and ordinances governing .. his w 0610 willr,b`e ` complied with,,, whether specified herein •o'r. no r The granting 'of i this r ,pemit `does; ; i not' p`res "to' q i ve author ty vio:late':o)^ cancel ;'the Wr.ovisi,oiis ‘of any , otter -work or local' ' regulat ` nq' cor)s`truct'.i, or the',-perfor,mtan,ce..of'work. . . TRANSMIT * irilf;* ** '.4,R.!INSWIT :NUM bar:: , R 0 “)0249 Amount: , . :92.31 02/23/01 48 . , " : Notation: PERFORMANCE HEAT Lnit: TLEI - .- Project: V Type. of Inspe 'on: Address: A n r Date called: Special instructions: Date wanted 4.---/ 0 Requester: Phone: INSPECTION RECORC Ay, f 1 Retain a copy with permit - • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100 Tukwila, WA 9818 INSPECTION NO. PERMIT NO. �/)Q Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: ( / � �I 0 $47.00 REINSPECTION FEtEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: G * ° ti att�"x , , rw cztl .Y,54t'ii�w tiiwS :S d Ya u 1�xv4�t. s s• P ect: • Type of In ection: / Address: _ - E. Date calle 449/61 Specia instructions: - /., 1 Date wanted: -7 a.m. `e ( f P.m. . Requ ter: !! )),�, t !�./a, Ph o a s as 1- o3sl.6 xlrtigi. ».., INSP Approved per applicable codSs. tauttfaLii$iiv3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD � � o - Retain a copy with permit I' PERMIT NO. (206)431 -367 COMMENTS: XX // (3-ti,e1 Date: Corrections required prior to approval. Q $47. EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Vfqject: _. Key - ra of Inspec�ti n: tk tu-- ttuxl A d ess: " ()tier f Date 5/7x3 /01 'Special instructions: i Fire mai-s� ./I Phi WI ll ii- eh S7 - a /14121 D anted• 5T 29 m p. . r. R` lesrt e: Phone: 4 2 Z,/- 'H'liY a, avr • n�t?Q1 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION « Southcenter Blvd, #100, Tukwila, WA 98188 , PERMIT NO. (206)431- Corrections required prior to COMMENTS: Wtp, <e.. 5L ©C.c? 1/' • C\ tea, k•3 t_r • Azt ; L^ t r� ‘ , L 4\ ) -�t C•eck. In ( 1 Date: 51 :,$47:00 EINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid' f 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. approval. fieceiptN0: Date: ::2: �� :::: " : Special i nstructions:. Date wanted: d �` / Requester: Phone: INSPECTION NO. • . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6309 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENT $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: f , Typ;.f Inspecti�Sn�v / j ,-.1 r ' Add, - s > C _A 1C) r ate called: Special instructions: Date wanted: a.m. Requester: Phone: �`e.. ,... NPR.., ..e.. .. ... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 COMMENTS: Clc 7 0 J - ' k-at.e �S '•" Approved per applicable codes. INSPECTION RECOR Retain a copy with permit 1 $4 00 REINSPECTIOi( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 '.As'.�ik iiYM .`.. 11..v3 satz:9w ,744MO;i e1d PERMIT NO. (206)4)1-3 Corrections required prior to approval. ect: `� _ V1et" Y Y T yye of I ectionl L 1 �' �,'t i litt /ti_ � vi w g � Date called: j / - 2 D i Special instructions: Date wanted: Z, /o p....m. Requester: i 2_ 0( 1 Phone: /1 ZS — Vq� -- I OG - 7 • proved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: o,.v. 4c) i 145 u IAA- ci e.-1- work_ . Inspector:• t ...._ Date D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Sprinklers: Fire Alarm: Hood . &':Duct: Halon: .: Monitor: Pre- Fire: Permits City of Tukwila Fire Department Retain current inspection schedule Needs ;shift inspection Approved without correction notice _ 'Approved with correction notice issued TUKWILA FIRE DEPARTMENT FINAL APPROVAL:FORM Permit No. C2 3 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief : ?a^a"��u :xayS!}S rir ,.`,+ F': p(t'�!;,�7 ✓,si:- i,?;.�.a- •-i'.r : Yt�:�Y" , . ,� T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ,:', lot,;:VSiii4 ;CS i:Yii'�d ..��:i.••S.w*:�Ha:twtit ?? Fan Equipment Schedule Equip. ID Brand Name' Modd No.' CFM SP' HP/BHP Flow Control Location of Service Location SC j+ -`f »'1 i Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV Location SC j+ -`f »'1 i Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency' 5 Co-FE WI Project Info Project Address - 5 . � ��2K ( Date 21 f /� For Building Dept, Use RECEIVED CITY OF TUKWII,./ r_f.., - 1 y i PERMIT ; CirttiT. 9 - / �K IA/ I L A In /.A q 8) 30 Applicant Name: ?erg II nn PP `ergri�tanee i.'7il AYtforidi- brltYtf Applicant Address: T 76 � ' R 5. I ° 30- & S`r,, 14,14_, w geo3z Applicant Phone: 2S- Zs - o ' S p Mechanical Summ.ry MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Wa • ton State Nonresidential Ener. Code Com'Th ce Form First Edition • June 1998 Project Description Briefly describe mechanical system type and features. r FILE COPY Compliance Option Simple System ❑ Complex System (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3, ' If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. ° Flow control types: VAV, constant volume, or variable speed, M o i-yots ... ,.. �'t'i•t;4« i. . ,Yr :. 3 t..i t:.i; ,i < "F:U4..,....V.2s s4G:d9Y.�.1d ✓J:<eaa sbei ;.•.w..dl. Vi . ... 4. ,d S''.:; u���+.`•ii.. S.i.:>eL: i'.r %r d'.;:�- rx.;i ro4. ' �. uC: Y�t�lfi�tin `�F »b'"��- d�+.UuF*�+iY' park& ��fi,' u+ �i2B+ �C •Y�;aS +.GCSsAyva >dd45µe�a'Sr.. `u,:.: System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: )4 Constant vol? A Split system? aAir cooled? ,Packaged sys? p,<54,000 Btuh Economizer included? or 1900 cfm? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Sum ry (back) MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart 1997 W • ton State Nonresidential Ener• Code Cots -tance Form Heating Only System Type <70% OA Complex Systems <54,000 Btu 1900 d onstant alums? I r Cooled? Split stem? 84,000 Btu 2800 cfm ackage �• yes stem no yes Single System Allowed Reference Sec. 1430 Use Complex System 1r' ' Tr' 14 Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. NA tt n Z 3 N 4 no Includes �Econo j no yes Reference Sec. 1420 no Y no • First Edition • June 1998 Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit ans Checklist MECH -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1999 Project Address 14 s A Ni li - ?AMC PICT Date 2/ �l The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes HVAC REG IREMEN S (Sections 1401 -1424) 1411 Eqpmt performance ea no a. a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency t f y• ao a.a. 1411.1 Pkg. elec. htg. & clg. List heat pumps on schedule 1111 l 1412 HVAC controls "I no n. a. 1412.1 Temperature zones Indicate locations on plans IAA I .aso a.a. 1412.2 Deadband control Indicate 5 degree deadband minimum 01 I roe no 1412.3 Humidity control Indicate humidistat r°■010 n. a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 Jiff. day types viA j yea ao �a. a 1412.4.1 Dampers Indicate damper location and automatic controls �y a. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule Y1 i yea ao n. a. 1412.6 Combustion htg. Indicate modulating or staged control y ao a. a i 1412.7 Balancing indicate balancing features on plans y. aq• ! .a.. 1422 Thermostat interlock Indicate thermostat interlock on plans / no a.a. 1423 Economizers Equipment schedule Pt I 1413 Air economizers ao a.a. 1413.1 Operation Indicate 100% capability on schedule (M 1 y aJ no . a. a. 1413.2 Control Indicate controls able to evaluate outside air (A, no a.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems y■ no ! C 1414.1 Duct sealing Indicate sealing necessary no a.a. 1414.2 Duct insulation Indicate R -value of insulation on duct YUI ( yes ao � a 1415.1 Piping insulation Indicate R -value of insulation on piping yy no a. ad 1424 Separate air sys. Indicate separate systems on plans (. no Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output; efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yea ao 67 1441 Elec. water heater Indicate R -10 insulation under tank yes ao a. se 1442 Shut -ott controls Indicate automatic shut -ott 1450 Heated pools yes no . a 7 1452 (reserved) . yea ao a 1453 Pool heater controls Indicate switch and 65 degree control yea no a. 1454 Pool covers Indicate vapor retardant cover yes no .a. 1454 Pools 90+ degrees Indicate R -12 pool cover M "no ° c rcled for any question. provide explanation: 1997 W - ington State Nonresidential Energy Code CompJl a Form • Q • UO U0 W W; • J ; 'co W' W O. • u. v, • Wk Z i L O' D (ZI 0 : i•• = V ■ O . IJJ • U =` O F " • Z '. 1997 Wa ` • ton State Nonresidential Ener Code Corr Form Electric Motors MECH -MOT 1997 Washington State Nonresidential Energy Code Compliance Forme First Edition -June 1998 Project Address Complete the following for all design A & B squirrel-cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location HP Type (open or closed) Minimum Nominal Full Load Efficienc Description of Application or Use Date For Building Department Use Synch. Speed For motors daiming an exception, list motor and note which exception applies. Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment Is with a less - efficient motor and there is no energy - efficient motor option). Open Motors Closed Motors Synchronous Speed (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 HP Efficiency ( %) Efficiency ( %) 1.0 - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.0 93.8 93.6 93.0 93.6 93.6 75 93.0 94.1 93.8 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94,5 95.0 94.5 95.0 95.0 95.0 1997 Wa ` • ton State Nonresidential Ener Code Corr Form Electric Motors MECH -MOT 1997 Washington State Nonresidential Energy Code Compliance Forme First Edition -June 1998 Project Address Complete the following for all design A & B squirrel-cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location HP Type (open or closed) Minimum Nominal Full Load Efficienc Description of Application or Use Date For Building Department Use Synch. Speed For motors daiming an exception, list motor and note which exception applies. Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment Is with a less - efficient motor and there is no energy - efficient motor option). THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY " - Cl/ OWNER O O I T EST. NO. CHECKED BY LOCATION SHEET OF CONTRACT NO. 5789 , L�� A DATE 1 /2 b1 /C (Z _. Tl?rl.., C`'7''u i2 *t CO(44 6u_17}47101-.;j I EXPIRES /o // %O( o .�.. .1.2001.. • PERMIT C COMPUTATION SHEET RECEIVED. - CITY OF TUKWILA 4 THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS vi4 I • nr r �?E W .'F-c�F �1� 1 r M 42 " •1.5 L. 4014 (C i„ 4 -r 14 CE LIN COMPUTATION SHEET LISTED BY `&/ OWNER Q C .�T EST. NO. CHECKED BY LOCATION SHEET OF CONTRACT NO. 57 Sc DATE k ti te/O P.on Q. 1.4e .0 -I . .' - ' - r aF4.ow Ge t 14e vise 3ov4fr Tb 3 E' �.ouc r ► (R- LA,.4.0 k Y I ' 1A► ll.:v .T17 tit tact.. . . c.21- .t 10:.0.. -. 14)1- Kbru,- ?.cvoP ti lr +c i:0a. a )44- y ? r r ,.rrao 4 -Ic 4s l .Nrl r.► L.5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE. QUALITY OF THE DOCUMENT. 150 Tjb.. — Maximum UnitAnd Comar Vl4eights (Lbs)And Center Of Gravity Dimensions (in.1 Unit Maximum Weights (they Comer Weights (Lbe)1 Center of Gravity (in) Tons Modal No. Shipping Not A B C D Length Width 3 , YCD036C YCD037C 782/811 621/651 209/217 158/159 ' 116/124 138/151 37/38 19120 4 YO14>'t8C1YC4n049C 8111846 6391672 216/221 1591168 123/131 142/153 37/37 1 5 / YC*060C1VC*061C 8311901 6591713 219/230 163/178 1261137 162/170 36/38 4/21 sit 4I.. 6,61i�YG*075Ci1C*074C 938956 ,750/767 1238/240 192/199 ..144/151 1781177 39/40 2 1/11 982/965 -' 733/777 ' 262/246 203/199 O 151/151 177/180 39439 21/21 Single Compressor Z 7'h YO8090DIVC*0910 Dual Compressor 1044/1057 85 1889 297/298 208214 151/156 199/200 37/37 24 8'h YOOr102C VC*103C 116911532 962/1233 329/395 . 244/326 1661231 223/280 38143 20/28 10 YC *12013/YC*120C 1548/1191 1247/984 425/334 331/252 .215 /171 276/227 41/38 25/20 YC*121C 1891 1623 516 391 288 351 46 29 12'h YC*150CtYC*151C 159911915 1300/1547 4301523 342/383 234/271 294/370 42/45 26/30 15 YC*180BA *181C 1906/2476 1538/2017 535/693 387/507 259/345 357/472 45/52 29/35 17'h YC#21OC YC 1/1C 1987/2547 1619/2088 5531701 4151538 279/369 372/480 46/53 29/35 20 YC '240BKC*241C 2484/2645 2026/2186 714/751 532/568 333/373 447/494 52/53 33/34 25 YC*300B/YC*301C 2541/2650 2082/2191 721/756 .552/569 351/373 458/495 53/53 33/34 0/0115: 1. Corner weigh ts are given tor information only. 81525 ton unity must be supposed continuously by a curb or equivalent frame support 2. Weights are approximate. Horizontal and 0ownitow unit and corner weights may vary slightly. loco .. ., *. . . •VV.11t1 ►Ea ,000 = �� -"co cot went) -> Th• Austin Company; Pogo 2 425) 251 -0280 ( ' .rfermance Heating Weights (3-25 Tan) +)r't' 40 104. fov. EcvNOMtz r� 82. 185 • FoZ goo f Cvet, CENTER OF GRAVITY WIOTN 0 CENTER Of GRAVITY CENTER 0 GRAVITY t p. .Jan 04 01 11:36a f )rformance Heating • AU dimensions are in inches. See page 98 for condensate drain size.and location Dimensional 61/4 7 Ton Standard Efficiency Data 55, 6, 7, 7 Ton High Efficiency CONTROL I COWRESSOR ACCESS PANEL trt NPT OAS CONN. EVAPORATOR SECT ACCESS PANEL, 15116' 91 1116" CLEARANCE 36" , 52" . • 81 5/8" CLEARANCE 48" so 1•1101 Aud t uompany; W•g• 3 '25l 251 -0280 6Yd2' TOP PANEL 499116" CONDENSER COIL 716" HOLE (UNIT CONTROL WIRES) CLEARANCE 18" HORIZONTAL 36" DOWN FLOW TYPICAL ROOF OPENING 42" CONDENSER FAN • - i r MOLE (UNIT POWER WIRES) 14' •�� - 46 3/8" • CLEARANCE 35" I f r . 44%::4 4 50,P 1- n n r n LI LI LI -I 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • s . : • . • • , • : • •;.- • - - • • • ••••••", •••-•••`-'' '•• ! • ' • :. •4•1 - - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . • -•' ' • . •••-•• • • .• • A .”01.44c6 THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS USTED BY c 45/ OWNER a-a arr CHECKED BY LOCATION CONTRACT NO. COMPUTATION SHEET EST. NO. SHEET DATE (24 it7 Ac- .1 rr Ago -cr.) 0-co P E ) " 1-114c T a L a 4 t° 122 f...& 10 I.n.u4-710.+-.3 2 fri 2. eti A$ C.S.1 I ELC LT: L y; 9 4 4,0 ar 9004-11.25 e. ?; i ..... 2 ... _ .....4 0 it .C. " ,C14.0 k..A (01is v 3 '1 0 LL V fe7 1 y. 4 • °. k (;) • ? VC •, /: --,,, „ GLU.—LAM. BEAM SCHEDULt . . , MARK S 1 ZE CAMBER *REMARKS . • - 6.i' ‘- .C . P. I:64-x t4111- _ I _ - UP 6. 44 l• b 41 . • . + Ys: 4 o ttio .(us:' ) 4 :1!,:liott 1 - err eP !. * .t.40 . ( ve ) a ite;4(1 ZNIO.h • :. • •• at7. r0: - ., , • Ik il! i 1 ., 4:: :4 le t, 'Me • I . ... CP t '.6 X t 0 I'; , • ... . e::;:e • 5 4, 111 'i;v. . . • : '" ' ;• r . • .• :•• • 1- s 4 r ,• • — 410T LEGEND: • T ,W**. • T . • . .13 m . T , L'• , • , • , •.,.. ! • . 3 . • ;KU. t: ' ••• • • • 4- „.. •• ... • • 1 _ .11) ___,.gin _ .. THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY OWNER♦? clfr EST. NO. CHECKED BY LOCATION SHEET OF CONTRACT NO. f J Z$Q DATE I j24 - 1rt M -‘ . C_a.7,0 •.. G*ec '1,4 So !a Pvvr-.t IJ CO . .Dom `C ". 1 5,4 2S P cT 0.14 51rwka -Pr ►- � ral.a�5 1,15 .1,.17 1.5 (7 2 = 1444" P L.4....401„, � t\b ltz� o - 7$ . I.R-1 ' Y..... • 0:5 00 )1.15) L1 A t \ •5)I ? 7 5j, COMPUTATION SHEET L c ..4co o‘pit- Tlo1 ( J t-v kr\ \ 5 La. " (3 - � � 4 ('-) (,S )`" Z C?- La ‘44-(.) o,ro Q A-ti.. t).? 5 o vim _op , - tt.-7te2.- %Z CZ Cs � �5) I aQr. p 1:05 THE AUSTIN COMPANY • NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION R""'°'°° General Timber Beam k Kvv aeoeee, v« s.,.a,12J�m ,of+, wr,u (x ) 1961 -' ENERCALc ascription . Red Dot New AC -1 unit addition - 2x4 subpurlin check {General Information Section Name 2x4 Beam Width 1.500 in Beam Depth 3.500 in Member Type Sawn Load Dur. Factor 1,150 Beam End Fixity Pin -Pin Center Left Cantilever Right Cantilever Point Loads uead Load Live Load ...distance C summary Deflections Center Span... Deflection ...Location ...Length/Deft Stress Calcs Bending Analysis Ck 25.460 Cf 1.500 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 144.0 ICS Ibs 4.000 ft Le Rb DL DL DL Span= 8.00ft, Beam Width = 1.500in x Depth = 3.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 0.76 fb 3,197.39 psi fv Fb 2,975.63 psi Fv Dead Load -0.453 in 4.000 ft 211.8 Ibs Ibs 0.000 ft • 0.8 k -ft 0.8 k -ft 0.82 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 0.000 ft 0.000 Max Moment 0.82 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.50 k 4.613 in2 109.25 psi 0.34 k 0.34 k 16.00 #/ft #/ft #/ft 1.075 : 1 96.00 psi 109.25 psi Ibs Ibs 0.000 ft Total Load -0.959 in 4.000 ft 100.11 Title : Dsgnr: Description : Scope : Job # Date: 1:32PM, 25 JAN 01 Page 1 Calculations are designed to 1997 NOS and 1997 UBC Requirements 1 Center Span 8.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 Fb Base Allow 1,500.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,700.0 ksi LL LL LL IbS Ibs 0.000 ft Maximum Shier* 1.5 Allowable 4.000 ft Shear: 8.000 ft Reactions... Left DL Right DL Lett cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length/Defl Sxx 3.063 in3 Area 5.250 in2 CI 1.454 Sxx Req'd 3.29 in3 0.00 In3 0.00 in3 @ Right Support 0.50 k 4.613 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd 50.00 #/ft #/ft #/ft Ibs Ibs 0.000 ft Allowable fb 2,975.63 psi 2,975.63 psi 2,975.63 psi 0.358 in 0.358 in 0.00 ft 0.00 ft 0.00 ft Repetitive Member Full Lengh Uniform Loads I Ins Ibs 0.000 ft Camber:. @ Left 0.000 In © Center 0.680 in @ Right 0.000 in 0.14 'k • Max 0.34 k .0.14• k Max 0.34 k Ibs Ibs 0.000 ft Overstressed in Bending 1 0.5 k ' 0.6 k '• @ Left 0.34 k @ Right 0.34 k uead Load I otal Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 In 0.0 0.0 I Z •.sa ,0. N 0 • .N CD W 0 2 t J u. Z L11 id mo p fn ,. W u.i Z: U u O • THE AUSTIN COMPANY NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION Title : Dsgnr: Description : Scope : R« 610!00 UNr. INMO�OUS, volts, YNn72 General Timber Beam (W 1 N>M INIRCAL d escription Red Dot New AC -1 unit addition - 2x4 subpurlin check Query Values M, V, & D Q Specified Locations fit Center Span Location = © Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.34 k 0.00 k 0.00 k Notes 1 Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2 -Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2- Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" Is multiplied by the following values to calculate "Le" When beam depth <= 7", Le = 2.08 • Lu When 7" < beam depth <= 14.3 ", Le = 1.62 • Lu + 3d When beam depth > 14.3" , Le = 1.84 ' Lu • .s. &s:' ; >' ^c-iL .31g. tW x1 en: Job Date: 1:32PM, 25 JAN 01 Deflection 0.0000 In 0.0000 in 0.0000 in Page 2 I LISTED BY CHECKED BY CONTRACT NO. S THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS �.. Acr 1. .v` t.Drr . Co re u�. .1-5 .,� ............. 1 3 / ) . . 4 , Ot.p A/L.—% s. OWNER �•+r \7 T EST. NO LOCATION SHEET OF DATE \ 17_rr ) O 1 21` l, = 2 . 1-b� � 1 ry =.55 000 . W22* r� M e ...1 -T4 S.. t.,9••t . 00.4- ..trio.-) 1 t ti 9, )( v 44-10 1 = sb`146 ................... ....... .... .. 100 C\. \G" ..� 1'i'3.�............. �.Jp2.. 0 c 4 r c. - To. _ovE . G,r ►L , 443 -2- . COMPUTATION SHEET tJ 2, .4.. tt. B .. Section Name Beam Width Beam Depth Member Type Load Our. Factor Beam End Fixity Center Left Cantilever Right Cantilever Trapezoidal Loads #1 DL @ Left DLL@ Right Summary Deflections Center Span... Deflection ...Location ...Length /Deft [Stress Calcs THE AUSTIN COMPANY NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION •l RNr. 510300 it:4 5.1.3, 32Jun•10i0.WIn33 General Timber Beam (o) 1003.00 ENERCAI.0 ascription Red Dot New AC -1 unit addition - 4x14 purlin check General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1 • Span= 21.00ft, Beam Width = 3.500in x .. Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support .Max Right Support Max. M allow tb 1,965.43 psi Fb 1,725.00 psi Bending Analysis .Ck 25.460 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 4x14 Center Span 21.00 ft 3.500 in Left Cantilever ft 13.250 in Right Cantilever ft Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1.150 Fv Allow Pin -Pin Fc Allow E DL DL DL 107.00 #/ft 107.00 #/ft 16.77 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 14.72 fv . ' 115.28 psi Fv • 109.25 psi Dead Load -0.404 in ' 10.164 ft 623.5 • 0.000 ft 0.000 Max Moment 16.77 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.35 k 48.936 in2 109.25 psi 3.56 k 3.06 k • 80.00 #/ft #/ft #/ft LL @ Left -LL @ Right Total Load -1.163 in 10.416 ft 216.75 LL LL LL :�401.:: +a Sxx 102.411 in3 CI 1.454 Sxx Req'd 116.69 in3 0.00 in3 0.00 in3 @ Right Support 4.60 k 42.080 in2 109.25 psi Title : Dsgnr: Description : Scope : Bearing Length Req'd Bearing Length Req'd 1,500.0 psi 95.0 psi 625.0 psi 1,700.0 ksi 200.00 #/ft #/ft #/ft Lett cantuever.,. 'Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Lu Lu Lu # /ft Start Loc .: L #!ft End Loc • • Depth =13.25in, Ends are Pin-Pin. 2 `: + - • 1.139 • 1' ' .. 16.8 k -ft . Maximum Shear" 1.5 14.7 k -ft Allowable. 10.080 ft • 0.000 ft ' _ . P.;i !, • • • r, ..Camber: Reactions:... i,,; Left DID 1.46: k1 Right DI: '0.96:10 pzi Area 46.375 in2 Allowable fb 1,725.00 psi 1,725.00 psi 1,725.00 psi 1.629 in 1.401 in Job* Date: 1:27PM, 25 JAN 01 Full Lengh Uniform Loads I @ Left' • • @ Right • @ Left '. @ Center @ Right Max Max t� 0.000 ft • 7.000 ft Overstressed in Bending !: Uead.Load,, • 0.000 in . 0.0 •• 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft 5.3 5,1'k 3.56' k 3,06 k 0.000 in 0.606 in 0.000 in 3.56'.k .3:06k totai Load. 0.000 in .0.0 0.000 in 0.0 Page .1 J THE AUSTIN COMPANY NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION Title : Dsgnr: Description : Scope : l it) R"' °' l Uur: NW.O101�S, Vr 8.1.J, 72Jw,.iNO, VN1132 General Timber Beam (o)1N1Y, ENERCAIC escription Red Dot New AC -1 unit addition - 4x14 purlin check Query Values M, V, & D @ Specified Locations © Center Span Location = @ Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k-ft 0.00 k -ft Shear 3.58 k 0.00 k 0.00 k Notes I Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2- Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2- Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7 ", Le = 2.06 • Lu When < beam depth < =14.3 ", Le = 1.62 • Lu + 3d When beam depth > 14.3" , Le = 1.84 • Lu • Job Date: 1:27PM, 25 JAN 01 Deflection 0.0000 in 0.0000 in 0.0000 in Page 2 I LISTED BY CHECKED BY CONTRACT NO THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS PLO OWNER LOCATION NO LOCATION SHEET OF '1 DATE \5 b� zv-) . C:. \ . ,t3 rr 1 � ....... . ........................... C.tteicAL ' LvirA - C — (0 3C0 COMPUTATION SHEET _ ,p sf . • x?A-) 33. THE AUSTIN COMPANY ,, NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION Re% !10]00 Ow KW. 080885 ,Vas.1.3.22,1u- 1000.V1An32 General Timber Beam (C) 100349 ENERCALO ascription Red Dot New AC -1 unit addition - GL CB -2 check L General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6.75x36.0 Beam Width Beam Depth • Member Type Load Dur. Factor Beam End Fixity Full Lengh Uniform Loads Center Left Cantilever Right Cantilever [Trapezoidal Loads 1 #1 DL @ Left DL @ Right Point Loads Deflections Dead Load v,bOU.0 lbs Live Load 24,000.0 lbs ...distance 11.000 ft summary Center span... Deflection ...Location ...Length/Defl I DL DL DL 6.750 in 36.000 in GluLam 1.150 Pin -Pin Span= 35.00ft, Beam Width = 6.750in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,458.00 psi Fb 2,285.87 psi 140.00 #/ft #/ft *ft 107.00 #/ft LL Left 107.00 #/ft LL a@ Right Ibs lbs 0.000 ft Depth = 36.1n, Ends are Pin -Pin 1.075 : 1 298.6 k -ft 277.7 k -ft at 11.060 ft at 35.000 ft 298.65 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 277.73 fv 179.41 psi Fv 189.75 psi Dead Load =0.366 in 16.380 ft 1,147.8 Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,800.0 ksi IDs lbs 0.000 ft Total Load -1.157 in 16.240 ft 363.09 LL LL LL r. Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : lbs • lbs 0.000 ft 35.00 ft Lu ft ' Lu ft Lu 200.00 #/ft #/ft #/ft #Jft #/ft Start Loc End Loc • ins • •• lbs 0.000 ft Maximum Shear ` 1.5 Allowable Shear: • @ Left - @ Right @ Left • @ Center @ Right 9.11 k •• Max 6.14 k Max Len cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Deft Camber. Job Date: 10:16AM, 25 JAN 01 0.00 ft 0.00 ft 0.00 ft 28.000 ft 35.000 ft Ibs lbs • 0.000 ft 43.6 k 46.1 k 29.06 • k • 17.18 k 0.000 in • 0.549 in 0.000 in 29.06 k 17.18k tread Load . i otal Load 0.000 in 0.000 In 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Page 1 1 IDs lbs • 0.000 ft Overstressed in Bending ! I THE AUSTIN COMPANY NORTHWEST REGION SEATTLE; WA STRUCTURAL SECTION RN. 510300 User KW.000005. Vet 5.1.3.22,Fwr1000, W1n32 (c) 1053.95 ENERCALC escr pt on Bending Analysis Ck . 20.711 Le Cv 0.828 Rb (i0 Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = • . . t yew 0.000 ft 0.000 Max Moment 298.65 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 43.60 k 229.762 in2 189.75 psi 29.06 k 17.18 k unit addition - 0.00 ft 0.00 ft 0.00 ft Title : Dsgnr: Description : Scope : General Timber Beam c eck Stress Calcs I Sxx 1,458.000 in3 Area 243.000 in2 CI 1.454 Sxx Req'd 1,567.79 in3 0.00 in3 0.00 in3 @ Right Support 25.78 k 135.843 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft ..• 0.00 k -ft 0.00k -ft • Allowable fb 2,285.87 psi 2,285.87 psi 2,285.87 psi 7.689 in 4.548 in Shear r 29.06 k . • 0.00 k 0.00 k Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2 -Apr -1999 . =; . Allowable stress databases have been updated to 1997 NDS & 1997 UBS.values•on 2- Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7 ", Le = 2.06 Lu ,. When 7" < beam depth <= 14.3 ",, Le =1.62 • Lu ± 3d .r:: • When beam depth > 14.3" , Le =1.84 " Lu . Job 0 Date: 10 :16AM, 25 JAN 01 Deflection 0.0000 in 0.0000 in 0.0000 in Page • LISTED BY THE AUSTIN COMPANY CONSULTANTS • DESIGNERS s ENGINEERS • CONSTRUCTORS C.� CHECKED BY CONTRACT NO. 579x' . uo< <..CoPz 4u- 63 OWNER tgeo OnT LOCATION COMPUTATION SHEET EST. NO. SHEET OF DATE Yz� /O ► • THE AUSTIN COMPANY • NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION Rev: 510300 User: Kw-060665, Vv 5,1.3, 22. un -1.96, wn32 • (0106}66ENERCALC escr pt on - ed Section Name 5.125x37.5 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity [Point Loads Dead Load Live Load ...distance Summary ' Span= 48.00ft, Beam Width = 5 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 2,275.78 psi Fb 2,267.37 psi Deflections Center Span... Deflection ...Location ...Length /Defl Stress Calcs Bending Analysis Ck 20.711 Cv 0.822 1,8UU.0 lbs 4,500.0 lbs 8.000 ft © Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values Le Rb of ew 5.125 in 37.500 in GluLam 1.150 Pin -Pin Dead Load -0.660 in 24.000 ft 872.3 M, V, & 0 @ Specified Locations © Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 227.80 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 23.69 k 124.835 in2 189.75 psi Scope: General Timber Beam -1 un t addition - = c eck 1,aUU.0 lbs 4,500.0 lbs 16.000 ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 1,8UU.0 Ibs 4,500.0 lbs 24.000 ft .125in x Depth = 37.5in, 1.004 : 1 227.8 k -ft 227.0 k -ft 227.80 k -ft at 24.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 226.96 fv 126.50 psi Fv 189.75 psi 15.79 k 16.21 k 0.00 ft 0.00 ft 0.00 ft Total Load -2.281 in 24.000 ft 252.55 Ends are Pin -Pin 'Reactions... Left DL Right DL Title Dsgnr: Description : General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1,8UU.0 lbs 4,500.0 lbs 32.000 ft Lett Cantiiever... Deflection ...Length /Defl Right Cantilever..: Deflection ...Length /Defl Sxx 1,201.172 in3 Area CI 1.454 Sxx Req'd 1,205.63 in3 0.00 in3 0.00 in3 @ Right Support 24.31 k 128.129 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft 48.00 ft ft ft 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi Lu Lu Lu 1,8UU.0 lbs 4,500.0 ibs 40.000 ft Overstressed in Bending I Maximum Shear * 1.5 24.3 k Allowable 36.5 k Shear. © Left 15.79 k © Right 16.21 k Camber: © Left 0.000 in • •- © Center 0.990 in © Right 0.000 in 4.54 k Max 15.79 k 4.96 it Max 16.21 k uead Load I otal Load 0.000 in 0.000 in 0.0 0.0 192.188 in2 Allowable fb 2,267.37 psi 2,267.37 psi 2,267.37 psi 5.502 in 5.648 in Shear 15.79 k 0.00 k 0.00 k Job* Date: 1:49PM, 25 JAN 01 0.00 ft 0.00 ft 0.00 ft bUU.0 lbs lbs 44.000 ft 0.000 in 0.000 in 0.0 0.0 Deflection 0.0000 in 0.0000 in 0.0000 in Page lbs lbs 0.000 ft I . �w..'., J. �:; SL�t' �` i3�ri��i ::�.v'�''Ic ?iixr`:. .._ ... THE AUSTIN COMPANY NORTHWEST REGION SEATTLE, WA STRUCTURAL SECTION Lb Rev. 510300 U.«: Kw.050Stl.1hr 5.1.3, 22401.111•11. Vw i32 (015x.55 ENFACU.c • _ �' _ _ ;.} 1..�i.G�J1 �.f :i L'i.`t:.r c: ;` _• ;.•.. <.... s •S1i:'+���, .. Title : Dspnr: Description : Scope: General Timber Beam ascription Red Dot New AC -1 unit addition - GL 83 check [Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2- Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2- Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7", Le = 2.06 *Lu When 7" < beam depth <= 14.3" , Le =1.62 *Lu +3d When beam depth > 14.3" , Le =1.64 • Lu Job 0 Date: 1 :49PM, 25 JAN 01 Page 2' F625 -052 -000 (8/97) .: REGISTERED AS PROVIDED =LAW CONST CONT . GENERAL ; REGI3T' #�EXF'� DATE '� �,t . F ..,. ! +04/2 CC 0 . 1 ; �; S�PERF,OHA15 ''fuEFFECTaIVVDATE »;x 1 •.._,...i...w,wu:.:.0 3tt.a:4 . slr xlY R4 .A1Ci.3 PERFORMANCE HEATING & A/C INC, 7649'S 180TH KENT WA- 98032 LICENSE DETAIL INFORMATION Form 1 Current Filter: None Registration# or License PERFOHA15ORT Name PERFORMANCE HEATING & A/C INC Address 7649 S 180TH Address City KENT State WA Zip 98032 Phone Number 4252510356 Effective Date 12/30/85 Expiration Date 4/28/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600601386 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * * VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov /contractors /TF2Form .asp ?License= PERFOHA 15ORT 2/23/01 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 14xI4 SHOEMAKER 905 430 GFM 12'0 14" RETURN DUCT DROP INTO TOP OF ROUND 14 "0 l MOUNT ON 4 16 FOOT LI CTRICAL 12'0 STORAGE TEST BOOTH CONE. RM. AP UNIT - OF ROOM UNIT ON MEZZANINE - 954 ISOLATORS (RD -I BLUE) ALL ROUNA SUPPLY AND RETURN DUETS TO' BE 1NSIILATED 1^41114 I" WRAP' DUCT SMOKE DETECTOR 12 "0 SHOEMAKER 100 MA 485> GEM TYP. OF 4 THIS ROOM TO HAVE T -BAR GEEING By Date Permit No. FILE - COPY I understand that the Plan Check approvals are subject to al omissions and approval of plans doesnctauthorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. MECHANICAL .� E IVIIT Q UI R ED FOR: CHANICAL - LECTiRIC Cri d GAS PIPING CITY OF TUKWILA St.IILDING DIVISION cITV nFE . FEB 0 1 2t01 PERMIT CENTER, CONTROLL 6 "0 OSA IN UP TO ROO IND HANG IN G TAG AG-1 HP -Id2 IR.Att MITSUBISHI TOP OF PARAPET ROOF 2ND FLOOR 15T FLOOR DESCRIPTION' ROOFTOP 6A5/ELEGTRIG IWAG UNIT SPLIT' SYSTEM HEAT PUMP 'VALUES SHOWN ARE FOR-INDOOR / 010000R UNIT SOUTH ELEVATION SCALE: If = I MODEL NO. YGD015G3LA8 NOMINAL • bA 1.5 250'0 -J 2-0' 3' -1' 1 Ol . ‘2_ 30 -0" TAX ACCOUNT NO.= 262304 - 9115 -0 LEGAL DESCRIPTION: POR OF NE 1/4 OF SE 1/4 BEG SWLY GOR 50 S SD TH 588 -12 -32 E"390 FT TH N 01 -41 -28 E 69 FT TO NLY MGN MILLER BLVD d TPOB TH N 01 -41 -28 E 42151 FT TH 566 -12 -32 E' 48650 FT TO INLY MeN ANDOVER PARK EAST TH 5 OI- 41 -28 W 3T151 FT TH AL& CURVE TO ROT TANGENT TO PRECEDING COURSE RAD 50 FT G/A 90 -00-00 ARG DIST 1854 FT TH N 88 -12 -32 W 43650 FT TO TPOB � L OF. W[)RK: PROVIDE A NEW SIX TON ROOFTOP GAS/ELECTRIC HVAG SYSTEM WITH ALL DUCTWORK AND THERMOSTAT, AND REQUIRED SMOKE AND FIRE DAMPERS, AND DUCT SMOKE DETECTOR UNIT TO HAVE ECONOMIZER COMPLYING WITH GHAPTER 14 OF WSEC. PROVIDE 1340 (2) 15 TON DUCTLESS SPLIT SYSTEM. HEAT PUMPS WITH CEILING FUNS INDOOR UNIT, ROOF MOUNTED OUTDOOR UNIT. INDOOR UNIT HAS OUTSIDE AIR INTAKE PIPE TO ROOF. HVAG EQUIPMENT SGH E7 Iy .r i° ''PAN GAPAt @��,• NOES REVISIONS SH ALL BE MAD TO OF W WITHOU PRIOR TUKW eE NIe�I ieruF W, T FR �: :ts YALL RE PI.NO .D NRY ivy t%�E AdDITiC1U� (r�0 FEB '2 ? 2001 � taU1U GDI`I NOTE ' ' 01 0 DONSULTANTS.COMONER9 +EN6NiEERS•CM1B OWNER: PARTIAL ENLAR EQUIPMENT PLA ISSUE: CAD DWGFILE: DRAWN BYr GHFCKED BY . S HEET TITL 777M -121 RECEIVED CITY OF TUKWILA FFR • FI: MR.ccrrn:n 09/05/00 00 1500 FPW (DEN ISSUED PER ER #3 ISSUED PER;. ER, 2 DE:1 MOTION MATCHLINE SEE M -102 MATCHLINE SEE M -122 " - AIR COND. EQUIPMENT 3/4" CA 10 "4 EXHAUST UP TO ROOF 2" DN TO PUMP CP -2 3/4" CA DN. 0 ) ( - 9 TrTrT 4 2Th POC r i c ` r \ 7 EXHAUST UP TO ROOF STACK 1 -1/2" NPW 1" NPW G tSVT it•fc LuD s .E.f ,APB' U eR- ?a1 4" SUPPLY MAIN CIRCULATION PUMP EQUIPMENT PAD —4-- 1 2" SUMP DRAIN 4" RETURN MAIN 3 M-121 M-121 O ROOF TRUSS LEVEL TEST BOOTH O CM 2 CONTROL ROOM NOTES 1 -1/2" CP °: * VIEW LOOKING NORTH AT GRADE LEVEL M -121 M -121 Scale : N.T.S. (Yl OfrO 13 INSTALL NEW 7" EXHAUST DUCT FROM TRUCK EXHAUST FAN UP TO NEW ROOF STACK W/ VENT CAP: TERMINATE EXHAUST STACK MINIMUM 5' -0 ABOVE ROOF LEVEL. PATCH, FLASH AND WET MOP ROOF MEMBRANE AS REQUIRED. FIELD VERIFY OUTSIDE AIR INTAKE DUCT LOCATION AND LOCATE NEW EXHAUST STACK MINIMUM 10 CLEARANCE. NEW COOLING TOWER PIPING HUNG FROM ROOF TRUSS. FIELD VERIFY PIPE SIZE FOR MAKE -UP WATER LINE (NPW). FEED TO BOILER & COOLING TOWER. Q INSTALL NEW 10" EXHAUST DUCT FROM HOT WATER BOILER UP TO NEW ROOF STACK EQUAL TO METALBESTOS TYPE —B GAS VENT. PROVIDE FLASHING PLATE AND TERMINATE W/ VENT CAP MINIMUM 2' -0" ABOVE ROOF. MAINTAIN MINIMUM 1 CLEARANCE TO COMBUSTIBLES. PATCH, FLASH AND WET MOP ROOF MEMBRANE AS REQUIRED. INSTALL BRANCH SHUTOFF VALVE SUITABLE FOR GAS SERVICE AND COMPLYING WITH NFPA -54 GAS CODE. INSTALL NEW NON POTABLE WATER PIPE HUNG FROM ROOF TRUSS TO CLEAR TEST BOOTH. RECONNECT AT COL. R /4.5 AND ABOVE CORRIDOR DOORWAY AT COL 7. 7- INSTALL CONDENSATE RETURN PUMP IN RECESSED VAULT BELOW SLAB. PROVIDE SIMPLEX PUMP' EQUAL TO TEEL MODEL 4P889 8 GAL. RECEIVER, Wr N.O. FLOAT SWITCH, 42 GPM 20' THD,.1 /3 HP, 115/230 VAC /60/1. ROUTE 2" DRAIN INLET FROM TOWER INTO VAULT — MAINTAIN 1/4" PER FT SLOPE. ROUTE VENT PIPE UP THRU ROOF. ROUTE 1 -1/2" PUMPED CONDENSATE PIPE UP EAST WALL THEN SLOPE IN DIRECTION OF FLOW TO MOP SINK. INSULATE MAKE —UP WATER LINE TO COOLING TOWER AND C PUMPED CONDENSATE DRAIN. PROVIDE W/ HEAT TRACING EQUAL TO RAYCHEM .5BTV1, 6 WATTS /FT. COORDINATE W/ CLIENT FOR 3/4" CA SERVICE W/ (2) Q -D COUPLINGS MOUNTED ON WALL IN SERVICE AREA. GENERAL NOTES EQUIPMENT, PIPING AND APPURTENANCES ASSOCIATED W/ RELOCATED AND ,PROCESSING EQUIPMENT IS NOT SHOWN. MECHANICAL CONTRACTOR TO INSTALL RELOCATED EQUIPMENT TO DUPLICATE CURRENT OPERATIONS AND. PERFORMANCE, MECHANICAL CONTRACTOR TO INSTALL NEW R -502 REFRIGERATION SYSTEM TO MATCH CAPACITY OF RELOCATED R -502 SYSTEM. COORDINATE FINAL LOCATION WITH OWNER. PIPE HUNG FROM ROOF TRUSS 3/4" VTR INSTALL INVERTED TRAP ON RETURN 6" DEPTH MINIMUM DRAIN PIPE ±15 -0" AFF ROUTED SOUTH TO MOP SINK. — RUN PIPE MAINS THRU EAST WALL AND UP TO ROOF TRUSS LEVEL, 2" SUMP DRAIN OUTLET = ±28" ABOVE GRADE. "COOLING TOWER PIPING DETAIL 6" SLAB ON GRADE W/ 6" STRUCTURAL BASE FOR TOWER LEVEL DEAD FLAT. W GROUND LEVEL CITY P PROVED FEB 2 3 2001 AS rVIIEU DIVISION NORTHWEST REGION 18000 INTERNATIONAL, BLVD., SURE ZOO SEATTLE, IWA. 98488.4204 CONSULTANTS: 208-674 -8300 www.theaustin.com RED DOT CORPORATI PLANT I RELOCATI FLUID COOLER SCHEDULE (EXISTING) EQUIPMENT SCHEDULE (EXISTING) LOCATION MAR NO. FLOW RATE ,. WG ELECTRICAL DATA FAN MOTOR HP VOLTS PHASE HERTZ VF -1 ® 600 0.375 1/8 115 1 60 GREENHECK MODEL SQ95 VENTILATION FAN (OUTDOOR AIR) VF - 2 an 0.375 1/8 115 1 60 SIMILAR TO VF -1 VF - 3 soa'NEE1 7 1/2 1/8 115 1 60 SIMILAR TO VF -1 Aldlill WANE #11 - ` - - - - - ABANDONED CRU W/ ROOFTOP CONDENSER, LOCATED `• TRANE # - W - - 0 - ABANDONED I, 'U Wf'ROOFTOP CONDENSER, LOCA b ON CATWALK EF -1 - - II - - - ABANDONED ELECTRICAL RM. EXIiA FAN - I WAREHOUSE OFFICE ROOF EF -2 - - MI - - - ABANDONED ELECTRICAL RM. EXHAUST FAN NW WAREHOUSE OFFICE ROOF UH - - EIMMINMEI - - REZNOR GAS FIRED UNIT HEATER - LOP. D 12 AFF COL. 3/N UH - 2 UH - 3 - - - - - - " - W, - , - - REZNOR GAS FIRED UNIT HEATER - . 4a f .• 1 • REZNOR GAS FIRED UNIT HEATE - LOCATED CATWALK COL 10 /N UH - 4 - - - -- - - REZNOR GAS FIRED UNIT H - I 'T 1 • F VENTILATI • FAN SCHEDULE MARK NO. CFM SP ELECTRICAL DAT -.ONES MODEL REMARKS WG WATTS H' VOLTS P ASE Ira��� VF - 4 195 0.125 4 173W 1 15 1 60 laTa• • 4.7 GREENHECK SP -12 00000 VF - 5 500 0.125 224W 1 15 b- 60 riss • • 5.6 GREENHECK SP -252 0 00 00 VF - 6 6476 0.25 1 208 1 • WETZ 15.9 GREENHECK BSQ- 240 -10 CJ © ®® VF - 6476 0.25 1 208 1 - �,, ° GREENHECK BSQ- 240 -10 © (D© 00 -�� ,-� �i O1.BACKORAFT DAMPER 02 HORIZONTAL DISCHARGE Q GWALE ® ANGLE MOU G BRACKET US SPEED CONTROL ® COMBO. MOTOR STARTER DISCONNECT 07 BEL GUARD 80 HANGER ISOLATOR KIT PROVIDE AUX. CONTACT IN MOTOR STARTER FOR ® 7 DAY TIME CLOCK DIFFUSE', REGISTER & GRILLE SCHEDULE TYPE NECK VIM NC ft CEILING EIBEIMIIIIIII CG -1 6" 50 - 150 CFM <30 SUSPENDED TITUS PAS, 24x24 i Y -IN PANEL CG -2 8" V 101 - 275 CFM <30 SUSPENDED TITUS PAS, 24x24 LAY PANEL SUSPENDED CG -3 CG -4 10" A 1111152111 280 - 350 CFM 355 - 470 CFM <30 <30 TWO ;.NEL 111111121111111,41111 I CG -6 �:m 01 _ _ _ _275 CFM 140 - 2110 CFM <30 GW8 - <30 ' --/Th-- - TITUS TMRA, 18" 4 ‘M 10" 285 - 400 CFM <30 - TITUS TMRA, 22" MI 12 x24" Jw 0 rT2CFM <30 SUSPENDED TITUS 50F EGGCRATE, 12x24 LAY -IN PANEL, �� 24 "x24" 1280 - 2625 CFM <30 SUSPENDED TITUS 50F EGGCRATE, 24x24 LAY -IN PANEL M 14 "x14" 50 -490 CFM <30 GWB TITUS 50 RI_ Mg= 24 "x48" 3000 -4600 CFM <30 SUSPENDED TITUS 50F EGGCRATE, 24x :: LAY -IN PANEL FLUID COOLER SCHEDULE (EXISTING) MARK NO. LOCATION FLUID FLOW RATE FLUID TIp1P. °F OUTDOOR W.B. ° F FAN MOTOR PUMP MOTOR REMARKS GPM P.D. OF WATER IN OUT HP VOLTS PHASE HERTZ HP VOLTS PHASE HERTZ FC -1 PARK. LOT 30% GLYCOL 55 2.5 1 02 85 68 7 1/2 460 3 60 3/4 460 3 60 BALT. AIR COIL MODEL VI -27 -2. EXISTING CT -1 - - - - - - BALTIMORE AIR COIL MODEL FXT -680 COOLING TOWER (EXISTING - RELOCATED) VEF -1 - - 3 208/20 1 60 VEHICLE EXHAUST FAN - AMERICAN FAN MODEL AF -12 (EXISTING - RELOCATED) PROCESS EQUIPMENT SCHEDULE MARK NO. CFM BTUH INPUT ELECTRICAL DATA REMARKS HP VOLTS PHASE HERTZ HWB - 1 - 420,000 - - - - AO SMITH MODEL 420 -932 (EXISTING - RELOCATED) CMP -1 - - - - - - R -22 COMPRESSOR (EXISTING - RELOCATED) CMP -2 - - - - - - R -502 COMPRESSOR (EXISTING - RELOCATED) =Ink 814 -019 TEST BOOTH CONTROL ROOM CT -1 - - - - - - BALTIMORE AIR COIL MODEL FXT -680 COOLING TOWER (EXISTING - RELOCATED) VEF -1 - - 3 208/20 1 60 VEHICLE EXHAUST FAN - AMERICAN FAN MODEL AF -12 (EXISTING - RELOCATED) PUMP SCHEDULE (EXISTING) MARK NO. FLUID GPM TEMP ±F HEAD FT. H 0 RPM MOTOR PUMP TYPE REMARKS HP RPM VOLTS PHASE HERTZ P - 1, P - 2 WATER 55 85 74 -- 5 1750 460 3 60 CENTR. PACO MODEL 151, MANUAL SWITCH -OVER, EXISTING CALORIMETER CO ROOM HP 1 814 -048 REMOVE TO BUILDING =Ink 814 -019 TEST BOOTH CONTROL ROOM OWNER: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98•08.4204 206.874.8900 wow.theausdn.com CONSULTANTS: SHEET TITLE:" 745 ANDOVER PARK TUKWILA , WASHING ISSUE: PROJECT : - 577 7D CAD,OWO FIN0LE: 7 77M -600 PERMIT CENTER MODEL NO. CFM FREIDRICH 814 -019 FREIDRICH 814 -037 FREIDRICH 814 -048 510 1250 1810 1 WATER FLOW GPM 3.0 6.0 8.0 P.O. FT OF WATER 3.0 6.0 7.5 ENT. WATER TEMP. ° F 85 85 85 ED ON 67 \F. W.B., 80 \F. D.B. ENT. AIR CONDITIONS LVG. WATER SENSIBLE TEMP. ° F MBH 102.2 18.8 101.1 24.3 101.6 HEAT PUMP SCHEDULE (EXISTING) MBH 25.0 46.9 4.0 ENT. WATER °F HEATING PERFORMANCE LVG. WATER TOTAL HEAT HT. ABSORB. TEMP. '° F MBH 59.2 59.0 EMOTE OPERATION. 41.0 3 6.00 VOLTS 208 460 46 PHASE NOT IN CONTRACT HERTZ 60 60 60 FULL LOAD AMPS 9.1 7.0 REMARKS THERMOSTAT SETTINGS: HEAT 654-F, COOL 72±F THERMOSTAT SETTINGS HEAT 65±F, COOL 72±F 9.2 THERMOSTAT SETTINGS: HEAT 65±F, COOL 72±F NOT IN CONTRACT YhotOz3 NOT IN CONTRACT THIS DRAWING IS FOR PERMIT APPLICATION FOR RELOCATION OF EXISTING EQUIPMENT ONLY C NAAR OS /0V,0B FPW 00/15/00 , FPW DATE ! DEN ISSUED PER .€ ISSUED PER'.t14j2 ION HEAT PUMP LOCATIONS MARK NO. MODEL LOCATION MARKS HP 1 -1 814 -04: REMO 0 BUILDING STORAGE HP 1 -2 814 -048 . OVE TO BUILDING STORAGE HP 1 -3 814 -037 LOC RM. /CORRIDOR HP 1 -4 814 REMOVE UILDING STORAGE HP 1 -5 • -048 TECH SUPPOR ST RMS. HP 1 -a / 814 -019 CALORIMETER CO ROOM HP 1 814 -048 REMOVE TO BUILDING =Ink 814 -019 TEST BOOTH CONTROL ROOM OWNER: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98•08.4204 206.874.8900 wow.theausdn.com CONSULTANTS: SHEET TITLE:" 745 ANDOVER PARK TUKWILA , WASHING ISSUE: PROJECT : - 577 7D CAD,OWO FIN0LE: 7 77M -600 PERMIT CENTER MODEL NO. CFM FREIDRICH 814 -019 FREIDRICH 814 -037 FREIDRICH 814 -048 510 1250 1810 1 WATER FLOW GPM 3.0 6.0 8.0 P.O. FT OF WATER 3.0 6.0 7.5 ENT. WATER TEMP. ° F 85 85 85 ED ON 67 \F. W.B., 80 \F. D.B. ENT. AIR CONDITIONS LVG. WATER SENSIBLE TEMP. ° F MBH 102.2 18.8 101.1 24.3 101.6 HEAT PUMP SCHEDULE (EXISTING) MBH 25.0 46.9 4.0 ENT. WATER °F HEATING PERFORMANCE LVG. WATER TOTAL HEAT HT. ABSORB. TEMP. '° F MBH 59.2 59.0 EMOTE OPERATION. 41.0 3 6.00 VOLTS 208 460 46 PHASE NOT IN CONTRACT HERTZ 60 60 60 FULL LOAD AMPS 9.1 7.0 REMARKS THERMOSTAT SETTINGS: HEAT 654-F, COOL 72±F THERMOSTAT SETTINGS HEAT 65±F, COOL 72±F 9.2 THERMOSTAT SETTINGS: HEAT 65±F, COOL 72±F NOT IN CONTRACT YhotOz3 NOT IN CONTRACT THIS DRAWING IS FOR PERMIT APPLICATION FOR RELOCATION OF EXISTING EQUIPMENT ONLY C NAAR OS /0V,0B FPW 00/15/00 , FPW DATE ! DEN ISSUED PER .€ ISSUED PER'.t14j2 ION