Loading...
HomeMy WebLinkAboutPermit M02-131 - ENGINEERING STORAGEENGINEERING STORAGE 78271 ANDOVER PK W Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: RICHARD R. GARCIA Address: FIVE STAR MECHANICAL, 3902 W. VALLEY HY N #200 Contractor: Name: FIVE STAR MECHANICAL Address: 3902 W VALLEY HY STE 200, AUBURN WA Contractor License No: FIVESM *010JT Value of Construction: $4,500.00 Type of Fire Protection: Permit Center Authorized Signature: The grantin regulatin Signatu doc: Mech City of Tukwila 3523049104 18271 ANDOVER PK W TUKW ENGINEERING STORAGE 18271 ANDOVER PK W, TUKWILA, WA MECHANICAL PERMIT SEGALE BUSINESS PARK LA PIANTA LTD PARTNERSHIP, PO BOX 88050 MO2 -131 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Number: Issue Date: Permit Expires On: DESCRIPTION OF WORK: INSTALL ONE 6 -TON ROOF TOP UNIT AND AIR DISTRIBUTION; AIR DISTRIBUTION FOR EXISTING 2 -1/2 TON RTU; INSTALL ROOF EXHAUST FAN AND AIR DISTRIBUTION Phone: (206) 575 -3200 Phone: 253 833 -8284 Phone: 253- 833 -8284 Expiration Date: 04/30/2004 Fees Collected: Uniform Mechnical Code Edition: Date: 7 — P O 2_ MO2 -131 07/08/2002 01/04/2003 $65.06 1997 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 corn lied with, whether specified herein or not. es not presume to give authority to violate or cancel the provisions of any other state or local laws ancebf w.rk. 1 am authorized to sign and obtain this mecha ical •ermit. Date: 7 y Print Name: TjG .12V ' • -I 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. Printed: 07 -08 -2002 1 z w re 00 co 0 W WO LL a. W Z � uj 2p u i U O — ©t— ill W u. W z U = O z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049104 Address: 18271 ANDOVER PK W TUKW Suite No: Tenant: ENGINEERING STORAGE PERMIT CONDITIONS Permit Number: MO2 -131 Status: ISSUED Applied Date: 06/20/2002 Issue Date: 07/08/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Readily accessible access to roof mounted equipment is required. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Manufacturers installation instructions required on site for the building inspectors review. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: 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 #1900) 15: 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) 16: 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 #1900) (UFC 1001.3) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) MO2 -131 Printed: 07 -08 -2002 z I r 00 N O Co J N LL W QQ O LL Q. to g t- O Z 1- 111 W V � O N O I— W W ~ U. O � O Signature: City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 20: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating const uctionpor the performance of work. Print Name: 1-4.044 1 A teci doc: Conditions MO2 -131 Date: 1 / ' e 1 / 7_- - Printed: 07 -08 -2002 Project rr hi� STb� Signature: Value of chinical Equipment: OCR Site Address : t 7/ ANDOV PK JO 733 $t- & L� 130sAl -1 City State/Zip: Tax Parcel Number: 3521804.9 toot- Property Owner: S GRL■t_E gust Ne SS pu -- Phone: (? S15 . 2000 O l. A % ress: . 'MEW City % L i u ip: Fax #: 8t2g • Contractor: r EVE -'tA�- M 'GUlUh11 c.k.L Phone (ZlS3g - eas4 Street Address: b 2 W . 'I8 L `E 14 _ . .1� 111 1 City State/Zip: Vol Fax #: (Z53) Ms • 8620 Contact Person: lacbl, -b Va.- 6w-c Phone: (j0` ) 63 .4264- Street Address: S,L9AS O•S e.C44 bt.-1 2__. City State/Zip: Fax #: (20` ) 83s • 9s62-o F e- ' . . ,' . ',I ,7i, .` y , �� Nu( 91 1 E ' T•'?" . � Signature: Date: 4, e, /02 Print name: 1e. 1Cr.4:) v. is. Phone: ( 2,6Vass .e Fax #: ( ) 93s , 86,2,0 Address: 9102 W.v. /1ml vtb4,1 IV . & Zoo City ll.V t g a W,A,�t yr i.1 9epO l CITY OF r LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 'Project Number: Permit Number: j4OV PS SIAI1 IJSI ONLY Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ATA, 'fi n". «;t girdsHA'N Q�ER �jTkREVIEVY I ND APPROf�AL'.RE�QUESTEU':`(TO BEF /LLED OUT, BYA'PPLICAN7) .._ Description of work to be done (please be specific): I b.t.t. -. o f E Ct) e•-'1-DO R-oo - car vt4 4 ma- bts t esutl oi4 ; b.� bmilm sun o tl Pte-- MVAsTi 4•lmc Z. - - M44 RT .k j 1 11srM►1t 'RoOP C•tiA.tksr �,1a4 4 8+112 -- t gfar mt$ut 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 T,(UE LAWS OF THE STATFPF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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. Date application accepted: Date application expires: /2 -t0WZ Application taken by (initials) 11/2/99 meth pennll.doc ✓ Submittal Requirements Floor plan and System layout Roof plan `required toTdentify individual equipment and the (ochtion of each inst'al•afiori'(Uniform• :• : 'Mtchariicatode'504 (e)) t and l proposed Details and elevations (for roof mounted equipment) screening �' i ' • ' Heat Loss Calculations or Washington State Energy Cdde Foeri•m.#H =1 ' : ... '. ' a ' ' , I'! • ' ILt;W A;,C. ov ,er. ;000'CFM (approximately 5 ton and larger) provide h ith smoke detection.shut- off and will be route J.to the Fire Prevention division for additional comments (Uniform Mechanical ' • ' ° '•'•. ' Gbde) (909)';1, :t - ' '• , k r • • t , 1 y . Specifications must<be provided to show that•replacement equipment complies with the efficiency ratings 'a nd.other:apj 1icable requirements of the Washington State Nonresidential Energy. Code.....' - ; 1 :, , Structural engineeF's'analysis is required for new and the replacement of existing roof equipment w ighi'ng and greater (Uniform Building Code* 1'632.1A 'Structural docurntntation'sti0 be stamped by a Washington State licensed Structural Engineer. 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. RESIDENTIAL: Two complete sets of attachments required with application submittal 9/2I/99 relscpno.doc Submittal Requirements New Single Family Residence 1 Heat Toss calculations with specifications or Form H -6. Change - out or replacement of existing mechanical equipment 1 Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace >; t ".1 . Iii. �.•�� t • s 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 cdriditioh: NOTE: Water +eaters•an vents, are included the Uniform Mechanical Cod- e, inclyJlg any water heaters or vents being'rnsta •oe repla atl: . `' t • Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: doc: Receipt Payment City of iukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3523049104 18271 ANDOVER PK W TUKW ENGINEERING STORAGE R020000931 KAS 1684 ACCOUNT ITEM LIST: FIVE STAR MECHANICAL Current Pmts Amount Check MECHANICAL - NONRES PLAN CHECK - NONRES Type 11908 Description RECEIPT Method Description 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 65.06 Payment Date: 07/08/2002 11:47 AM Balance: $0.00 65.06 Account Code 52.05 13.01 Total: 65.06 MO2 -131 APPROVED 06/20/2002 Printed: 07 -08 -2002 • ject: "7 - Type of Inspecti2r- z o Addr.gss: 1 ( Z71 ( 1\c....." Date called: -7 — 2— - S -- - z -.--- Date wanted: a.m. Special instructions: • f.. Requester: r -- ) $ C Phone: • • • INSPECTI N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 \s PERMIT NO.5g (206)431-3670 "V per applicable codes. Li Corrections required prior to approval. COMMENTS: CD 0..—Zr•A"... 4 - -tA.* $47.00 REINSPECTION eipt No: E REQUIRED. Pro to inspection, fee must be paid ite 100. Call t chedule reins ection. Date: % Pry�°° ect: (( C1^ I ►vf'.. BFI r. ca LW Type of Inspection: S l v� I A r s :' ; : •' ' i t 4 tAcbv -eve ? Da te called: ILIA) -0 o •) T` ,, 1 S kt�`t c . S'1 ra 0 Special instructions: C Date wanted: a.m. Requester: rtNi Phone: ; rnvI) L'e -( a c per i ve I hector: 4, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 6 PERMIT NO. (206)431 -3670 Approved per applicable codes. N Corrections required prior to approval. 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �C^O�MMENTS: ref im t ni : ct , r r) �/ -e (} ��. 1 / Qq V 1' e .P V� ' 1A) vY •) T` ,, 1 S kt�`t c . S'1 ra 0 ` se WG(4fer iiect4.eY ; rnvI) L'e -( a c per i ve I hector: 4, Date: °] -1 '( J INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 6 PERMIT NO. (206)431 -3670 Approved per applicable codes. N Corrections required prior to approval. 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ev ctivv- er .et CivUA∎Pr -P1, Type of Inspection: Sw o'- - ber _ S1,.rk Ckcu, Address. . 1 f3 z71 AnNA6ve. TV- LA, Date called: 7- .2.z-I - 0 Special instructions: . T .\ 9:00 AM Date wanted: - 1- .Zil - 0 Requester: V Phone: 2-010 - 39(o-11L+2 -1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. ftg.4.14'1Xrst s 1o+"J 3 [.fat w (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 44 "e - t7 r .X s \ \NA\ - C Q r2 ro -� 40? 41 .e or cOrv,pIr S Inspecto . ' Date: $47.00 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ject: Type f Inspecti : n r2� 16 I` A -vO z u�C Pier.). Date c 1 ?f) 2 Special instructions: Date wanted: D am Request 1 Pho 4 ' t./ f ..raif;.7s:b.Ni� INSPECfiION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 : Approved per applicable codes. J Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE ' EQUIR . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ,:dr�.3Si,t .,.H. v:dt.ti PERMIT NO. bo ASr..1 Ng UO ul w LL WO u Q u) d � ul D U � co 0H W o u" .Z V Q ~ Z 7 •"" Project Name Address Sprinklers: Fire Alarm: Hood & Duct: / Halon: / Monitor: / Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM rElf /Aic- Iv) I ( 61 H Retain current inspection schedule Needs shift inspection \- L . without correction notice Approved with correction notice issued Permit No. ( (n• T.F.D. Form F.P. 85 John W. Rants, Mayor Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S-4404 • Fax (206) 57.5-4439 U i y MARK CATALOG NUMBER FAN INFORMATION MOTOR INFORMATION Hg' CFM SP RPM HP VOLTS HZ PH TYPE 20 13 -1/2 13 -1/2 90 2 -1/2 18 -3/4 16 -13/16 2 18 28 100 2 -1/2 18 -3/4 16 -13/16 2 18 Sins A B 0 0 Hg' Ship Wt. Opening 70 1 -3/4 13 -5/8 13 -13/16 2 18 20 13 -1/2 13 -1/2 90 2 -1/2 18 -3/4 16 -13/16 2 18 28 100 2 -1/2 18 -3/4 16 -13/16 2 18 30 13 -1/2 120 1 -7/16 28 -7/16 26 -9/16 2 20 67 15 -1/2 135 1 -15/16 28 -7/16 27 -1/16 2 20 72 15 -1/2 150 2 -13/16 32 -7/8 28 -11/16 2 24 87 19 -1/2 165 3 -5/16 32 -7/8 29 -3/16 2 24 90 19 -1/2 180 3 -5/16 37 -11/16 33 -15/16 3 30 102 25 -1/2 COOK DATE PROJECT: ,( LOCATION: DIMENSION DATA ALL D MENSIONS IN INCHES. WEIGHTS IN LBS. * ROOF OPENING SIZE FOR CURBS SUPPUED BY STANDARD CONSTRUCTION FEATURE All aluminum housing — Backward inclined all Two piece top cap with stainless stee quick (Sizes 120 -180) — Welded curb cop corners Permanently lubricated ball bearing motors — fasteners — Transit tested packaging. ACCESSORES 1. DISCONNECT SWITCH 2. GRAVITY BACKDRAFT DAMPER 3. MOTORIZED BACKDRAFT DAMPER 4. RCG GALVANIZED CURB 5. RCA ALUMINUM CURB 6. FAN SPEED CONTROL 7. EPDXY COATING 8. EPDXY PHENOUC COATING 9. LORENIZED COATING 10. ANTI— CONDENSATE COATING 11. LESS BIRDSCREEN 12. SPECIAL COOK ONLY. aluminum wheel — release latches — Birdscreen — Corrosion resistant MOTOR TYPE OOP (OPEN DRIP — PROOF); 2 SP (2 SPEED); X (EXPLOSION PROOF); TEFC (TOTALLY ENCLOSED FAN COOLED). I4o2.-r1 ACE -D Dial Exhaust Ventilator Roof Mounted/Direct Drive FILE COPY CITY Of TUKWLA APPRO'V'ED JUL - 2 2002 �[� � 1 Ea t 0t 04G otos& ACOO2R03 ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS - 6869 W00DLAWN AVE. N. E., SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 FILE COPY understand that the Plan Chnrk nr - c ' .. a i ^ re SEGALE BUSINESSPARK 733 BUILDING TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS FOR ROOFTOP MECHANICAL EQUIPMENT EXPIRES �.1f1R :1't_S / /26d 0l J June 18, 2002 ENW Project No. 02000047 CODE: 1997 Uniform Building Code SEISMIC: Zone 3, Soil Type SD WIND: N/A IMMO JUL - 2 2002 AS POLO LD*i3 DI ION RECEIVED CITY OF TUKWILA PERMIT CENTER KOZ- 131 ENS ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT# O Zc.,-'r C . A l PROJECT SUBJECT -tic, -k-( L) /) SHEET 1 OF BY I Dc. F0- (3ui L1 =UP) -- - I SLR- (1" ecC.cp, t.c) 1-E ?c- 4 e ?—d' 3. Ayfc' P_ 1 •c „ . 9.1 FF (n Ohl /c.t.c 1 \ A- 13 • I C4F 3 fYz' -- 4 Z- > 5 ec,F CJ/- c7- (zi 17L _ 4c 4 _ Li vc, Lc.)Ap — 2c ' . F (Z0t3F e.Aja,.) Lu-.p 6869 WOODLAWN AVE. N. E.. #205. SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 F ?33 LASE, i3 P`,F c2 -- Zc�4coc ewer-ff.-A. c...z..tvr, uti `r 1 Z-Q + 19.3 = 4d-1 G'5 = A/1 (Zo S)) = 1(0-0 Pc 1�1, z +'- 'k = z ;'- 3%4 " or c pub 1, r) a[.,)e - /c. 1" 1 . 7 &---112_ Cc tft-i MFR Cry 1 `.mac 6/46c.41--- 0' 1 6,4* - r ZS� j 1 9' do' Vt. DATE 6`17/07 grt c.> = I3YZ -4 = 3izRrP ENGINEERS NORTHWEST, IN ".S. Seattle, Washington Voice: (206) 525 -7569 Fax: (206) 522 -6698 Rog: 510001 Description Purlins Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status Span Dead Load Live Load Point #1 DL LL @x Results ftI Mmax © Center in -k @X= ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi Defle ctions Center DL Deft L/Defl Ratio Center LL Defl L /Deft Ratio Center Total Defl Location LJDefl Ratio 4x16 3.500 15.250 0.00 )ouglas Fh Larch, 1,150.0 95.0 1,800.0 1.150 Sawn No 23.27 Ratio = 1.2449 223.36 11.91 1,646.4 1,322.5 OverStress 89.4 109.3 Shear OK In -0.414 674.8 in -0.567 492.6 in -0.981 ft 11.728 284.7 Scope : Mech Units Timber Beam & Joist Title : Segale 732 ding Dsgnr: TDM Description : Job # 02000047 Date: 11:34AM, 17 JUN 02 Page 1 mber Member information Center Span Data *ft 104.00 #/ft 160.00 Ibs 491.00 Ibs ftl 20.270 C \ 619 "..1.15 ( -t ,� F. %t:"k"_`) IL = 1 0 ('rcw t inek.4._S , C-r'QS Sir - I � 1 24 4 > 24 .4 A, 1.[.6% F,,l = di f l)(1•(5 ) 15ZS ✓ J Reactions @ Left End DL Ibs 1,273.34 LL Ibs 1,861.60 Max. DL +LL Ibs 3,134.94 © Right End DL Ibs 1,637.74 LL Ibs 1,861.60 Max. DL +LL Ibs 3,499.34 Lu n/�c =t r '�Pc -( i eA ham- -0 Fie. I w o 1 e F i5rx� Rs1 F, (r '(G (5; )= 172s ae_ V ‘crr , 11cz 1=-v 2� .h t AVD c-.)Ez tr = 45 - , � 2`/£„ �e. ti OF _ (z4,4)(15.3) - Cv eeG-cr p f Lc_ f�Q1�G1 lam; 757 %-& &— C1. C KkS P_c.J(u &D Solution: Env* lope ENW 02000047 1 Engineers Northwest MI M2 M3 M4 M5 • 44 +ir+, .Z45 Segale 733 Beams on Grid 13 June 17, 2002 1:27 PM EleamsGridl 3. r3d Steel Code 1 ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor (ASIF) 11.333 Include Shear Deformation , Yes Include Warping Yes No. of Sections for Member Calcs 5 Redesign Sections . Yes P -Delta Analysis Tolerance , Vertical Axis Y - N1 0 N2 0 0 W1 0 No N2 60 1 0 0 i 0 No N3 70 0 0 M3 0 No N4 110 ! 0 0 1 0 No N5 120 N5 0 0 W1 0 No N6 180 0 0 ; 0 No M1 N1 ' N2 ;WOODSL.'i W1 Y BenPIN 60 M2 N2 N3 WOODSI..1 W1 i Y 10 M3 N3 N4 woODSI..1 W2 Y BenPIN BenPIN 40 M4 1 N4 1 N5 WOODSI.. W1 i Y f 10 M5 N5 1 N6 WOODSI.. W1 ; Y ' BenPIN 1 60 Global Company : Engineers Northwest Designer : ENW Job Number : 02000047 Segale 733 Beams on Grid 13 Joint Coordinates Joint Label X Coordinate ( Y Coordinate Boundary Conditions Joint Label X Translation Y Translation Z Translation (k/in) (k/in) (k/in) N1 i Reaction Reaction Reaction N2 i Reaction Reaction Reaction N5 L Reaction Reaction Reaction N6 1 Reaction Reaction Reaction Member Data X -Axis Shape / Material Phys End Releases Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End (decrees) Set TOM xyz xyz xyz xyz Wood Material Parameters Wood Set NDS Species Label Database Fb (ksi) Ft (ksi) W1 W2 WOODSIZE_8X34 I 2.4 i 1.15 .165 1.65 W000SIZE 6X27 I 2.4 1.15 .165 ! 1.64 1800 1800 - .3 1 .3 .3 .3 Basic Load Case Data BLC No. Basic Load Case Category Description Code 1 Dead ! DL 2 Live SL Fv (ksi) Member Point Loads, Category : DL, BLC 1 : Dead Member Label i Joint J Joint Z Coordinate (ft) Fc (ksi) Category Gravity Description X Y Z Dead Load T Snow Load 1 MX Rotation MY Rotation MZ Rotation (k- ft/rad)__ (k- ft/rad)_ (k- ft/rad) Reaction Reaction i Reaction E (ksi) Direction M1 N1 N2 M1 N1 N2 RISA -3D Version 4.5a fC:Imvoroiects\Seaale 733 M- U1BeamsGrid13.r3d1 Y Y Joint Temperature F) Magnitude (k, k -ft) -.464 -.85 June 17, 2002 1:36 PM Checked By: Detach from Diaphragm Load Type Totals Direct Joint Point Dist. Area Surf. 2 5 1 1 5 1 Location (ft or %) 16 41 Paae 1 End Offsets Inactive I -End J -End Code Length in in (ft) } Therm Weight Poisson's Coef. Density Cm Cr E mod Ratio (10 4 5 F) (k/f03) .035 .035 00 y 0 w J � N WO u.? . W F-0 w ~ w U ON 0I— WW 1-15 - w U 0 z M1 1 Y -.387 ! -.387 0 0 M2 I 1 Y -.387 1 -.387 0 0 M4 M3 Y -.387 1 -.387 0 0 M5 0 Y -.387 DL +LL -.387 0 0 M3 1 Y -.357 _ -.357 0 0 M1 1 Y ! -.48 ! -.48 0 0 M2 1 Y 1' 0 Z; 1 i 0 1 1 -.48 N2 -.48 0 0 M3 0.000 1 Y i 1_ 1 1 1 -.48 1 -.48 0 0 M4 DL +LL 1 y 1 Y I -.48 1 -.48 0 0 M5 1 , 1 I Y ! -.48 ( -.48 0 0 [ 1 1 DL 1Y1 ! 1' 2' I .9 1 1 0 0 0.000 1' 0 Z; 1 i 0 1 1 1 N2 max 0.000 i 1 i 0.000 ' 1' 0.000 1 0 i 1_ 1 1 1 0 1 11_1.311e-2 ' 2' 1 1 6.557e -3 ' 1 1 1 2 1 DL +LL 1 y 1 1 I 11.15 1 1 2 1 : 0.000 ' 1 , 1 1 2 1 0.000 1 0 ' 1 0 1 ` 1 1 9.764e -3 2 1 min i 0.000 1 .662 1 1 0.000 1 0 N1 i max , mini 0.000 ; 0.000 ! 1 1 '. 0.000 i 0.000 1 1' 2' 0.000 0.000 ' 1. 0 1 T 0 I l i 1 1 1 0 0 0.000 1' 0 Z; 1 i 0 1 1 1 0.000 - 0.000 N2 max 0.000 i 1 i 0.000 ' 1' 0.000 1 0 i 1_ 1 1 1 0 1 11_1.311e-2 ' 2' 1 1 6.557e -3 ' 1 1 min ! 0.000 1 1 ; 0.000 2 1 0.000 1 0 0 ' N3 max : 0.000 ' 1 , 1 1.283 2 1 0.000 1 0 ' 1 0 1 ` 1 1 9.764e -3 2 1 min i 0.000 1 .662 1 1 0.000 1 0 1 0 ' 1 1 5.122e -3 1 N4 max ; 0.000 ! 1 ' 1.179 1 2 1 0.000 1 0 1 1 0 max 1 1 -4.254e-3 1 0.000 min 1 0.000 I 1 1 .558 1 1 0.000 1 0 1 1 0 1 1 - 8.895e -3 2 N5 max 1 0.000 1 1 0.000 1 i 0.000 1 0 1 0 0.000 1- 5.689e -3 1 0.000 min 1 0.000 1 1 0.000 2 1 0.000 1 0 1 0 1 1 - 1.224e -2 2 N6 max 0.000 1 1 0.000 1 0.000 1 1 0 0 1 1 1 0 0 i 1 1 0 0 2 1 min 0.000 1 0.000 2 0.000 N1 max 0.000 1 1 23.107 12 0.000 1 0.000 1 0.000 11 1 0.000 - 0.000 1 mini 0.000 1 1 10.707 1 1 0.000 1 0.000 1 0.000 1 1 1 2 N2 max 1 0.000 ' 1 55.637 1 2 1 0.000 1 0.000 1! 0.000 1 0.000 , 1 1 1 1 0.000 1 0.000 1 1 min I 0.000 1 1 24.837 1 1 0.000 1 0.000 N5 1 max ' 0.000 1 1 54.933 2 l 0.000 1 0.000 1 1 0.000 1 1 0.000 1 min 0.000 1 1 24.132 1 1 i 0.000 1 0.000 1 0.000 1 0.000 1 1 N6 max 1 0.000 1 22.498 1 2 0.000 1 0.000 1 1 0.000 1 0.000 1 1 1 1 0.000 1 1 0.000 71 Amin 0.000 1 1 10.098 1 0.000 1 0.000 Reaction Totals : max 0.000 1 156.174 2 0.000 1 min 0.000 1 69.774 1 0.000 1 Company : Engineers Northwest Designer : ENW Job Number : 02000047 Member Direct Distributed Loads, Cateaory : DL, BLC 1 : Dead Member Label Direction Start Magnitude End Magnitude Member Direct Distributed Loads, Cateaory : SL, BLC 2 • Live Member Label Direction Start Magnitude End Magnitude Start Location Load Combinations Num Description Envelope Joint Displacements Joint Label X Translate Y Translate (in) Lc (in) Envelope Reactions Joint Label X Force k Lc Segale 733 Beams on Grid 13 k/ft . F) (k/ft. F (k/ft , F) (k/ft , F) _ _(ft or % Env WS PD SRSS CD BLC Factor BLC Factor Y Force (k) Z Translate Lc (in) Lc Z Force Lc (k X Rotate (radians) RISA - 3D Version 4.5a fC: \mvoroiects \Seaale 733 M U \BeamsGrid13.r3d1 Start Location (ft or %) BLC June 17, 2002 1:36 PM Checked By: Factor End Location ( or %) End Location (ftor %) BLC X Moment Y Moment Z Moment Lc (k -ft ) Lc (k -ft ) Lc (k -ft Paae 2 Factor Y Rotate Z Rotate (radians) Lc (radians) Lc M1 1 max 0 1 0 j 1: 0 1 0 1 NC NC ' min 0 1 0 1 1 1 0 1 0 1 NC NC 2 ,max 0 1 -1.513 1 1 j 0 1 0 . 1 476.019 i 1 NC 1 • min 0 1 -3.181 ! 2 i 0 1 0 • 1 226.344 2 NC ' 3; max 0 1• -2.024 1 1 0 1 0 1 355.676 1 NC min 0 1' -4.231 1 2. 0 1 0 • 1 170.191 12 NC i 1 4 i max 0 1, -1.311 1 0 1 0 ; 1 549.187 1 1 NC min 0 1 -2.704 2 0 1 I 0 1 266.301 1 2 NC 1 5; max 0 1 0 11 0 ' 1 0 1 NC � NC min 0 1 0 11 0 1 0 1 NC 1 NC M2 1 1 max 0 . 1 1 0 1 1 0 1 0 11 NC 1 1 NC min 0 1 0 1! 0 1 0 1 NC NC 2 1 max 0 1 I .365 2 1 0 1 0 1 1 ' 2739.601 1 2 1 NC 1 min 0 1 i .184 1 0 1 1 I 0 1 1 6379.734 1 1 i NC 3 max 0 • 1 .1 .691 2 0 1 0 1 1 2438.883 1 2 NC 1 min 0 1 i .352 1 1 0 1 0 1 5683.352 1 1 NC 4 I max 0 1 1 .993 2 1 0 1 0 i 1 . 3954.104 1 2 1 NC min 0 1! .51 1 1 0 1 0 1' 9219.213 1 1 I NC 5 i max 0 1; 1.283 2 j 0 1 0 NC I NC I min 0 1 .662 1 1 0 1 0 . 1 NC I NC M3 1 i max 0 1 1.283 2 1 0 1 1 0 ' 1• NC i NC ' min 0 1 .662 1 0 ' 1' 0 1 NC ~ NC 12' max 0 1 -.318 1 0 1 0 1 502.988 • 1 NC • min 0 1 -.981 2 0 1 0 1 214.536 2 NC 3 max 0 1 -.729 1 0 1' 1 0 1 358.379 1 1 NC min 0 1 -1.909 2 0 0 1 152.857 2 NC 4 max 0 1 -.37 1 0 1 0 1 502.988 . 1 ' 2 NC NC min 0 1 -1.033 2 0 1 0 1 214.536 5max 0 1 1.179 2 0 1 0 1 NC NC NC min 0 1 .558 1 0 1 0 1 NC M4 1 max 0 1 I 1.179 2 0 1 1 0 ' 1 • NC 1 NC 1 min 0 1 i .558 1 0 , 1 0 : 1 NC 1 NC I 2 i max 0 • 1 i .914 2 0 1 1 0 1 3954.104 1 2 NC min 0 1 1 .432 1 0 1 0 i 1 .9219.2131 1 NC 3 max 0 1 I .639 1 2 0 1 0 1 2438.883 2 NC min 0 1 I .3 1 1 1 0 1 0 ! 1 .5683.352 1 NC 4 max 0 . 1 1 .338 2 0 1 0 i 1 , 2739.601 2 NC min 0 1 .158 1 0 1 0 1 1 16379.734 1 NC 5 max 0 1 I 0 1 0 1 0 1: NC NC min 0 ' 1 0 1 0 1 0 1 1 NC NC 1 M5 1 max 0 1 0 1 1 0 1 0 1• NC . 1 NC min 0 1 1 0 1 1 0 1 1 0 1 1 1 NC I NC I 2 max 0 1 1 -1.171 1 0 1 0 1 1 1 614.801 1 NC min 0 1 I -2.564 2 0 1 0 1' 280.834 2 NC 3 max 0 1 i -1.834 1 0 1 0 i 1 392.6 1 NC i min 0 1; -4.04 2 0 ' 1 0 ; 1 178.211 2 NC 4 i max 0 1 i -1.38 1 0 1 0 1 521.864 1 NC ! min 0 1 I -3.048 2 0 1 0 1 236.21 2, NC 5 1 max 0 1 1{ 0 0 1 1 i 0 0 1 r 1 0 0 1 NC NC I 1 1 min 0 1 NC �- NC I Company : Engineers Northwt,t Designer : ENVY Job Number : 02000047 Envelope Member Deflections Segale 733 Beams on Grid 13 June 17, 2002 1:36 PM Checked By: Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc Envelope Member Section Forces Member Label Section M1 1 Axial Lc Shear y -y k) max I ( 0 ) 1 fl 23 min in (in 0 1 10.707 Lc Shear z -z Lc Torque 21 I 0 Ti 1 0 RISA -3D Version 4 5a IC: \mvoroiects \Seaale 733 M- U \BeamsGrid13.r3d1 t Lc Moment y -y Lc Moment z -z Lc (k -ft) (k -ft) 0 0 1 0 111 1 0 I11 Paae 3 Company : Engineers Northwest Designer : ENW Job Number : 02000047 Envelope Member Section Forces, (continued) Member Label Section Segale 733 Beams on Grid 13 Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (k) ( ) ( ) ( 1 k) (k RISA -3D Version 4.5a rC: \mvoroiects\Seaale 733 M- U \BeamsGrid13.r3d1 k -ft June 17, 2002 1:36 PM Checked By: k-ft ( -ft Paae 4 7 2 max 0 I 1 j 10.102 r 2 0 1 0 1 1 0 0 ; 1 1' L- 117.067 249.067 1 1 2' !min 0 1 4.902 1 1 0 1 1 0 3 • max 0 1 1 1 -1.367 1 0 , 1 0 ; 1 0 i 1; 140.562 ; 1, - 296.562 2. min 0 1 1 -3.367 1 2 0 1 0 1 1 0 1 1 4 max 0 1' -8.022 11 0 1 0 j 1 0 1 j -73.119 ; 1' min 0 1!- 17.222 ' 2 , 0 1 0 1 0 11 1- 145.119: 2 5 max 0 1 - 13.827 ; 4! 0 1 0 1 0 i 1, 210.75 ' 2 min • 0 1 1- 30 2! 0 1 0 1 1 0 1 1 1 90.75 ! 1 M2 1 max 0 1 1 25.41 1 2 1 0 1 1 0 1 j 0 1 210.75 j 2 min 0 1 11.01 1 1 0 1 0 1 0 1 1 90.75 1 1 2 max 0 1 23.243 1 2 0 1 0 1 1 0 ' 1 149.934 2 min 0 1 1 10.043 1 1 1 0 1 0 1 1 0 1 1 64.434 1 1 3 max 0 ; 1, 21.075 ! 2 0 j 1 0 1 1 0 ( 1 94.537 1 2 min ! 0 1 1 1 9.075 1 1 1 0 1 1 0 1 1 1 0 1 1 40.537 1 1 4 max . 0 1 1 18.908 2 i 0 1 0 1 1 0 1 1 1 44.559 1 2 min 1 0 1 1 8.108 1 1 0 1 0 1 1 I 0 1 1 19.059 j 1 5 max • 0 1 1 16.74 1 2 0 1 0 1 1 0 1 1 1 0 1 1 min • 0 1 1 7.14 1 1 1 0 1 0 1 1 0 1 1 1 0 ! 1 M3 1 max 0 1 1 16.74 1 2. 0 1 0 1 1 0 1 1 0 ! 1 min 0 1 1 7.14 ! 1' 0 1 0 1 i 0 ; 1 i 0 , 1 2 max 0 1 i 8.37 2 0 1 1 0 1 0 ; 1 -53.55 • 1 1 min 0 1 1 3.57 1 1 • 0 1 0 1 I 0 1 1- 125.55 1 2 3 max 0 i 1 0 ' 1 0 ' 1 0 i 1 0 1 -71.4 ! 1 j 2 min 0 1 1 0 1 0 1- 1 0 ' 1. 0 1 -167.4 4! max 0 1 -3.57 1 0 1 0 , 1 0 1 -53.55 . 1 min 0 1 -8.37 2 0 ' 1 0 ' 1 0 1- 125.55 2 5 }max 0 1 -7.14 1 0 1 1 0 1 0 1 0 0 1 0 1 ! min 0 1 -16.74 2 0 ' 1' 1 0 1 M4 1 1 max 0 1 -7.14 1 0 1 0 1 0 ' 1 1 0 . 1 1 min 0 1 1 -16.74 2 0 1 0 1 0 1 i 0 1 2 max 0 1 -8.108 1 0 1 0 1 0 1 1 44.559 2 min 0 1 - 18.908 2 0 1 0 1 0 1 i 19.059 1 3 max 0 1 -9.075 1 0 1 0 1 0 1 1 94.538 2 min , 0 1 - 21.075 2 0 1 0 1 0 1 1 40.538 1 4 max : 0 1 - 10.043 1 0 1 0 1 0 1 1 149.934 2 min , 0 1 - 23.243 2 0 1 0 1 0 1 1 64.434 1 5 max ! 0 1 -11.01 1 0 1 0 1 0 1 210.75 1 2 min ! 0 1 -25.41 2 0 1 0 1 0 1 90.75 1 M5 max 0 1 29.522 2 0 1 0 1 1 0 1 1x210.75 1 1 90.75 2 1 min 0 1 13.122 1• 0 1 0 1 0 2 maxi 0 1 16.517 2 0 1 0 1 0 1 1 -62.55 1 min ' 0 1 7.317 1 0 1 0 1 0• 1 I- 134.55 2 3 max ► 0 1 3.512 2 I 0 1 0 1 0 1 - 128.775 1 min ; 0 1 1.512 1 0 1 0 1 0 1 - 284.775 2 4 max ; 0 1 -4.293 1 0 1 0 1 0 1 II ' - 107.925 1 min 0 1 -9.493 ' 2 0 1 0 1 0 1 -239.925 2 5 max • 0 1 - 10.098 1 0 1 0 1 0 1 1 7 1 0 1 min • 0 1 - 22.498 2 0 1 0 1 0 0 1 Company : Engineers Northwest Designer : ENW Job Number : 02000047 Envelope Member Section Forces, (continued) Member Label Section Segale 733 Beams on Grid 13 Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (k) ( ) ( ) ( 1 k) (k RISA -3D Version 4.5a rC: \mvoroiects\Seaale 733 M- U \BeamsGrid13.r3d1 k -ft June 17, 2002 1:36 PM Checked By: k-ft ( -ft Paae 4 7 J N ' \/ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT # 0 7-C - 1"-GO 4-7 PROJECT 5 t 713 DATE 7:7 SUBJECT (,N L7 - SHEET OF BY TO C G 7 t2 S >< 3.{ f iL- = 173G, ► K 3 ' C j5) F b 173G. Pc = Z-4 c >os/ (4)(i is (. 77E) 21 4 - 7 Ps( Ater-OF-Cr Cam) 1. t + _ . 773 GcJ � =1 - CF�iDc. t .i Ztt F e .778 - b5 G� = l .cD x, : 5 (;( 1 . t i 1 > 11.1?. o 9 - Zi #7�c c. 14 c,-i. &.. Leo t-E c-)5 S1 az F Zie_ f ( cfr Vc v, - c FAG -Z C- . r _ - eE,r - : - efoq' *pp. mod# # t$ (,4 Urn ._ r_ -c_-. = C�' ��3 257g � P F) = SZ C C)C '73 c'r>. Zc1 CA-D 1T 1 (-ft i'_v '' n44c. c..) c cia7 72,' t5• ‘";..)k-7- ok. . F 1\T ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE. WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 47 PROJECT G � ri DATE �p /17rUZ SUBJECT / 1 . . L / 0 1-7 SHEET OF BY ` = , 6 -F 1 ,77:- `t.C) (�+ 3 U )' ')c.�p 4 - C4-1(.3c.)I.0 (' 4- 4- ( cv ✓'�'��2 ( r W � (Lo Gil ?z�rsG'�� f./ LT I MO - (151)(34) = 57 z_4 r( ce- _ ( 4.4rI 15 4 ) _ c l � - L T (v u !'t x = r cum cN pc) C _ . - 3C., ma •S � klS, �J/2c` Seat- ) v,u (u ,u c r-- A) L- - L-3 A — S?. /-Eecc.F -Q" CAF GGI. t..Z�csoc. -e g CtJ 1 C Zcl (.t -z") _ I Z zZZ ," l2 = (P, (Z9N)= 2 So 4" Z4.Gs / Z.Vz 2.c( 7 (,cam cN uu c4' / Sv cs v= 6g -' -- 1CI. ;3)= (I7 * /,j ,L (a Gm e ) a 1 /1,7 = z.5 3 “ (..) t► Kt. 1 - (v d (JA Cc.)- I - 1. z- > 1.0 O TRAM. PI'eceCe7tTM 3- 10Tons -60Hz October 2 2nd February 2002 1 I Irrirsr -4 IL...1 fl. FILE COPY___._ _ . .__.__.. - -- Packaged Gas/Electtic Rooftop Units CITY � JUL - 2 2002 AS NO ED iUtt_DsG DtVTS RECEIVED CITY OF TUKWILA PERMIT' fi„ ; 9'x!4, FIT- PR0006 -EN Z �W Ce 6 U O (0 JI- � w o 2 g _ 9- a � Z � w� w 0 O ci 111 H - O "; z U = O~ Z 74 All dimensions are in inches/millimeters. 6 Tan Standard and High Efficiency 7N41bn Standard ENlelieney EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4 -14 NPT DIA. HOLE 7f9Tan High Miami 8Nr and 10Ibn Standard and High Efficiency 41/4 108 MM EVAPORATO SECTIO PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 514.14 NPT DIA. HOLE Dimensional Data 1/2 NPT OAS CONNECTION (60 mbh, 120 mbh); 3/4 NPT GAS CONNECTION (15011441, 200 mbt% 250 AND) 4114 106614 27 S/6' 701 64.6 47 7/8' E6 6/6' 121614,1 2261 641.4 276T 701 MM. 477/S UST 1216 2251 6IN 1/2 1MT OAS CONNECTION (60 MN, 120 ANAL 3/4 NPT OAS CONNECTION (150 Tit, 20011166 250 AMA .' 1 OT TOP PANEL CONTROL AND COMPRESSOR ACCESS PANEL CONTROL *140 COMPRESSOR ACCESS PANEL 4 114 106 MM 43 MM 7 5/8 194 MM 531/4' (353 MM TOP PANEL II 11% 1061AM 5816 14361A 5/5 531/4' 631/4' 1363 UM ras) CONDENSER FAN CONDENSER FAN 40 7/6 109E MM CONDENSER COIL UNIT CONTROL WIRE 7/6' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3b' (35MM) DIA HOLE UNIT POWER WIRE 1 3/E' (36641) DIA HOLE 46 T /6' 1113 MM CONDENSER COIL UN41 CONTROL WIRE (22161) DLL HOLE SERVICE (TALKIE PORTI ACCESS 1 sr (3611) DIA. ROLE UNIT POWER WIRE 135' (3641.4) DIA HOLE Rr- PR0006EN All dimensions are in inches/millimeters. 6401ians — Roof Curb 6.1bTons —L .w owDuctCamectians— Mkt 14' 355 MM 43 44 Dimensional Data 48 3/8' 1178 MM 34 3/8' 873 MM 21 MM 1 3/4' 44 MM (6 M 1 O Tons) 80 1/2 2045 MM 1 4 265 MM Z . 1500 M M 51 MM 83 7/a 2131 MM ALL FLANGES 1 1/4" (31 MM) Tide Wt1— Maxinnran Unit and Comerli nts (Lbll) and Center Of C:tattlty Dirrnernsiorns (h) Unit Maximum Weights (Lbs) Comer Weights (Lbs)1 Center of Gravity (In.) Tons Model No. Shipping Net A B C D Length Width 3 YSCO36A 534 480 151 124 96 109 32 19 YHCO36A 551 497 158 128 101 110 32 19 YSC048A 559 505 159 130 108 109 33 19 4 YHC048A 593 539 166 133 114 126 32 20 5 VSC060A 576 522 169 134 105 114 32 18 YHCO60A 628 574 179 140 119 136 32 20 'YSC072A 822 735 249 193 132 161 39 21 VHC072A 859 772 249 198 141 184 39 22 YSC090A 907 820 273 208 146 193 38 22 71/2 YSCO92A 909 822 277 222 147 175 40 21 YHC092A 1010 923 306 243 165 210 39 22 814 YSC102A 986 899 297 243 165 194 40 21 YHC102A 1044 957 310 252 175 220 40 22 10 YSC120A 1074 987 325 265 183 213 40 21 YHC120A 1147 1060 342 277 197 245 40 22 NOTE: 1. Corner weights are given for information only. 2. Weights are apprmdmate. RT- PRC006•EN Weights CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY CENTER OF GRAVITY LENGTH Table WL2 — Facto.iy. st ed Net niggles (Lbs)' Accessory Economizer Barometric Relief Powered Exhaust Motorized Outside Air Damper Manual Outside Air Damper Roof Curb Oversized Motor Belt Drive Motor Smoke Detector, Return Smoke Detector, Supply Coil Guards Hinged Doors Powered Convenience Outlet Though the Base Electrical Though the Base Gas Unit Mounted Circuit Breaker Unit Mounted Disconnect Novar Control NOTES: 1.Welghts for options not listed are >5 lbs. 2.Net weight should be added to unit weight when ordering factory-Installed accessories. Net Vlbight 3.5Tons 6- 10Tons 26 36 7 10 80 20 30 16 26 70 115 5 8 31 — 7 7 5 5 12 20 10 12 38 38 8 13 5 5 5 5 5 5 8 8 79 NtWel • 66 bilk ED-- Unit Whig • Standard Efficiency Standard Indoor Fan Motor Oversize Indoor Fan Motor Optional Belt Drive Indoor Fan Unit Minimum Maximum Fuse Minimum Maximum Fuse Minimum Maximum Fuse Unit Operating Circuit Size Or Maximum Circuit Size Or Maximum Circuit Site or Maximum Tons Model No. Voltage Range Ampeclty Circuit Breaker' Ampecity Circuit Breaker' Ampadty Circuit Breaker' YSCO36A1 187.253 25.3 40 27.7 40 3 YSCO36A3 187.253 17.9 25 20.3 30 20.6 30 YSCO36A4 414.506 9.2 15 10.4 15 10.6 15 YSCO36AW 517-633 7.7 15 8.3 15 8.3 15 • • YSC048A1 187.253 34.0 50 36.1 50 - - YSC048A3 107.253 23.9 35 26.0 40 25.3 35 4 YSC048A4 414.506 12.8 20 14.4 20 13.6 20 YSC048AW 517.633 9.8 15 10.6 15 10.0 15 YSC060A1 187-253 47.3 60 49.0 60 - - YSC060A3 187.253 31.5 50 33.6 50 30.3 45 5 YSC06OA4 414.506 16.0 25 16.3 25 15.6 25 YSC060AW 517.633 12.2 15 12.8 20 11,8 15 ---10 -YSC072A3 187 -253 32.2 50 33.5 50 - - 6 YSC072A4 414.506 17.6 25 18.2 25 YSC072AW 517.633 12.8 20 13.6 20 - YSC090A3 187-253 42.7 60 45.8 60 - YSC090A4 414.506 22.6 35 24.1 35 - 71/2 YSC090AW 517-633 17.6 25 18.8 25 - YSC092A3 187.253 38.9 50 42.0 50 - Motor Electrical Data YSC092A4 414-506 20.5 25 22.0 25 - YSC092AW 517-633 15.5 20 16.7 20 YSC102A3 187-253 44.4 60 47.5 60 - 8* YSC102A4 414-506 24.0 30 25.5 35 - YSC102AW 517 -633 19.5 25 20.7 25 - YSC120A3 187-253 50.9 60 54.9 60 - 10 YSC120A4 414-506 26.9 35 28.9 35 - YSC120AW 517-633 21.8 25 23.5 30 - NOTES: t HACK breaker per NEC. ED,2 - Electrical Cheraeloristios -- Evaporator Fan Wears - t#eit Drips Standard Evaporator Fan Motor Oversized Evaporator Fan Motor Unit Amps Amps Y#C048AW 1 575 3 1.0 1.7 16.1 - - - - 5 Y #C060A3 1 208.230 3 1.0 5.0 32.2 - - - - - Y#C060A4 1 460 3 1.0 2.5 16.1 - - - - Tons Model No. No. Volts Phase HP FLA LRA No. Volts Phase HP FLA LRA 3 Y#CO36A3 1 208.230 3 1.0 5.0 322 - - - - - - Y#CO36A4 1 460 3 1.0 2.5 16.1 - - - - - Y#CO36AW 1 575 3 1.0 1.7 13.2 - - - - 4 Y #C048A3 1 208 -230 3 1.0 5.0 32.2 - - - - - Y#C048A4 1 460 3 1.0 2.5 18.1 - - - - - Y#C060AW 1 575 3 1.0 1.7 16.1 - - - - - - -- .V.Y #S072A3 1 208-230 3 1.00 5.00 32.20 1 208.230 3 2.00 6.30 48.00 6 Y#S072A4 1 460 3 1.00 2.50 16.10 1 460 3 2.00 3.10 24.00 Y #5072AW 1 575 3 1 .00 1.70 13.20 1 575 3 2.00 2.50 18.20 YSC090A3 1 208-230 3 2.00 6.30 48.00 1 208-230 3 3.00 9.40 83.00 YSC090A4 1 460 3 2.00 3.10 24.00 1 460 3 3.00 4.60 42.00 YSC090AW 1 575 3 2.00 2.50 18.20 1 575 3 3.00 3.70 31.00 ▪ Y#C092A3 1 208.230 3 2.00 6.30 48.00 1 208.230 3 3.00 9.40 83.00 Y #C092A4 1 460 3 2.00 3.10 24.00 1 460 3 3.00 4.60 42.00 Y #C092AW 1 575 3 2.00 2.50 18.20 1 575 3 3.00 3.70 31.00 Y#C102A3 1 208-230 3 2.00 6.30 48.00 1 208-230 3 3.00 9.40 83.00 8S5 Y#C102A4 1 460 3 2.00 3.10 24.00 1 460 3 3.00 4.60 42.00 Y#C102AW 1 575 3 2.00 2.50 18.20 1 575 3 3.00 3.70 31.00 Y #C120A3 1 208.230 3 3.00 9.40 83.00 1 208.230 3 5.00 13.40 112.00 10 Y#C120A4 1 460 3 3.00 4.60 42.00 1 460 3 5.00 6.60 56.00 Y#C120AW 1 575 3 3.00 3.70 31 .00 1 575 3 5.00 5.40 41.00 *indicates both standard and high efficiency airflow. RT- PRC006•EN r‘ JV v0 • 0 CD al W 0 u Q to d I- 0 Z ILI W 0 0 - 0 1- W � 2 ▪ 0 W Z 0 Z Naga GD-2- Genova, Data Cooling Porfonnwsos' NOTES: 1.7. See Notes on Page 12. e YSC060A Oversized Motor Fan Narrater Is 12 x 11. 9. Motor RPM shown Is low speed. High speed RPM is 1100/1135. 10.Ftter size shown is for tow and medium heat models. High heat model filter size recommended is 20 x 30 x 1. 11.Optional 2" pleated filters also available. 12.YSC072A when used in a horizontal application has an EER of 10.1 and System Power (14Y) of 6.83. Rf.PRC006 -EN YSC060A1 • w (5 - 6 Tons) General Data Standard Efficiency 5-Ton Convertible 6-Ton Convertible YSC060A3, A4, AW YSC072A3, A4, AW Gross Cooling Capacity 63,100 63,100 72,000 SEERIEER 9.90/- 10.201- - 110.2't Nominal CFM /ARI Rated CFM 2,000/2,000 2,0002,000 2,400 /2,100 ARI Net Cooling Capacity 60 ,000 60,000 69,000 Integrated Part Load Value' - - - System Power (KW) 6.86 6.78 6.77 fllsatN4 PMfiarnrara me Heating Models Low Medium High Low Medium High Low Medium High Heating Input (Btu) 60,000 80,000 130,000 60,000 80,000 130,000 80,000 120,000 150,000 Heating Output (Btu) 47,000 63,000 103,000 48,000 64,000 104,000 64,800 97,200 121,500 AFUE96 81 81 80 81 81 80 81 81 81 Steady State Efficiency (%) 81 81 80 81 81 80 81 81 81 No. Burners 2 2 3 2 2 3 2 3 3 No. Stages 1 1 1 1 1 1 1 1 2 Gaffs Connection Pipe Size (in.) 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 3/4 fYoJType 1/Climatuff Scroll 1 /Climatuff Scroll 1 /Cllmatuff Scroll Outdoor Sound lhal q (de)" 83 83 90 Outdoor Coll -Type Lanced Lanced Lanced Tube Size (In.) OD 0.3125 0.3125 0.3125 Face Area (sq tt) 8.81 8.81 13.88 Rows/FPI 2/17 2117 2/17 Indoor Coll •Type Lanced Lanced Lanced Tube Size On.) 0.3125 0.3125 0.3125 Face Area (sq ft) 5.00 5.00 9.89 Rows/FPI 3/16 3/16 2)16 Refrigerant Control Short Orifice Short Orifice Short Orifice Drain Connection No./Size (in.) 1 /3/4 NPT 1/3 NPT 1 /3/4 NPT Outdoor Fan -type Propeller Propeller Propeller No. Used/Diameter (in.) 1/22 1/22 1/26 DriveType/No. Speeds Direct/1 Direct/1 Direct/1 CFM 3,470 3,470 No. Motors/HP 1/0.33 1/0.33 1/0.70 Motor RPM 1075 1,075 1,075 Drat Delve Indoor Fan -Type FC Centrifugal FC Centrifugal N/A No. Used/Diameter Qn) 1/11 x 11a 1/11 x 11" NIA DriveType/No. Speeds Direct/2 Direct/2 N/A No. Motors 1 1 N/A Motor HP (Standard/Oversized) 0.90/1.00 0.90/1.00 N/A Motor RPM (StandardlOversized) 98511,090' 985/1,080 WA Motor Frame Sim (Standard/Oversized) 48/48 48/48 N/A limit Delve Indoor Fan -Type - FC Centrifugal FC Centrifugal No. LJsed/Dlameter (in.) - 1/11 x 11 1/12 x 12 DriveTypelNo. Speeds - BeltNariable Sheave BeltNariable Sheave No. Molars - 1 1 Motor HP (Standerd!Overslzed) - 1.001- 1.00/2.00 • Motor RPM (Standard/Oversized) - 1,750/- 1,750/1,750 Motor Frame Size (Standard/Oversized) - 48/- 56/56 Fps -Type Furnished m Throwaway Throwaway Throwaway (No.) Size Recommended (2)20 x 25 x 1 ° (2) 20 x 25 x 1 (4) 16 x 25 x 2 fAMlpirsnt Charge (Ibs of R -22)' 4.9 4.9 7.1 13 June 25, 2002 Richard Garcia Five Star Mechanical 3902 West Valley Highway North, #200 Auburn, WA 98001 RE: Letter of Incomplete Application #1 Development Permit Application Number MO2 -131 Engineering Storage —18271 Andover park West Dear Richard: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 20, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelson, at (206) 431 -3670, if you have questions concerning the following: Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl File: Permit File No. MO2 -131 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The application and specs are using a 6 -ton unit and the plans are indicating a 5 -ton unit. Please clarify. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: MO2 -131 DATE: 6 -28 -02 PROJECT NAME: ENGINEERING STORAGE SITE ADDRESS: 18271 ANDOVER PK W Original Plan Submittal X Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENT ?.Z Buildin �] Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [1° Comments: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route C?( Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 7 -30 -02 Approved ❑ Approved with Conditions / Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28.02 PERMIT COORD COPY Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator 7 1(1 DUE DATE: 7-02 -02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Applicable ❑ z 1 w U 0 W W w0 g Q Z � ul 0 0. ON 0 f— ill W H- IL Li/ U 0 z ACTIVITY NUMBER: MO2 -131 PROJECT NAME: ENGINEERING STORAGE SITE ADDRESS: 18271 ANDOVER PARK WEST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DATE: 6 -20 -02 DEPARTMENTS: I!I Public Wor ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit.Center Use Only INCOMPLETE. LETTER MAILED: 6 •tPor LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ler Fire ❑ Ping ❑ PW ❑ Staff Initials: SOT TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2802 t-'ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention AU) (p-2.69 O Structural Incomplete othe PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 6 -25-02 0 Not Applicable ❑ DUE DATE: 7 -23 -02 DATE: z i • ~w QQ LI JU 00 U) W Ca w w LL Q 0 2 a � W Z� O Z W • N 0 1- w W H F I I O W Z V � O 4 ACTIVITY NUMBER: MO2 -131 DATE: 6 -28 -02 PROJECT NAME: ENGINEERING STORAGE SITE ADDRESS: 18271 ANDOVER PK W Original Plan Submittal X Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 4/ APPROVALS OR CORRECTIONS: Documentshouting slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ Incomplete DUE DATE: 7 -02 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 7 -30 -02 Approved ❑ Approved with Conditions ir Not Approved (attach comments) ❑ Notation: J'�� re IL i4o 1941. CQV eC 4s kw.RA - M 1 REVIEWER'S INITIALS: DATE: 'Z ( Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT NO.: M Q 2- 1 f MECHANICAL PERMIT APPLICATIONS INSPECTIONS 2 Pre - construction 50 WSEC Residential 60 WA Ventilation/Indoor AQC 610 Chimney Installation/All Types 700 Framing 1080 Woodstove 1090 Smoke Detector Shut Off 1100 Rough -in Mechanical 1101 Mechanical Equipment/Controls 1102 Mechanical Pip /Duct Insul 1105 Underground Mech Rough -in 1115 Motor Inspection 1400 Fire - Final 1800 Mechanical - Final 4015 Special -Smoke Control System CONDITIONS • 10001 No changes to plans unless approved by Bldg Div fik 10002 Plumbing permits shall be obtained through King Co I 10003 Electrical permits obtained through L & I 10005 All permits, insp records & approved plans available • 10014 Readily accessible access to roof mounted equipment I 10016 Exposed insulation backing material 10019 All construction to be done in conformance w /approved plans • 10027 Validity of Permit a 10036 Manufacturers installation instructions required on site iiii 10041 Ventilation is required for all new rooms & spaces El 10042 Fuel burning appliances [] 10043 Appliances, which generate. • 10044 Water heater shall be anchored.... Additional Conditions: TENANT NAME: N 6'. • STORgGE FEES Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Burner 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 S$) _a Add'1 Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'l Plan Review (hrs) Plan Reviewer: Date: (2i OZ Permit Tech: Date: 1 'Oa DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -131 PROJECT NAME: ENGINEERING STORAGE SITE ADDRESS: 18271 ANDOVER PARK WEST DATE: 6 -20 -02 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete )II( Comments: ICQ%} -r'ejK ass, _ Is '4 11,4 5 4 u -I- , Scri4 e ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 6-25-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: r DUE DATE: 7-23 -02 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center. Use' Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 DATE: ACTIVITY NUMBER: MO2 -131 DATE: 6 -20 -02 PROJECT NAME: ENGINEERING STORAGE SITE ADDRESS: 18271 ANDOVER PARK WEST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works 0 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slIp.doc 2 -28 -02 Planning Division Permit Coordinator DUE DATE: 6 -25-02 DUE DATE: 7 -23 -02 DATE: /e/2 0 0 Not Applicable ❑ Comments: Permit Center: Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ❑ Permit. Center Use, Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 10 Date: �� Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: 4.‘Es1 - 1h� ' vR - ►.� - . Project Address: t8271 1APaVe1 Contact Person: 'R4Lkt -O Phone Number: 2bG 7E4,, EE94- Summary of Revision: 'T�IaG S PAct3H11 _ 1.1 ot1 'C' 3aR 4. 1 (, I -• r 'TN Po m Cr, -tot -totA S .Ac=cukJ_�y 1fl • Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: / e Moir puck uKw PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A T Entered in Sierra on " a2 08/30/00 .x v" DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.. # ,,EXP. DATE CCO1 FIVESM*010JT 04/30/2004 EFFECTIVE DATE 04/30/1999 FIVE STAR MECHANICAL 3902 W VALLEY HWY N STE 200 AUBURN WA 98001 DUCT FITTING STANDARDS REFER TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ", LATEST EDITION (1995) EXCEPT AS NOTED ON PLANS ELBOWS 1V AIR //< FLOW 5 S =2. IN S=1.5 2 0 IN W N N El i(-/ _ SQ W MIN. THROAT -R =O NOT ACCEPTABLE WITHOUT TURNVANES RADIUS ELBOW SQUARE ELBOW L =0.0 IN 1 SINGLE- THICKNESS VANES STANDARD TURNVANES FLEX DUCT CONNECTORS & RUN -OUTS TO GRILLES ET INSULATED INSTALLED RUN 1 GRILLE BOOT th4 3 TO 6 SECURE CORE W /APPROVED FLEX DUCT, NYLON OR METAL WORM DRIVE AS STRAIGHT CLAMPS. NO DUCT TAPE JOINTS & SCREWS ALLOWED smormoramm METAL DUCT TEES AND TAKE -OFFS - -I 1.5W �--- 1 TV W W- - � F 10 - 45' f' 4" MIN. -- -{1L I_ -- W R=N/ MIN. SQ. THROAT TAG EQUIPMENT SCHEDULE IAC -11 I AC- 2 ROOFTOP PACKAGE GAS- ELECTRIC UNIT, Trone YCC060F3MOB, with factory economizer, factory roof curb and high stotic motor (1 hp). Nom.)( - foh 7 Z14°C)c•F.� tons. - 2000 effn © 1" ESP, TC = 60 MBH net, SEER = 10.0, heat input =125 MBH, heat output = 100 MBH, 78% efficiency. Unit wt. = 600 lbs. Curb = 100 lbs. Min. OSA = 500 cfm. Electrical data: 208 - 230/3/60, 31 FLA, 45 amp. max. fuse. EF -1 I BDI EXISTING ROOFTOP PACKAGE GAS - ELECTRIC UNIT, Trone YCCO36F1 MOB, Nom. 3 tons, 1200 cfm © 0.5" ESP. ROOF EXHAUST FAN, UPBLAST, Direct drive, 600 cfm © 0.625" SP, 1 /10 hp, 1550 rpm, 9.5 sones, with BM, factory disconnect, solid state speed control located at fon for air balance. Factory roof curb. Acme P00110. Wt. =50 lbs. Electrical data: 115/1/60, 2 FLA. BACKDRAFT DAMPER, Ruskin #CBD -2, Barometric, counterbalance type with field adjustable feoture. CONTROLS T1 SEVEN DAY PROGRAMMABLE THERMOSTAT, two stage, Honeywell T7300D with matching subbase. CONTROL NOTE: System capable of minimum 5 degree deadband, seven day programmable for each day per week, outside air dampers close automatically when system is off or upon power failure, interlocked to prevent simultaneous heating and cooling. Mount thermostat or sensor 60 inches above floor. SEQUENCE OF OPERATION ECONOMIZERS Automatic modulation of outside air and return air dampers to provide up to 1005 of outside air to reduce or eliminate the need for mechanical cooling as determined by the condition of outside air for cooling duty. System shall be able to integrate the operation of outside air cooling and mechanical cooling together to provide the most economical operation to maintain indoor conditions and meet the cooling load. TAG GRILLE AND LOUVER SCHEDULE SUPPLY: PO Square Ceiling Diffuser, Round neck, T -bar frame type 3, 24x24 face, Titus TMS. Square Ceiling Diffuser, Round neck, Surface frame type 1, 12x12 face, Titus TMS. • Not Used. RETURN /EXHAUST: O Standard fixed blade, Titus 350RL. O E Perforated face, T -bar frame type 3, 24x24 face, round or square neck, Titus PAR. O Not Used. GENERAL GRILLE NOTES: 1. All steel construction except as noted. 2. Standard whits finish except as noted. HVAC GENERAL NOTES 1. VERIFY site conditions. 2. THERMOSTAT LOCATIONS: Verify all wall mounted control locations with building owner /tenant. 3. CODES: Comply with all local & state governing codes, 4. COORDINATE ductwork and grille locations with lighting and other related trades with building owner /tenant approval. Verify clearances & ceiling elevations before installation. 5. DRAWINGS are schematic in some areas and may not show exact routing or every offset which may be required. Provide a complete & properly working system with all necessary items at no added cost in contract sum. 6. SEISMIC BRACING: Provide to meet local code requirements. Refer to the SMACNA standards. 7. EXHAUST FAN TERMINATION: Shall not be less than 3 feet from a' property line or openings into a building, e.g., operable windows and doors. 1997 UMC sec. 504.6. 8. TEST, ADJUST, & BALANCE: Provide proper system testing, adjusting, and balancing on both air and water according to NEBB & ASHRAE standards Use only technicians qualified & troined in TAB work. Work by NEBB certified firm. 9. OPERATION & MAINTENANCE BOOKLET: Provide 0 & M manual to owner. Include cut sheets on main equipment and controls, maintenance instructions, and marked up as built drawing. 10. WALK -THRU instruction: Provide on site walk -thru for customer to demonstrate operation of system and answer questions. 11. GUARANTEE: Contractor shall warrant the completed system from defects for one year from date of final start up. 12. ELECTRICAL: All equipment to have a positive means of disconnect adjacent to and in sight from equipment served. Provide a 120 volt' receptacle located within 25 feet of equipment for service & maintenance purposes (1997 UMC sec. 306). Line voltage work by others. 13. ROOFTOP UNITS ON CURBS: SEAL holes and cracks between duct and roof deck inside factory roof curb for noise co trol. A jm- s \ w (tit, ire UMC (,DS METAL ADJUSTABLE ELBOW SQUARE TO ROUND ADAPTER, AS NEEDED DIFFUSER 7 FLEX CLAMP FLEXIBLE DUCT CEILING TYPICAL CEILING O DIFFUSER HOOK -UP DETAIL SCALE: NONE DUCT NOTES 1. DUCT CONSTRUCTION and installation per latest SMACNA Standards and the UMC as required by the local code. Provide metal duct, except as noted. 2. BALANCING DAMPERS: Provide on all supply grille run out ducts up stream of grille. 3. DUCT INSULATION: Supply and return ducts: Within conditioned space = R -3.3; outside build. insulation envelope (attic) = R -7; in ground, in concrete = R -5.3; exposed in same cond. space served = none. Outside air duct in conditioned space: R -7 with vapor barrier. Exhaust duct inside build = none, in attic = R -4. Manville fiberglass duct wrap, type 75, FSK aluminum foil facing or equal. 2000 WSEC, table 14 -5 and 2000 WSVIAQC. 4. DUCT SEALING- GENERAL: 0 to 2" static pressure - seal all transverse joints on all ducts. Above 2" -seal seams & joints. Inside: DuroDyne "DSW -1 "gray, Ductmate "Proseal" gray. Outside: Polyurethane, Mameco Vulkem 116. OR approved equal. 5. TURN VANES: Provide single thickness turn vanes (see detail) in all major square duct elbows, tees, or turns with inside radius less than 3/4 duct width. Square branch duct taps shall be 45 degree type per SMACNA standard. 6. FLEX DUCT (Insulated): For grille run outs up to 6 ft. long, except as noted. Provide adjustable metal elbows on all turns, unless a smooth full radius turn is mode. Secure core with approved nylon or metal worm drive clamps. NO duct tape joints & screws allowed. 7. SOUND LINER: Provide sound lined metal supply & return ducts as shown on plans. Manville Permacote Linacoustic flexible fiberglass liner, with acrylic surface treatment or equal. Fabricate and install per duct liner standard of North American Insulation Manufacturer's Assoc. 8. FLEX CONNECTORS: Provide on all duct hook -ups to isolate air handling equipment. (Neoprene coated fiberglass fabric type) 9. DUCT SIZE CHANGES: Round galvanized ducts may be substituted for rectangular ducts that are NOT LINED. Provide circular equivalent of rectangular duct. Other equivalent rectangular duct sizes may be substituted to better fit space. SYSTEM DESCRIPTION Tenant improvement of Office space. Reuse existing 3 ton rooftop package gas - electric unit and add new 5 ton rooftop package gas - electric unit, complete with all ductwork and controls. New roof mount exhaust fan for restrooms. I understand that the = avail are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code cr ordinance. Receipt of con- tractor's copy of approved piens uckrt:iedged. By Date 7 /$/O -/ - Pertrrt No. t` lO2 SEPARATE PER1SIIT RE`5JIREO FOR: Ci E1ECHAN CAL rye, E CT iCAL PLUM E1:-:3 t: 3e GAS Malt` CITY OF TUKVVILA REMSO SW IL 5E. HVAC LEGEND Symbol Abbrev. Description Supply Duct Return /Exhaust Duct SL Soundlined Duct VD Volume Damper FC Flex Connector TV Turning Vanes End Cap 5 Supply Grille. ceiling M Makeup Grille R Return Grille. ceiling Exhaust Grille. ceiling Sidewall Supply /Makeup Sidewall Return /Exhaust AT Air Transfer BS Bird Screen OSA Outside Air AFF Above finished floor z -I - GRILLE CALL OUT LEGEND Neck Size (Inches) Grille Tag O8 /6 Square or Rectangular �� A 140 Air Quantity (GPM) O8 - Neck Size llnchesl Grille Tag A 140 Round Air Quantity (CFM) Air Pattern indicated by arrows for ceiling grilles. No arrows Indicate four way pattern. DUCT CALL OUT LEGEND 14/10 -1 m . out side duc si given. Number fter dash ?is liner thict ze s knes Iie.I. 14/10 - Metal duct 'size. 14/10 DB 14 - Round metal duct. 14DB • Round ductboard. inside dimension. Add 2' for outside dimension (1' wall). Flex duct. insulated. Inside dimension. • Change in duct size. �- - 1 1/2 HR. 'UL' Dynamic Fire Damper. UL 555. Ruskin DIBD2 or equal. 'UL' Ceiling Fire Damper for up to 3 hr. rating. UL 555C. Ruskin CFD or equal. • 1 1/2 HR. 'UL' Combination Fire -Smoke Damper with 115 volt connection to smoke detection system. Class II. 250F. UL 555 & UL 5555. Ruskin FSD36 or equal. (Example call -out shownY • Ductboard nominal inside dimension. Add 2' to size for outside dimension (1' wall). - 1 HR. 'AL' Corridor Combination Fire -Smoke Damper with 115 volt connection to smoke detection system. Class II. 250F. UL 555 & UL 555S. Ruskin F5036 -C or equal. �S - Smoke Damper. 'UL' rated. with 115 volt connection to smoke detection system. Class II. 250F. UL 5555. Ruskin SD36 or equal. a G • 1 1/2 HR. 'UL' Combination Fire -Smoke Damper with grille access and 115 volt connection to smoke detection system. Class I. 250F. UL 555 & UL 5555. Ruskin FSD6OFA or equal. NOTE: All fire /smoke dampers to be installed per manufacturer's 'UL' instructions and shall have permanently labeled access door per 1987 UMC sec. 605.5. AIR QUALITY AND ENERGY CODE These plans comply with the 2000 Washington State Ventilation and Indoor Air Quality Code and the 2000 Washington State Energy Code. RECEIVED CITY OF TUKWIIA JUN 2 0 2002 P'eRMR CENTER MO2 -` 3/ ILL! w Z_ 5 a Z U W V L 0 a_ d) d) 6) d) Q II Q 3 d) 0 cc) (6 d) 0) 4) JOB NO. 20405 SHEET Mi 20 "0 SUPPLY & RETURN DN TO T -BAR CEILING - �1 16 "0 SUPPLY & RETURN DN TO T -BAR CEILING Aft 50 LBS V I TELE. Ic 0 MIN. 10 FT SEPARATION BETWEEN EXHAUST FAN AND OUTSIDE AIR INTAKE ON ROOFTOP UNIT. OFC. i I ji 110 NO TURNVANES GRILLE O RELIEF AIR DETAIL SCALE: NONE l AC -1 1 18/18 - 11, MIN 6 OF LINED DUCT RECEPTION 1_ 41 r- - -- WAREHOUSE F 2FIT T -BAR CEILING 700 LBS 20/20 -1, IN 6FT OF LINED DUCT MET RELOCATE EXISTING UNIT AND CONVERT TO DOWNFLOW. PROVIDE NEW ROOF CURB. L / BD 1" LINED METAL TO MATCH GRILL NECK Er LEL. ROOF LEVEL HVAC PLAN SCALE: 1/8' =1' -0' firft RIGID INSULATION /l (BY O MATERIAL HERS) CANT STRIP ROOFING ROOFTOP UNIT O STANDARD CURB DETAIL SCALE NONE lY) (r) 20 "0 SUPPLY & RETURN UP TO ROOF LEVEL 16 "0 SUPPLY & RETURN UP TO ROOF LEVEL ROOF DECK CAULK ALL CRACKS THRU ROOF DECK (NOISE CONTROL) FILLER WOOD NAILER FACTORY ROOF CURB BACKDRAFT DAMPER O ROOF EXHAUST FAN DETAIL SCALE: NONE 6 J ®90® l,iJ OFFICE HVAC PLAN SCALE: 1/8' =1-0' j12 • 12 90 6 2 ROOF DECK + UC 0 22/22 EXHAUST FAN GASKET ROOFING, FLASHING AND COUNTER FLASHING BY OTHERS. DUCT TRANSITION AS REQUIRED. < 5) 1 BD 1 22/22 -1 ELBOW ON GRILLE OPEN TO WAREHOUSE FOR ECONOMIZER RELIEF, 1500 CFM. LEGEND +0c UNDERCUT DOOR 3/4" LL - tWz � 3E - 2 2002 .47,M LA OP TUKwI,a JUN 2 0 2002 PERMIT CENTER 3) z_ J z CC LL n 0 \ Q 0 0 JOB NO. 20405 SHEET M2 24' -O" (N) MECH. UNIT BY OTHERS CUT (N) OPENING IN ROOF PLYWD. AS REOD. (E) GLB PER PLAN SECTION A -1 (N) CURB BY OTHERS ATTACHMENT TO ROOF PER MEWS RECOMMENDATIONS MIN. 4- 10d NAILS 0 x4 SNFFP ®YWOO� & W N) 4x BEAMSPER PLAN SIM PSON HANGERS PER PLW 24 -0" PARTIAL FRAMING PLAN SECTION B -1 JUN 2 0 2002 In W z Z EL W Y 0 < a • Z • u) CL z 0 ( Z CO w aQ N ` W ' N J U_ Z 2 U W JOB NO: 02000047 ENGINEER: T DRAWN: B. PATEL DATE: 6 -18 -02 SHEET NO: S 1 SEGALE733- S1- PFP -96