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HomeMy WebLinkAboutPermit M98-0221 - XEROX022 ( City of Tukwila Permit No: M98 -0221 Type: B -MECH Category: NRES Address: 505 STRANDER BL Location: Parcel #: 022320 -0061 Contractor License No: SEAAII *206J0 TENANT XEROX 505 STRANDER BL, TUKWILA WA 98188 OWNER WOLVERINE PROPERTIES C/O ANDOVER CO, 415 BAKER BLVD STE 200, CONTRACTOR SEA AIRE INCORPORATED 906 INDUSTRY DR, TUKWILA, WA 98188 CONTACT DAVE ANDRINGA 906 INDUSTRY DR, TUKWILA WA 98188 MECHANICAL PERMIT LT (206) 431 -3674 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98184 CHANGE OUT (1) 3 TON ROOFTOP TRANE GAS PACK FOR. ANOTHER TRANE 3 TON GAS PACK AND CHANGE OUT (1) 5. TON".hOOF'TOP TRANE GAS PAK FOR ANOTHER TRANE 5 TON. GAS PAK: UMC Edition: 1997_ Valuation: Total Permit Fee: Status: ISSUED Issued: 01/22/1999 Expires: 07/21/1999 TUKWILA WA 98188 Phone: 206 575 -8051 Phone: 206 - 575 -8051 *• k*• k****•*********k**• k******* k***• k*****• kk* k***** * * * * * * ** * **•k * * *•k * ** *** *k * *•k* Permit Description: 500.00 63.63 * ** *•k *•k *•k * * *k *•k. * * * * * * * * ** k******44it****** ih*** * *•k * * * * *k * * *k * * *' * ** * * * * * *** Permit..Cente Uthorized Signature Date 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 permit: Signature:a- V-0 r Date: /"d. - Print Name: - i4u� �ru02 .►yZ�g. Title: :��es / 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. 4 Project Name/Tenant: \6f S / cc Description of work to be done: C µ,ry t a „r ( r ) 3 t' - 'c ot= 4up '7/LA n -e, Gas f A J� e„ /an al Gar 1 1rct.aR _3 'TCr Gn5 Pk k l.Lyui elncn, •r n.,:' S Toe /ta�F N 'Tram' G &. ar An ,- ' 7i cW.( 5 rill. Gus Value of Construction: •P 75 Site Address: S' ©S STRAn0',2 66 '.13 City State/Zip: Tu kw:LA (4* c qt r8 Tax Parcel Number: D a.3 :Po - 00 & / Property Owner: -r 41 /4Pt,Sc:..; e.,,,M /)A.0 r' Phone: - Y,Zoc. Street Address: L//S 8 /3 tvc( City State /Zip: tt Jet.: • Iu kw'CA -w4- TPIPP Fax #: -7 VY- n Ylv Contact Person: _. 4 ��o 4 Noescr1 City /State /Zip: Phone: aVV-y_c: Street Address: City State /Zip: Fax #: Contractor: Phone: Street Addres , Z71c(4s7'.c, 4,),e_ City State /Zip: K1..4c..q (4 'j'(i5 ' Fax #: S 7�'ti _ Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) , Description of work to be done: C µ,ry t a „r ( r ) 3 t' - 'c ot= 4up '7/LA n -e, Gas f A J� e„ /an al Gar 1 1rct.aR _3 'TCr Gn5 Pk k l.Lyui elncn, •r n.,:' S Toe /ta�F N 'Tram' G &. ar An ,- ' 7i cW.( 5 rill. Gus Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and stora a location on se crate 8 1/2 X 11 a er indicatin uantitie s & Material Safet,Da Sheets 71 Above Ground Tanks Antennas /Satellite Dishes Bulkhead /Docks Ll Commercial Reroof El Demolition ❑ Fence 71 Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls Cl Temporary Pedestrian Protection /Exit Systems El Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby Miscellaneous Permit Application ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation El Storm Drainage ❑ Water Meter /Exempt # El Water Meter /Permanent # ❑ Water Meter Temp # El Miscellaneous WATER METER DEPOSIT /REFUND BILLING: Name: Address: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /(1 MISCPMT.DOC 7/11/96 CITY OF T "KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANTREQUEST.FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s). El Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq ft grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load /Hauling Date application expires: FO: STAFF USE ONLY Project Number: Permit Number: /''! 9 6' 4' Wi Phone: City /State /Zip: Applicat l*: (I als) BUILDING OWNER OR AUTHORIZED AGENT: SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 s Signature: i7 � s l �,,.ti�.., Date 11- I o `l 8 0 Print name: !7. fl yr iii,jDR/,JG. Phone6200 .,s'9-1 El Fax it zS - o °S 3 Address: 9' -T„d( ✓tro.' (Le. City /Stale /Zip: 7 -i4 9 8108 0 0 SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW Submit checklist No: M =9 0 Antennas /Satellite Dishes Submit checklist No: M -1 0 Awnings /Canopies - No signage Commercial Tenant Improvement Permit El Bulkhead/Dock Submit checklist . No: M -10 ri Commercial Reroof Submit checklist No: M -6 0 Demolition. Submit checklist No: M -3, M -3a 0 Fences - Over 6 feet in Height Submit checklist No: M -9 0 Land Altering/Grading/Preloads Submit checklist No: M - fJ Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 I Mechanical (Residential & Commercial) Submit checklist No. M-8, Residential only - H -6, H -16 Submit checklist No H -9 0 Miscellaneous Public Works Permits El Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M - 5 in Moving Oversized Load /Hauling Submit checklist No: M -5 El Parking Lots Submit checklist No: M -4 in Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 El Retaining Walls - Over 4 feet in height Submit checklist No: M -1 El Temporary. Facilities Submit checklist - No: M -7 El Temporary Pedestrian Protection/Exit Systems Submit checklist No: M - 4 0 Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOUS P. IT APPLICATIONS MUST BE SUB TED WITH THE FOLLOWING: ➢ ALLa SHALL BE AT A LEGIBLE'SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered 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 ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 . ...�.. �; �. CITY OF TUKWILA Address: 505 STRANDER BL. Permit No: M93-0221 Suite: Tenant: XEROX Status: ISSUED Type: B-MECH Applied: 11/10/1998 Parge1.4: 022320-0061 Issued: 01/22/1999 * Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and theTOKW1la Building Division. ... All permits, inspection plans shall be available at the job.:f.sjte,4rfOr 'tO any con- struction, Thesed6O6Ments to he maintained and avail- able until finaljnspe0,onapproVaj is granted All construction to be done In,conformancith a0Or plans and r.e.461remellts,6f the Uniform Bu1idfilg..code-47 Edition)*S.'amendedUniform and WaspIndton S'tAte Energy Code (1997 Edition) . 4. Validiy:,of Oermit. isSilance_of a permitorprovaof plansisPecificattons, an;dcomputWons shall not ,06.Cp0- struedto,:be a per'mit fot-, or an approval of, any vi of anY:of'the provision: of tne.:buildinq code or',of other ibrstinane of the jurisdiction, No permit presumfno to oiveauthorStv viOlate.ocancei the provistonsof thi . codeshall be val 5. MANUFACTURERS ,' INSTALLATION, ;INSTRUCTIONS_REOUIRED ON SITE FOR THE BUILDING INSPECTORS REVIEW. , - 6. PlUmbinci permits shallba through the Seatele County .Department of Public Health. Plumbing will bes"' ihkOoted'bYihat InCluOngallgas piping ,: - - - , 7. ElecXric-a,1,,permits shall be obtained.'tiii-oUgh Wa'shIngtonq StateDiVislon',of Labor and IndustrreSand,a),4 eleCtO4l b e by that ageridy 8. Readily.,actessible access to roof inounted 00PMent is requir00, . . .. .. '., -.; ..? .. , .,. , f■: , : . .....'•,';',. ,... . g( ' • ..! '''::::;'; ..,:•:'.. ', '''''''.'''I''''''.1,. '././';'''T.';' '; . .,:' ;i'.. ii• ■:',`°:; . • %? ' ' ' ''. ' ;': . ;:',: :, 1•.. • ''.:; . '; , ;;T: • : .„. 7 ,,. .„ . „ . ., • PLA ACTIVITY NUMBER: PROJECT NAME: XEROX Original Plan Submittal Response to Correction Letter # 1 M98 -0221 DATE: 1 -8 -99 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Bu ( ing Division 1 4q Public Wor s Nv Fire � /90e /--/ a «--- Struc kk DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete Comments: TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) Approved \PR•ROUTE,DOC 6/98 Approved C Please Route Approved with Condition CORRECTION DETERMINATION: Approved with Conditions 0 REVIEWERS INITIALS: REVIEWERS INITIALS: TINLIP Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Planning Divisio Permit Coordinator DUE DATE: 1 - 12 - 99 Not Applicable No further Review Required DATE: DUE DATE: 2 Not Approved (attach comments) DATE: DUE DATE. Not Approved (attach comments) C REVIEWERS INITIALS. DATE: The Madison CO. Fax : 206-244-0246 Nov 16 '98 15:36 P.03 C CITY OF TUKWIL.A Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE; /' 8 9? PLAN CHECK/PERMIT NUMBER: 1 0ZZ1 PROJECT NAME* PROJECT ADDRESS: CONTACT PERSON: E: 43o !o, S 95 U S / DA LiF A,JOR «66A- -- 5E 4-R tre c _ REVISION REVISION SUMMARY: fho. rDea S f rua -v L aF�bP Nya t un,'T' I� /e [�l /� /add Glda L Pvr /sr S 4 J C Cm/ porgy - + Lt. s- SHEET NUMBERS) "Cloud" or highlight all areas of revisions and date revisions. Ciry eCeIVE aF ru, v t4. i )Ii o .t�9g SUBMITTED TO: 811 ACTIVITY NUMBER: M98 -0221 DATE: 11 -10 -98 PROJECT NAME: XEROX _XX_ Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division u c or s it( ` C Complete E Comments: PLA REVI WROUTIMLIP � DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete TUES /THURS ROUTING: Please Route C NO Fi a Preve tion Planning Division tructura ❑ Permit Coordinator a 4 Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) 1PR•ROUTE.DOC 6/98 Oiovvedici Ckv WI- H- « --its REVIEWERS INITIALS. CORRECTION DETERMINATION: Response to Incomplete Letter Revision # After Permit Is Issued DUE DATE: 11 -12 -98 Not Applicable No further Review Required REVIEWERS INITIALS. DATE: DUE DATE: 12-10 -98 Approved El Approved with Conditions n Not Ap_roved (attach comments) C DATE: DUE DATE: Approved LI Approved with Conditions Li Not Approved (attach comments) C REVIEWERS INITIALS. DATE: Pr � . t: / Type o spection: i / Andress: Date calle•: Special p ., ecial instructions: �—, r" 1 1\1�, �i Date 3 / I 0 p.m. Re4ster: Y Ph one c- r'o 5 i F INSPECTION RECO Retain a copy with pe ,rt .. INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. COMMENTS: PERMIT NO. (206)431 -3670 Oa 70 Corrections required prior to approval. $47. REINSPECTION FEE REQUIRED. Prior to ins ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: r"t- ipe y. / (n,/ r C_ �_t� - �C-. (' /t. � r AJor , q 1 -kv.i 0 e c "s i) , „(lr�/V4 S sag.// /7 7/,4b Ay "g) xe. (5(( - g P /1-1,14& o f zcyv r .6 ,c.ro j=Nas7 - ro Air .T7 © ( PC✓6 'r t_ C -L 3-, n.c Du Cr - /17,e e4-4/ 23i ,4e A-4( 12,Pe /,A_7'41C. '04,/∎, , e, 6 /X - 6 p4CM A 04u. 49 ir Jz. ca 4V- 6,7? Project: Y c'x Type o Inspection: -, n SU es Sid cu-�t /l Date called: /qq Special instructions: ( reel- f P ,,,,,,,, 00641 ci „ ) Date v+�a ted: a.m. Requ t r VP Phone: 5 a r 7057 E Approved per applicable codes. r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION REC t”' Retain a copy with p ,,hit PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ri na �w,w ';+f r 'c amv7sz'.177P gtr.v? • vtztns�c• ;t �*!�r�a.r:r+?I•r ; Account Code 000/345.030 . 000 /322.100 * * *A A•*. A******* A** h*4** kh*h.*4• A.. k •4 .4 **•4.4* *•h.4*.•.t.4.4 ** ** :;3:•TY OF TUKWILA. WA TE:dIIN;iMIT 74 *.A.A * *** * * ** *,,k * * * ** * ** *•.Ake *** k**** h * ** * *A***. *A•�r * *4 ***•A * ***A :k *:4* TRANSMIT Nmmber« R9000007 Amaurt« 63.6 01/19/99 12«;iG Payment Methods 3250E3 Wotati.on« .SEA AIRS [►pit: TKF Permit No.: M93• -0221 Type. f37.MECI•I MECHANICAL PERMIT Parcel No: 022320_.0061 3i•te Address: 505 STRANDER !3! Total Flees; ( #•. ( 3 This PEtyment. 60.63 Tcltal ALL Pmts: 63. ,i3a1anm « e00. k****** A**************A**** 4,****** A* . * *tA * ** ** * **** *rA * * * * * * * * * * * ** Description Amount PLAN CHICK — .NONRE5 9.'.7 MECHANICAL •- NONRESS �t?�,1 • 2 -25 -1999 12:ddPM FROM RUPERT ENGINEERING 206 939 2168 P.2 Elap 8fra U Un D fl13i) /W/g..-° // CONSUI TING FNaiNEEPS /CIVIL AND STRUCTURAL 505 Strander Blvd Tukwila, WA FOR SEAAIRE, Inc. 946 Industry Drive Tukwila, WA 98188 January 1999 /''i CC2►ssrs� REI # 9013 1519 Wert Valley Highway NorthlSuito 101 Port Ot■rn `4 x fi$6 /A burl i, WA OW.)11 2t.) . :8f31 - /Y /c; Fax 253.93041eft STRUCTURAL DESIGN. CALCULATIONS OF HVAC Support Beams j ot, 2 -25 -1999 12:415PM FROM RUPERT ENGINEERING 2 06 939 2168 CONSULTING ENGINEERS AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office BoX 636/Aubum,WA 93071 233433.7776 Fax 253.939.2168 - Uepr j9r» ti e ,/ tNittstie Tow JOB 10 S S /Q,�ink rt & 2.g swan NO E4tAitl '[ OF 2- CALCULATED BY• � — DATE 1Y CHECKED BY DATE SCALE itiedo P. d 611 "k_ - • G Cd -tiau 4x if v 4x L-ours... pit t. 2 -25 -1999 12:45PM RUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833.7776 Fax: (253) 939-2168 L . Timber Beam & Joist Page 1 1 LGeneral Information Description : [ imber Member Information Timber Section 4x14 Beam Width in 3.500 Beam Depth in 13.250 Le: Unbraced Length It 20.00 Fb - Basic Mow psi 1,000.0 Fe - Basic Allow psi 96.0 Elastic Modulus ksi 1,700.0 Load Duration Factor 1.000 Member Type Sawn Center Span Data Span It 20.00 Dead Load #/ft 100.00 Live Load OM Point #1 DL lbs 220.00 LL lbs 150.00 6 X ft 7.000 Point 02 DL lbs 166.00 LL lbs 150.00 6 X ft 13.000 Results Mmax a Center in-k 88.79 6 X = ft 9.84 Mmax ® Cantilever in-k 0.00 fb : Actual psi 867.0 Fb : Allowable psi 975.2 Bending OK Iv : Actual psi 40.3 Fv : Allowable psi 96.0 Shear OK [Reactions Dead Load ® Left lea Live Load O Left lbs Dead Load 6 Right lbs Live Load 6 Right lbs Deflections Structural Suppport of IIVAC Unit at 505 Strander Blvd; Tukwila , WA Center DL Deft L/Defl Ratio Center LL Defl Weft Ratio Center Total Dell Location UDefl Ratio in in It FROM RUPERT ENGINEERING 206 939 2168 P.3 1,200.75 150.00 1,184,25 150.00 -0.387 6052 -0.066 3,647.1 -0.462 10.000 519.1 Sawn Title : Dsgnr. Description : Scope : Job* Date: 10:38PM, 26 JAN 99 OSkr 4 , - x t L I LIOQ4U0 rZ+-1, As SAN mEntekft4 1 I 111/28/00 07:23 FAX 2007027303 MECHANICAL. SALES Model IVSI Positive Pressure Venting Systems !deal fn► discharging exllansl gases and ftcntes(roar boilers, beaters, ovens, engines, turbines and kitchen appliances hitATe f J002/01.3 PIPE I.D. ALL All All 'A' '5' 'C' 'D _ E O m O N< •D m en N N N N O f r V � 07.50 10.54 25.50 13.00 07,76 .11.13 26.75 19.00 C8.25 11.75 28.25 20.40 08.76 12.25 29,75 21,00 09,00 13.00 31,00 22.00 09,50 13.60 32.60 23.00 10.00 14.00 34,00 24.00 10,25 14,75 35.25 26.00 10.75 15.25 38,75 27,00 11,25 15.75 39,25 2860 11.60 18.50 39,50 29.00 12.00 17.00 41.00 30.00 12.60 17.50 42.50 31.00 12.75 18.26 43,75 32.00 13.25 18,75 4526 33.00 13,16 19.25 46.60 34.00 15.00 21.0 51.00 31.00 15.25 22.75 5525 40.00 01/28;00 _ 07:27 FAX 2667027303 .�. _. _....._..__., ....... 3 iFCHANIrk1. , BALES This part Is used to change the direction of the stack by 30 degrees. Flow resistance factor: K = .12 Parts include: 1.30 Elbow 1•Contairunent Band Set "A" 45 - Part No. 60, 45EB This part Is used to change direction of the stack by 45 degrees. Flow resistance factor: K = .15 Note: Each illustration shows - two joined 45° dhows Nozzle; Section - FO No. 6ik . Used for exhaust sampling. On grease duct applications allows access for automatic wash down, fire detection and fire prevention equipment. Flow resistance factor: K= .40 L L = pipe length in feet = pipe diameter in inches Parts Include: 1. Nozzle Section 1. Containment and Set v Parts include: 145' Elbow 1-Containment Band Set "C" 12 Pipe I. D. �c 9 - ; I 1" NPT Nipple k= II I ■ II 18" till 008 ;013 ALL TML ~ " ' 06.25 00.25 2100 06.60 06.50 24,00 06.75 08.75 25,00 07.00 07.00 2900 07.25 07.25 27.00 07.50 07.50 26,00 07.75 07.75 29,00 08.00 09.00 30.05 08.25 08.25 31.00 08.50 08.50 32.00 08.75 00.16 33.00 09.00 09.00 34,00 09.50 0950 35.00 09,75 09,75 36,00 10,00 10.00 37.00 10.25 10.25 38.00 11.00 11.00 41.00 11.75 11.76 44.00 ID. 11 "4nd 4" r d2' 'A A " "0' "A" 6 07.26 15.75 20.75 23,00 28,00 8 07.75 18.25 23.25 26.01 30.75 10 00.00 20.50 25.50 22.75 33.75 12 08.50 23.00 26.00 31.50 36.60 14 09.00 25.50 30,50 342 39.25 16 09,25 27.75 32.75 37,25 42,25 18 09.75 30,25 35.25 40.00 45.03 20 10.25 32.75 37,75 42.75 47.75 22 10,60 35,00 40.00 45.60 60,60 24 11.00 37.50 42.50 48,50 53.50 28 11.25 40.00 45.00 51.25 66.25 28 11.75 42.25 47.25 64.00 59.00 30 12.25 44.75 49.76 57.00 62.00 32 12.60 47.25 22.25 59,75 64.75 34 13.00 49,50 54,60 62.50 67.50 36 13.60 52.00 67.00 85.50 70.60 42 14.76 50.25 64.25 74,00 79.00 48 16,00 66,50 71.60 82.50 87.50 PIPE 1.0. 1 " and 2" 4" "6" "A" "0' "A" 6 7,25 09.00 9.25 1140 8 8.75 10.00 10.75 12.00 10 10.00 11.00 12.00 13.00 12 11.50 12,00 13.50 14,00 14 13.00 13,00 15.00 15.00 18 14.25 14.00 16.25 16,00 18 15.75 15,00 17.75 17.00 23 17.25 16.00 19.25 18,00 22 18.50 17.00 20.60 19.00 24 20.00 12.00 22.00 20,00 28 21.50 19.00 23.50 21.00 28 22.75 20.00 24.75 22.00 30 24.26 21,00 28.25 23.00 32 25.50 22.00 27.60 24.00 34 27.00 23.00 29.00 25.00 36 28.50 24.00 30.50 26.00 42 32.75 27.00 34.76 29.00 48 37,00 30.00 39.00 32.00 PIPE ID. AL!. Att. "A" "8" "C" 6 05.75 03.00 22.25 8 05.75 03.00 22.75 10 06.00 03.00 23.25 12 06.00 03,25 23.75 14 06,25 03.26 24.25 16 06.25 03,25 24.75 10 05.50 03.25 25,25 20 06.60 03.50 25.75 22 06.75 03,50 26.25 24 08.75 03.50 2 TO 26 07.00 03.50 27.50 28 07.00 03.75 28.00 30 07.25 03.76 23.50 32 0 /.50 03.75 23.00 34 07.50 04.00 20.50 36 07.75 04.00 30.00 42 1.9.03 04.25 31.50 . 48 D0.00 04,50 33,00 nii28'911 07: 27 1=AX 2007627:M.9 RECHANi .A /I Hfr•r r s� ... .. .. .__.........,. w,...... CAL, SALES This component is for Joining two systems together with a minimum resistance to flow. Must specify branch diameter if different than body diameter. Flow resistance factor: K = .50 Parts include: 1.90 Drain Wye 2. Containment Band Sets 907 . Wye - Fart liro. �x91i2 Used for joining two systems together or to provide clean outs at 90' turns with a minimum resistance to flow. Flow resistance factor: K = 0.6 Parts includes 1.90 Wye 2•Containmem Band Sets 15 EThow - Pest Na' 6z15EB This component 15 used to change direction of the stack by 15 degrees. Flow resistance factor. Kr. .06 Parts include: 1.75° Elbow 1.Containment and Set Brach I.D. / 6" to 48" .4 / 1 Pf.pc 1 i " C " .spauusl °a .,J•o [2] n117; 613 PIPE I.O. ALL 1 " end r 4" 1 " *id 2' 4" or " " " " 8 07.25 16.75 20.75 23,00 2800 8 07.75 18.25 23,25 28.60 30.75 10 05.00 20.50 25.50 28,75 33.75 12 08,50 23.00 26.00 31.50 36.50 14 09.00 25,50 30,50 34.25 39.25 16 09,26 27.75 32.75 37.25 42,25 18 09.75 30,25 35,25 40.00 45.00 20 10.26 32.75 37.75 42.75 47.75 22 10,60 35.00 40,00 45.50 50.60 24 11.00 37.50 42.50 46.50 53,50 26 11.25 40.00 45.00 51.25 58.25 28 1135 42,26 47.25 6440 59.00 30 12.25 44.75 49.75 57.00 52.00 32 12.50 47.25 52.25 59,75 64.75 34 13.00 49.50 54.50 62,50 6740 36 13.60 62.00 57.00 65.50 70,60 42 14,75 59.25 54,25 7400 79.00 48 16.00 68,50 71.50 82,50 87,50 PIPE I.C. 1" and 2" 4" "E" "A" "8' "A" 6 7,25 09.00 946 11.00 8 8,75 10.00 10.75 12.00 10 10.00 11.00 12,00 13,00 12 11.50 12.00 13.50 14,00 14 1100 13,00 15,00 15.00 16 14.25 14,00 16.25 16,00 18 16.75 15.00 17.75 17.00 20 17.25 16.00 19.25 18.00 22 18,50 17.00 20.50 19.00 24 20.00 18.00 22.00 20,00 28 21.50 19.00 23.50 21.00 28 22.76 20.00 24.75 2240 30 24.26 21.00 28,25 23.00 32 25.50 22 00 27,50 24.00 34 27.00 23.00 29,00 25.00 36 28,50 24.00 30.50 2640 42 32.75 27.00 34.75 29.07 48 37.00 30.00 39.00 32.03 PIPE W. Alt ALL " " " 6 05.75 03.00 22.25 0 05.75 03.00 22.75 10 06,00 0103 23.25 12 06.00 03.25 23.75 14 06,25 03.25 24.25 15 06.25 03,25 34.75 18 0640 03.25 25,26 20 09,60 03.50 25.75 22 06,75 03.50 26.25 24 06.75 03.50 27,00 25 07.00 03.50 27.50 28 07.00 03.75 28,00 30 07.25 03.75 28.80 32 07.50 03.75 2'3,00 34 07.50 04,00 29.60 36 01.75 ' 04.00 30.0C 42 1.4.03 04,25 31.50 48 0,,60 04.50 33.00 1 1/28.'PO n7 27 FAX 2 (1(376: 03 • �v �.' ""r" i 3 MECHANICAL. SALES This component is for joining two systems together with a minimtun resistance to flow. Must specify branch diameter if different than body diameter. Plow resistance factor: K = .50 Parts include: 1.90 Drain Wye 2•Contalnnrent Band Sets 90°.Wye - Parrtto: 6x90}'' Branch LD. ./ 6" to 48" 4 / Used for joining two systems together or to provide clean outs at 90' turns with a minimum resistance to flow. Flow resistance factor: K = 0.6 Parts include: 1.90 Wye 22Containruent Band Sets This component is used to change direction of the stack by 15 degrees. Flow resistance factor Kr. .06 Puts include: 1.15 Elbow 1.Cantsirunent Band Set 15 ° :'Elbow Part Na' 6xJSEB Ptpc 1.D. 1 "C" J�tt)NUar 1.a. "J c. l 1n07;613 Model IVSI Product Information Chart. • 01:28%00 07:24 FAX 2 Description tlppiiicatzsins Fuel Types Exhaust—Pressure Exhaust Temp. Listings Diameters Materials Insulation Clearances to Combustibles (Unenclosed Chimney) Clearances:':,. ;:: . to $ Qif.COII1V�f5Uble5. . Commercial/Industrial Air Distribution Systems w•IP: LP; Natural Gas; 4..2, #4`, #5'& or 46' Fuel Oil; Wood*, Grease Vapors; Caustic Fumes" (*Recommend 316 Stainless Steel Containment) Inner; .035' 20 ga 304SS Standard (Optional .035" 20 ga 316SS Available) . ;x000 Double wall either 1", 2" or 4" material insulated • Bailer and Breeching Sy'stcnis, ngine/Iurbiiie Exriaiists; Grease /Oven Exhausts, Air/Particle Contatnnurenc;^..: 2 „ 2 „ Positive, i■etitial or Negative'`'. 1000 °F Continuous, 1400 ° F Intermittent 1400 "P Continuous, 1800 °F Intermittent Grease Duct 500 °F Continuous, 200D'F Intermittent 6" through ' 48" ' • . Eleven pound Fiber Insulation of 1" 2" or 4" thickness' Outer: • .025" 24 ga Aluminized Steel 6" to 24" • .034" 20 ga Aluminized Steel 26" to 48" (Optional 304 or 316SS available) 5 ' „ 1 2" 1/2" • 1 „ 157.1 X" 1VSI.2" & IVSI -4" — ` r 0 ,wc nuciJ •Du, •' 1000'F : ' , 14047 blEASEDIXT .'. 3 � " 4t " 1$ '" 1 ": • 20" 3" 5" 4" 20" 1 1/2" 4" 2" 220 3 d .. y„ 51i • • . 2 2 " '2 :,•.:.,. ? 4" 80 50 z4" 2" 6., 3" 1 n t 28" 5" 11 „ G„ 2 8", 3„ yy9" 4„ ' 30" 5 .. 12" • . .'7" 3 Q 11 y, +'.. ..' J,bn t 1 Tll 5ry 1,t i .. 32" 50 140 +1 32'f 4 ,, . 1.2" 5" � 6 "' 1 11 'y ,. ., ,f .. ,i , 1 3i ..... 5 8 34 . 5 .:..• ... . ... ; :6 ' .:::_ i 36' 6" 16" 8 " 36" 5 "' 15" 6 " 42" . .. 14k , . 16 10 4 2 . 12 ..rt - =.: ' : Y 48" 14" 16" 11" 48" 12" —:15" 9" 1�2 re • Hired to proper ' t 4 ''• q allow fbr inst atioti all aii�tenul �e:• y3004:013 4 :013 Cr1 2 07:28 FA1 209702 Used to transition to a flangekss appliance. Parts include: 1•Slip Joint 1 •Containment Band Set Flow resLs factor: K = Same'as pi This part is used when a change in pipe diameter Is required. A stepped increaser also maintains a low flow resistance, Parts include: 1•Stepped Increaser 1•Contatnmeat Band (Large ncuneter) ' Band (Small Diameter) 1.OuterJacket Set ' State smaller size. Framing dimensions: NS1.1: I.D. 4 - 12" IVS1.2 :1.0. + 14" IVSI4: I.D. + 18" • Flashing Plate dimensions: NSI 1: I.D. + 21" 1VS1.2:1.O. + 23" IVSI4: I.D, + 27" Note; Thimble exten4s 6' into/laslring of SPA. 14'1 Penetration 4ssy. -• I'ar;No. ExPA Used where stack passes through a combustible surface. Not load batting. Available in ID. sizes from 6" to 48 ". Prue include: 1- Penetration'lhimble 1•PA Flashing 1•PA Storm Collar 0.0 4 1/2 _ '-" 1 * 21.1.4:4. 14 Flatting Plate' of MECHANICAL. SALES k Pipe I.D. Larger diameter mates with 8'' to 48" Smaller diameter mates with 6" to 42" Typical Assembly R oof support Assy. ParfNo.6x'RSa This component is used to penetrate root structure and to provide support of pipe. Available in I.D. sizes from 6" to 48 ". Parts include: 1- Penetration Thimble 1•PA Flashing 1•PA Storm Collar 2•BollerAdapters Framing dimensions: NSI.1: I,D. + 12" IVS1- 2:1.D. + 14" IVS14: I.D. + 18" • Plashing Plate dimensions: NSI.1: I.D. + 21" 1 :1.0. + 23" IVSI4* I.D. + 27" Note: Thimble extends 6" into Jtasbing of SPA. 6 ' 50 I~ PluQtlrtu Plate• *1 - *Load nearing 7 r /x' Boller Adapters a• ∎�w 1 &Nu..v s ----�« OD, +G' RrJOt)Pr013 z 1j,.. �i'Z- t4 MATERIAL AND CHNSTRUCTI[10 SAME AS VSI—II CHIMNEY SECTION. / MALT Mat Ze PIPE i . D . 6 8 t0 12 14 16 18 20 22 24 26 28 3D 32 34 36 38 42 48 52 64 1A" 1 '8n 10 11 12 13 14 15 16 17 18 19 20 21 .22 23 24 25 26 28 31 33 37 10.83 11.83 12.83 13.83 .14.83 - 15:83 16.83 17.83 18.83 19.83 20.83 21.83 22.83 23.83 24.03 25.83 25.83 28.03 31.83 33.83 37.83 1 ANEW MAL UDPC"►S O. A eliinti gra MMUS VSI —17 DEUBLE WALL 90 DEGREE ELBOW (SE890 ) rtt PAM oaTE: 11- - vF 1 e . Na 01.28 07 :24 FAX 20071327303 1lEC.'HA'rIC'aL.SALES AMPCO IVSI - Easy to assemble Many exclusive features Fast, on site assembly. No need for welding or special toast AMPCO insulated elements simplify on site installation. Components ate joined together with a Containment Hand which is fitted over the butted flanges of the adjouting inner wall and bolted in place. No welding is necessary. A Closure Band Is then fitted over the outer wall and bolted in place. Hangers, Wall Supports and other accessories are just as easy to install. Apply a continuous bead of the proper sealant t0 one of die flanges to he joined. 2. Join the two flanged ends of the pipe section. together, Captive nut and bolt design. An AMPCO exclusive. Captive nuts and bolts allow easy installation without the risk of losing hardware - even while wearing gloves or in cold weather. Hardware is pre- ruled to the body of the band assemblies, and can be easily tightened. 4. Install flange band around flang voids and hot spots. Fill the channel of the flanged and with proper seal nt. AMPCO's patented spacers. A tighter fit and quieter operation. AMPCO's patented spacer separates the walls of the AMPCO positive pressure insulated components. These patented spacers virtually eliminate -.. insulation 4 Spacers strengthen stability and provide a stronger base for the closure band. This results in extra strength, tighter fit and quieter operation. Install Insulation strips to ensure all air gaps are filled. 2 003;013 Secure the outer casing with the Closure Band Check to make sure pieces are secure and air tight. AMPCO's sealants. A virtually leak free joint. A special heat resistant sealant must be used at the pipe joints when assembling. i MPCO's VS -600 silicone is used for temperatures up to 600'E .h1v1PCO's VS -2000 sealant should be used when. temperatures exceed 600'F. iISSt3? ENGINIEJV1NG C©. 19062 SE 320th St., Kent, WA 98042 (253) 630 -4530 Fax: (253) 630 -8151 Oct. 26, 1998 Dave Andringa SeaAire 946 Industry Drive Tukwila, WA 98188 Re: New FIVAC unit YC *060C 505 Strander Bldv., Tukwila, Washington Visser Engineering Project #98 -161 Dear Mr. Andringa: We have reviewed the information provided by you regarding a new rooftop HVAC unit at the above referenced site. Visser Engineering has determined that the roof structure needs an additional purlins as indicated on the attached sketch. The impact of the new unit to the building's main girders, foundation, and to the building's ability to resist seismic loads is nominal. Calculations are attached for the impacted purlins and girder. Please call if you have any questions regarding the foregoing. Sincerely, Mike Visser, P.E. Enclosure For SEA -AIRE STRUCTURAL CALCULATIONS Project 98 -161 NEW HVAC YC *060C 505 Strander Blvd., Tukwila, Washington Oct. 26, 1998 VISSER ENGINEERING CC. 19062 SE 320th St. Kent, WA 98042 (253) 630 -4530 Calculation Sheet Title: 4$ R4-r, To C. V 2 - { VISSEI? ENGINEERING CG. Project: Client: Date: Page: I112.J � � x 6(4)LAM Z2L ' 1 . 04* V4 06 V4 SiokPsor tk6OS / Ra rrt- Rvc Cesar -\ f0 (�ur ATr44.0 516- f ro 148-t-) CAA '5 us) stMf$0"1 R2.5 is Q - c4j Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 12 psf 12 psf 80 plf 0 plf 4 feet 0 feet Wall beginning 4 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: Reaction Location Reaction 12 feet 0 feet 0 feet Beam # Mech Beam # 0 Beam # 0 12 feet 0 feet 0 feet 350 pounds 0 pounds 0 pounds Allowable Stresses Unit Wei ' ht LDF = 1 LDF = 1.15 Modifiers Bending, Fb ( +) Bending, Fb ( +) Shear, Fv Elasticity, E 2,400 psi 2,400 psi 165 psi 1,800,000 psi 2,760 psi 2,760 psi 190 psi 1,800,000 psi CF = 1 CR = 1.00 Live Load: Unit Wei ' ht Be:. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 42.19 in. ^3 Location Reaction I = Beam # Mech Beam # 0 Beam # 0 12 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 4242 ft. -lbs. 664 lbs. 9570.1 ft. -lbs. 1627 lbs. Required Section Properties Provided Section Properties Area, A = 12.86 in ^2 Area, A = 28.13 in ^2 Sect. Mod., S = 41.61 in. ^3 Section Modulus 42.19 in. ^3 Mom. of Iner., I = 385.37 in. ^4 I = 189.84 in ^4 C VISSER ENGINEERING CO. Simple Beam Design L 0 A D I N G D E S I G N Beam Number: New Purlins Beam Length: 20.8 feet Project: 98 -161 Client: Sea -Aire Date: 10/24/98 Page: 1,\ Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 4 feet 4 feet Beam Reactions: Location Reaction Beam # Mech Beam # 0 Beam # 0 12 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Reactions Beginning End Dead Load , 646 pounds 700 pounds Live Load 0 pounds 0 pounds Snow Load 1037.5 pounds 1037.5 pounds *Taken distance 'd' from support Provide: - 3.125 x 9 Glu- lam,24F -V4 ! R r7Sc3 ' i4A►1G LJ/ GU .ZS /ld Member Forces llead +Live llead +Live +Snow Maximum Negative Moment at Lett: Minimum Negative Moment at Left: Maxinum Positive Moment: Maximum Negative Moment at Right: Mininum Negative Moment at Right: 19570 tt. -lbs. 19570 ft. -lbs. 6187 ft. -lbs. 0 ft-lbs. 0 ft. -lbs. 56695 11.-lbs. 19570 ft. -lbs. 39462 ft. -lbs. 0 ft. -Ibs. 0 ft. -lbs. Maximum Shear at Left Side of Lett Support:* Maximum Interior Span Shear :* Maximum Shear at Right Side of Right Support:* -178 lbs. 2904 lbs. 0 lbs. -1278 lbs. 8954 lbs. 0 lbs. Dead Load: Unit Weight lrib width Stresses LDF = 1.15 Root: 12 pst Floor: 12 psf 22 feet 0 feet Location —Reaction Beam Reactions: Lett Cantilever Beam # OH Right Cantilever Beam # 0 End End 3254 pounds 0 pounds Snow Load: unit weight Allowable — LDI , = 1 Stresses LDF = 1.15 Modifiers CF = 0.95594812 22 feet Bending, Fb ( +) Bending, Fb ( -) Shear, Fv Elasticity, E 2,294 psi 2,294 psi • 165 psi 1,800,000 psi 2,638 psi 2,638 psi 190 psi 1,800,000 psi Snow Load: unit weight 1 nb width Area, A = Root: 25 psf 22 feet 92.25 in. ^2 Beam Reactions: Location Reaction Left Cantilever Beam # OH Right Cantilever Beam # 0 End End 6050 pounds 0 pounds we oaI: Unit ITeig n. wilt Area, A = 1.loor: 40 pst U feet 92.25 in. ^2 Beam Reactions: Location End End Reaction 0 pounds — 0 pounds Left Cantilever # OH Right Cantilever Beam # 0 Required Section Properties Provided Section Properties Area, A = 70.78 in. ^2 Area, A = 92.25 in. ^2 Sect. Mod., S 257.86 in. ^3 Section Modulus, S 276.75 in. ^3 Reactions Dead Load Live Load Snow Load Left Right S36 /.55 pounds 2014.45 pounds U pounds 0 pounds 1653'/.5 pounds 4362.5 pounds l VISSER ENGINEERING CCiI)ANY Cantilevered Beam Design L 0 A D I N G D E S I G N Beam Number: Cantilevered Roof Girder Left Overhang: 5 feet Interior Span: 22 feet en distance 'd' from suppo Project: 98 -161 Client: Sea -Aire Date: 10/24/98 Page: 0, Right Overhang: Provide: 5.125 x 18 Glu -lam, 24F -V8 0 feet Aleht,,3 Jew Z ler S.4)o "77.74k6'0 Req_et ;1_ ±1L Oct Q1A CilAvire oti r A-AJ tA — - . 0 ee 40 4 1r erA,L . . Re ul'e , :27 Lin elerSTAn 4-y no r n-ced . _ 74.71V +411.. _re4ocet..11 . _ ....elAe.1 4. • ..__.0/ t•_9_111!4 /4ccgtoietl? e. ? i11V AN.0444; le 5 - E4 - I e (- 7-8o 0 " L.)11/1 .... IA4 01-e- de4 RECEIVED CITY OF TUKWILA NOV 1 0 1998 14% OW PERMIT CENTER ' . . • ■ TrRlNE Package Gas/ Electric Units Convertible Models YCCOI8 -060F 1 -1/2 5 Ton A/c.-) 37 YC -D -9 YCCO3 6 37'41, d .4 s PA k V ►atA4c gap / !.$ WC )60+ 3,s I .r • • MODEL YCCO36FILOB YCCO36F1MOB YCCO36F1HOB YCCO36F3LOB RATED VOLTS /PH /HZ 208. 230/1/60 208. 230/1/60 208. 230/1/60 208-230/3/60 A.R.I. RATINGS (COOLING)0 BTUH 35200 35200 35200 35400 Indoor Air Flow (CFM) 1200 1200 1200 1200 System Power (KW) 4.02 4.02 4.02 3.73 EER /SEER (BTU /WATT -HR.) 8.75 / 10.00 8.75 / 10.00 8.75 / 10.00 9.50 / 10.00 Noise Rating No. 8.0 8.0 8.0 8.0 A.G.A. RATINGS (HEATING►® (High) Input BTUH 50000 75000 100000 50000 Capacity BTUH®D 40000 60000 80000 40000 AFUE 78% 78% 78% 78% Temp. Rise 'F (Min. /Max.) 15 / 45 30 / 65 45 / 75 15 / 45 (Low) Input BTUH 40000 60000 80000 40000 Capacity BTUH ®® 32000 • 48000 64000 32000 AFUE /CSE 78 %/76% 78 %/76% 78 %/76% 78 %/76% Temp. Rise °F (Min. /Max.) 15 - 45 30 - 65 45 - 75 15 - 45 Type of Gas® NATURAL NATURAL NATURAL NATURAL POWER CONNS. - V /PH /HZ 208-230/1/60 208-230/1/60 208 - 230/1/60 208-230/3/60 Min. Brch. Cir. Ampacity 25,2 25,2 25.2 18 Br. Cir. - Max. (Amps) 40 40 40 25 Prot. Rtg. - Recmd. (Amps) 40 40 40 25 COMPRESSOR CLIMATUFF" CLIMATUFF" CLIMATUFF" CLIMATUFF No. Used 1 1 1 1 Volts /PH /HZ 200 - 230/1/60 200-230/1/60 200- 230/1/60 200-230/3/60 R.L. Amps - L.R. Amps 16.6 -97 16.6 -97 16.6 -97 11 -101 OUTDOOR COIL - TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows /F.P.I. 2/20 2/20 2/20 2/20 Face Area (Sq. Ft.) 6.34 6.34 6.34 6.34 Tube Size (in.) 3/8 COPPER 3/8 COPPER 3/8 3/8 INDOOR COIL - TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows /F.P.I. 3/15 3/15 3/15 3/15 Face Area (Sq. Ft.) 3.96 3.96 3.96 3.96 Tube Size (in.) 3/8 COPPER 3/8 COPPER 3/8 3/8 COPPER Refrigerant Control CAPILLARY CAPILLARY CAPILLARY CAPILLARY Drain Conn, Size (in.) 3/4" FEMALE NPT 3/4" FEMALE NPT 3/4" FEMALE 3/4" FEMALE NPT Duct Connections SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING OUTDOOR FAN - TYPE PROPELLER PROPELLER PROPELLER PROPELLER No. Used / Dia. (in.) 1 / 18 1 / 18 1 / 18 1 / 18 Type Drive / No. Speeds DIRECT / 1 DIRECT / 1 DIRECT / 1 DIRECT / 1 No. Motors - HP 1 -1/5 1 -1/5 1 - 1/5 1 -1/,5 Motor Speed R.P.M. 1080 1080 1080 1080 Volts /PH /HZ 230/1/60 230/1/60 230/1/60 230/1/60 F,L. Amps - L,R,Amps 1.6 -3.3 1.6 -3.3 1.6 -3.3 1.8 -3.3 INDOOR FAN - TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Dia,xWidth(in.) 10X9 10X9 10X9 10X9 No. Used 1 1 1 1 Drive / Speeds (No.) DIRECT / 2 DIRECT / 2 DIRECT / 2 DIRECT / 2 No, Motors - HP 1 - 1/3 1 - 1/3 1 -- 1/3 1 - 1/3 Motor Speed R.P.M. 1080 1080 1080 1080 Volts /PH /HZ 200 - 230/1/60 200. 230/1/60 200-230/1/60 200-230/1/60 F.L. Amps - L.R. Amps 2.8/2.2 - 5.1 2.8/2.2 -- 5.1 2.8/2.2 - 5.1 2.8/2.2 - 5.1 COMBUSTION FAN - TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive - Speeds (No.) DIRECT - 1 DIRECT -- 1 DIRECT - 1 DIRECT -1 Motor HP - Speed (RPM) 1/35 - 3480 1/35 - 3480 1/35 - 3480 - 3480 Volts /PH /HZ 240/1/60 240/1/60 208- 240/1/60 240/1/60 FL. Amps 0.8 0,6 0.6 0.6 FILTER - FURNISHED? NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY Mm. Face Area -Lo (ft.► ®0 4.0 4.0 4.0 4.0 REFRIGERANT Charge (lbs. of R -2210 GAS PIPE SIZE (IN.) DIMENSIONS Crated (in.) Uncrated WEIGHT Shipping (lbs.) / Net (lbs.) See notes on page 14 5.3 lbs. 5.3 lbs. 5,3 lbs. 5.7 lbs. 1/2" 1/2" 1/2" 1/2" HXWXD 35.1/4 X 38 X 57 SEE OUTLINE DRAWING General Data HXWXD 35-1/4 X 38 X 57 SEE OUTLINE DRAWING HXWXD 35-1/4 X 38 X 64-5/8 SEE OUTLINE DRAWING HXWXD 35.1/4 X 38 X 57 SEE OUTLINE DRAWING 426 / 386 426 / 386 452 / 403 426 / 386 CABINET MODEL CORNER WEIGHT (LBSI UNIT WEIGHT (NETLBS,I A 8 C 0 E F G H J K L M N P WI W2 W3 W4 A YCC018F1 68.3 617 84 92.9 307 55.1/4 36 25-3/16 18.9/16 11.1/16 6.9/16 6.13/16 17 21.5/16 25 17.1/2 10 3 4.7/16 YC0024F1 69 4 60 0 85 99.5 314 YCCO30F{ 70.5 814 87 99.8 319 B YCCO36F1 8406 6808 92.1 113.7 358 551/4 36 29-3/16 18.9/16 11.1/16 6.9116 6.13/16 17 20.3/4 25.13116 171/2 10 3 47/16 YCCO30E-M 18.3 68 3 95.6 109.1 352 193/4 2413/16 YCCO36F-M 86 674 93.2 115.13 364 C YCCO36F•H 903 73.8 101 123.7 389 623/4 36 29-3/16 18-9/16 11.1/18 6.9/16 11.1/8 17 19.3/4 28.114 171/2 10 3 6-3/4 YCC042F.M 103.1 88.7 96.8 122.6 412 19-3/4 28.1/4 YCC048F -M 1046 846 102.2 126.4 418 19.3/4 26-1/4 O YCC048F+1 123 1046 132.5 157 518 ' 64-5/16 45 333/8 21.1/16 151/18 4-15/16 9.1/8 21.15/16 25 29112 20 14 3.1/2 8.5/16 YCC060F.M 135.4 1098 137.3 169.3 552 25 291/2 C HORIZONTAL SUPPLY OPENING DOWNFLO SUPPLY OPENING HORIZONTAL RETURN OPENING SECT. X -X TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES Dimensional Data and Weights YCC018 -060F Outline - Rear (ALL DIMENSIONS ARE IN INCHES) APPEARANCE SURFACE OF SUPPLY & RETURN PANEL L k Y OINENSIONAL SURFACE I SEE TABLEI e 2- 1i DIA. ENTRY FOR 1/2 N.P.T. 1g GAS CONNECTION CONDENSATE DRAIN FOR 3 \4" FEMALE NPT DOWNFLOW RETURN OPENING SECT Y.- TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES EVAPORATOR COIL & BLOWER PANEL From Dwg. 210681690 Rev. 1 38 • Packaged Gas/Electric Rooftop Units YC-D-7 October 1996 s Voyager TM 3 through 25 Tons 60 Hz RECEIVED CITY OF TUKWILA JAN 0 8 1999 PERMIT CENTER 11%w OZZI • • . I Tons YC *090D/YC *091D Dual Compressor *Indicates both downflow and horizontal units, Weights CENTER OF GRAVITY Table 88 -1 Maximum Unit And Corner Weights (Lbs) And Center Of Gravity Dimensions (in.) NOTE: 1. Corner weights are given for Information only. O'h•25 Ion units must be supponed continuously by a curb or equivalent frame support. 2. Weights are approximate. Horizontal and Downllow unit and corner weights may vary slightly. Unit Maximum Weights (Lbs) Corner Weights (Lbs) t Center of Gravity (In.) Model No, Shipping Net A B C 0 Length Width 3 YCD036C/YC0037C 782/811 621/651 209/217 158/159 116/124 138/151 37/36 19/20 4 YC *048C,/YC *049C 811/845 639/672 216/221 159/168 123/131 142/153 37/37 19/20 -• 1� YC *060C,/YC *061C 831/901 659/713 219/230 163/176 126/137 152/170 36/38 20/21 ••---- / 61/2 YC*075C/YC*074C 938/956 750/767 238/240 192/199 144/151 176/177 39/40 21/21 YC *09OC/YC *086C Single Compressor 982/965 793/777 262/246 203/199 151/151 177/180 39/39 21/21 1044/1057 855/869 297/298 208/214 151/156 199/200 37/37 20/20 81/2 YC *102C/YC *103C 1169/1532 962/1233 329/395 244/326 165/231 223/280 38/43 20/26 10 YC *1208/YC *120C 1546/1191 1247/984 425/334 331/252 215/171 276/227 41/38 25/20 YC *121C 1891 1523 518 391 266 351 46 29 124 YC *150C/YC *151C 1599/1915 1300/1547 430/523 342/383 234/271 294/370 42/45 26/30 15 YC *180B/YC *181C 1906/2476 1538/2017 535/693 387/507 259/345 357/472 45/52 29/35 17'h YC *210C/YC *211 C 1987/2547 1619/2088 553/701 415/538 279/369 372/480 46/53 29/35 20 YC *2408/YC *241C 2415/2645 1995/2186 656/751 503/568 352/373 459/494 53/53 35/34 25 YC*3008/YC *301C 2525/2650 2105/2191 701/755 537/569 376/373 491/495 53/53 35/34 CENTER OF GRAVITY WIDTH C • TRANE' Table 87 -1 Accessory Net Weights (Lbs) Weights Economizer. Outside Air Damper Oversize Hard' LPG All Highs Lows Unit RooN Motor Start Conversion Zone Power' Static Static Model No. Net Motorized Manual Curb Adder Kit Kit Sensors Exhaust Drive Drive YCD036,048,060C 40 N/A 32 80 5 5 5 1 N/A N/A YCD037,049C YCD075C,090C /0 40 35 32 82 5 N/A 5 1 65 2 YC0061.074.086C.091 D,102.120C — YCD1208,150C 40 35 32 165 5 N/A 5 1 75 2 YCD103 — YCD 1808,210C 65 60 32 205 5 N/A 5 1 95 2 10 YCD121,151C YCD24013 80 75 32 235 5 N/A 5 1 95 2 YCD181,211,241C — YCD300B,301C 80 75 32 235 — N/A 5 1 95 — 10 YCH048.060 40 N/A 32 N/A 5 5 5 1 N/A N/A YCH049C — YCH075C,090C /D qp 35 32 N/A 5 N/A 5 1 N/A 2 YCH061.074.086C.091 D.102.120C YCH 1208,150C 35 35 32 N/A 5 N/A 5 1 N/A 2 YCH103 YCH1808.210C 50 60 32 N/A 5 N/A 5 1 N/A 2 YCH121.151C YGH240B 65 75 32 N/A 5 N/A 5 1 N/A 2 YCH 181.211.241 C — YCH300B.301C 65 75 32 N/A — N/A 5 1 N/A — 10 NOTES. I Usea on I phase only. 2. Net weignt snould oe added to unit weight when ordering factory installed accessories 3. YC# 102.300 factory installed options for economizers. multiply net capacity x .99. EER x .97. For oversize motors. multiply not capacity x .98. EER x .93. This is provioed in compliance with ARI certification program. i Downflow only. 5 . Not avanaole on all mooels (See tan performance ladles for specific morels). 87 9 71MNE All dimensions are in Inches. EVAPORATOR SECT ACCESS PANEL 51 /4 1 / 2 NPT GAS CONNECTION CONTROL a COMPRESSOR ACCESS PANEL CURB DIMENSIONS Dimensional Mw.en=. . Data CLEARANCE 36 4 CLEARANCE 18 HORIZONTAL 36 DOWNFLOW TYPICAL ROOF OPENING CLEARANCE 48 72 CONDENSER FAN 33 CONDENSER COIL 2 DIA HOLE (UNIT POWER WIRES) le or" �� T / e 01A HOLE .11 (UNIT CONTROL WIRES) 46 46 \�� � CLEARANCE 36 I I MODEL I UNIT OPERATING VOLTAGE MINIMUM LINE' WIRE SIZE (COPPER) MAXIMUM LINE LENGTH (COPPER) MAXIMUM FUSE SIZE SAHB 202 i 198 -253 12 37 I 30 SAHB 206 198 -253 14 35 20 SAHB 252 I 198 -253 10 I 50 ( 35 SAHB 256 ( 198-253 12 I 47 25 SAHB 302 ( 198 -253 8 j 58 f 50 SAHB 306 ( 198 -253 10 59 30 SAHB 304 j 414 - 506 11 106 15 SAHB 402 1 198 -253 8 45 ( 60 SAHB 406 I 198-253 8 I 70 45 SAHB 404 ( 414 - 506 14 j 83 ( 20 SAHB 405 I 518 -632 14 100 I 15 SAHB 502 1 198 -253 6 • 63 70 SAHB 506 ( 198 -253 1 8 52 i 60 y °o CFM VARIATION -20 1 -15 -10 -5 I NOM. 15 -10 115 120 FROM NOM. Temperature 1 I Rise 1.25 1.17 1 1.11 1.05 1.00 .95 .91 .87 .83 Multiplier UNIT MODEL NET SHIP SAHB 20 260 300 SAHB 25 275 326 SAHB 30 300 350 SAHB 40 390 450 SAHB 50 471 516 SFHC 25 415 440 SFHC 30 480 570 SFHC 35 520 550 SFHC 40 610 660 SFHC 50 640 660 us UNIT OPERATING VOLTAGE 1 98-253 19 8.253 19 8-253 414 - 506 19 8 -253 198-253 198.253 414-506 518 -573 1 253 19 8 -253 414 -506 MINIMUM LINE WIRE SIZE (COPPER) 10 10 12 14 10 8 10 14 14 6 8 13 MAXIMUM LINE LENGTH (COPPER) 165 141 131 96 116 156 139 67 100 210 195 MAXIMUM FUSE SIZE 30 40 25 15 45 50 35 15 15 80 50 Si Electrical Component Sizing — SFHC Unit 175 • •••■•. o.cu uc.a.uica ni TABLE 85 -2 — Electrical Component Sizing — SAHB Unit 25 4 s Tr •, To �► �O y 0 lbs TABLE 85 -4 — Unit Weights UNIT MODEL NET SHIP SAHB 20 260 300 SAHB 25 275 326 SAHB 30 300 350 SAHB 40 390 450 SAHB 50 471 516 SFHC 25 415 440 SFHC 30 480 570 SFHC 35 520 550 SFHC 40 610 660 SFHC 50 640 660 us UNIT OPERATING VOLTAGE 1 98-253 19 8.253 19 8-253 414 - 506 19 8 -253 198-253 198.253 414-506 518 -573 1 253 19 8 -253 414 -506 MINIMUM LINE WIRE SIZE (COPPER) 10 10 12 14 10 8 10 14 14 6 8 13 MAXIMUM LINE LENGTH (COPPER) 165 141 131 96 116 156 139 67 100 210 195 MAXIMUM FUSE SIZE 30 40 25 15 45 50 35 15 15 80 50 Si Electrical Component Sizing — SFHC Unit 175 • •••■•. o.cu uc.a.uica ni TABLE 85 -2 — Electrical Component Sizing — SAHB Unit 25 4 s Tr •, To �► �O y 0 lbs TABLE 85 -4 — Unit Weights us UNIT OPERATING VOLTAGE 1 98-253 19 8.253 19 8-253 414 - 506 19 8 -253 198-253 198.253 414-506 518 -573 1 253 19 8 -253 414 -506 MINIMUM LINE WIRE SIZE (COPPER) 10 10 12 14 10 8 10 14 14 6 8 13 MAXIMUM LINE LENGTH (COPPER) 165 141 131 96 116 156 139 67 100 210 195 MAXIMUM FUSE SIZE 30 40 25 15 45 50 35 15 15 80 50 Si Electrical Component Sizing — SFHC Unit 175 • •••■•. o.cu uc.a.uica ni TABLE 85 -2 — Electrical Component Sizing — SAHB Unit 25 4 s Tr •, To �► �O y 0 lbs TABLE 85 -4 — Unit Weights Model SFHA 50 Net Cooling Capacity (MBh) 56 Evaporator Coil Size (sq h) .• 5.21 . Net Healing Capacity (MBh) Input Output 140 105 Nominal Airflow (Clm) 2,000 Filter Size 20x25x1 Other Items General Data 7 CONO/T /ON /NG SUBMITTAL /SELECTION DRAIN WEIGHTS Shipping: 1,010 Operating: 940 THE TRANE COMPANY 1979 'a TAG: - COMBINATION HEATING /COOLING ROOFTOP AIR CONDITIONER 5 Tons SFHA 50 -H MODEL VOLTAGE SFHA 501 -H 230/60/1 SFHA 503 -H 230/60/3 SFHA 504 -H 460/60/3 2" DIA. K.O. ELECT. CONN. Mls- 're" DIA. K.O. ELECT. CONN. FIELD WIRING L THERMOSTAT A OLO 6 Sf'c s SUPERSEDES 1 DISCONNECT SWITCH r L ____ B __ SFHA QS /S -2 DATE NOVEMBER, 1979 CITY OF TUKWILA NOV 1 0 1998 PERMIT CENTER SFHA 50 NOTE: All customer supplied wiring to be copper only and must conform to NEC and local elec. trical codes. Wiring shown dotted Is to be furnished and installed by customer. A — I WIC Manual Changeover — 5 Wires — Low Voltage 2H/2C Manual/Auto Changeover — 8 Wires — Low Voltage B — Field Power Wiring: Single-Phase — 2 Wire Power Three -Phase —3 Wire Power C — To comply with UL and NEC installation requirements, separate, field in. stalled, fused disconnect switches are required on condensing units. MODEL UNIT OPERATING VOLTAGE MINIMUM LINE' WIRE SIZE (COPPER) MAXIMUM LINE LENGTH (COPPER) MAXIMUM FUSE SIZE SAHB 202 198 -253 12 37 30 SAHB 206 198 -253 14 35 I 20 SAHB 252 198-253 ! 10 50 35 SAHB 256 198 -253 12 47 25 SAHB 302 198 -253 8 58 50 SAHB 306 198-253 j 10 ! 59 30 SAHB 304 414 -506 14 106 15 SAHB 402 198-253 I 8 45 i 60 - SAHB 406 198 -253 8 I 70 i 45 SAHB 404 414 -506 I 14 83 I 20 SAHB 405 518 -632 l 14 I 100 15 SAHB 502 198 -253 6 i 63 70 SAHB 506 198-253 1 8 52 I 60 MODEL UNIT NET SHIP SAHB 20 260 300 SAHB 25 275 326 SAHB 30 300 350 SAHB 40 390 450 SAHB 50 471 516 SFHC 25 415 440 SFHC 30 480 570 SFHC 35 520 550 SFHC 40 610 650 SFHC 50 640 660 % CFM VARIATION FROM NOM. -20 -15 -10 -5 NOM. +5 +10 +15 +20 Temperature I Rise 1.25 Multiplier ; 1.17 1.11 1.05 1.00 .95 .91 .87 .83 LINT TING ' TAGE t96 -2S3 10 8 10 14 14 MAXIMUM LINE LENGTH (COPPER) 165 96 116 156 139 67 100 MAXIMUM FUSE SIZE 30 40 25 15 Bscalcal Component Sizing — 253 TABLE 85 -1 — Gas Fired Heating Temperatures Rise Correction Factors TABLE 85 -2 — Electrical Component Sizing — SAHB Unit - 60 C SFHC Unit TABLE 85 -4 — Unit Weights 3 3 N 1D O a cr1 — —1 ! 0 3 co CD N O (D 1 Model Not Cooling Capacity (MBh) SFHC 25L SFHC 30L 85 SFHC 35L SFHC 40L I 30.6 95 36.6 39.7 I 47.0 105 75 56.5 75 56.5 125 94 100 75 120 150 113 Evaporator Coil Size (so ft) MODEL DB TEMP 3.23 4.45 4.79 4.79 Total System Cooling (Kwi 3.52 4.47 WB TEMPERATURE ENTERING EVAPORATOR 4.91 5.85 5.70 Filter Size 14 x 25 1(2) 14 x 25 x 1(2) 14 z 25 x 1(2) ENT EVAP. 58 81 64 67 70 73 58 61 64 87 70 73 58 61 64 67 70 73 58 61 64 67 70 73 SFHC 25 1000 CFM MBH 27.2 28.9 30.0 31.9 33.1 33.7 25.0 27.1 28.8 30.8 32.2 33.5 22.8 24.6 28.5 28.6 30.4 31.9 19.2 20.4 21.6 23.6 28.0 27.5 % S.H. 75 100 90 75 81 47 35 100 93 77 . 62., 48 38 100 95 80 64 49 36 100 99 84 67 51 38 80 100 100 91 78 63 50 100 100 94 80' 85 52 100 100 96 82 67 53 100 100 100 97 71 55 85 100 100 100 92 79 68 100 100 100 - 95 i 81 67 100 100 100 97 84 70 100 100 100 100 89 74 90 100 100 100 100 92 80 100 100 100 100 . 95 83 100 100 100 -100 97 85 100 100 100 100 100 91 SFHC 30 1200 CFM MBH 32.3 34.2 38.0 37.7 39.0 40.0 30.0 32.5 34.8 38.8 .38.3 39.9 26.8 28.9 31.2 33.8 36.1 37.9 24.5 25.4 28.6 28.7 31.5 33.5 % S.H. 75 100 92 77 82 48 35 100 94 79 '63J. 49 36 100 97 82 65 50 38 100 100 88 68 51 38 80 100 100 93 79 84 51 100 100 95 ; 82 . 68 52 100 100 98 84 68 54 100 100 100 89 72 56 85 100 100 100 94 81 67 100 100 100 98 e3 69 100 100 100 98 88 71 100 100 100 100 91 78 90 100 100 100 100 94 82 100 100 100 100 97 85 100 100 100 100 99 88 100 100 100 100 100 93 SFHC 35 1300 CFM MBH 35.5 37.8 39.5 41.2 42.5 43.8 33.3 35.1 37.7 39.7'; 41.6 43.2 30.2 32.4 34.8 37.3 39.5 41.5 25.9 20.1 30.3 33.3 34.9 37.4 % S.H. 75 99 87 73 59 47 35 100 89 75 '• 60• 47 35 100 92 77 62 •8 38 100 96 81 65 49 36 80 100 99 88 75 61 49 100 100 91 :17 , 83 50 100 100 93 79 65 51 100 100 97 83 88 53 85 100 100 99 89 76 63 100 100 100 -: 911 78 65 100 100 100 94 01 67 100 100 100 98 85 71 90 100 100 100 99 89 77 100 100 100 100 92 79 100 100 100 100 94 82 100 100 100 100 98 87 SFHC 40 1520 CFM MBH 42.9 45.1 47.2 48.8 50.2 51.3 39.7 42.2 44.8 47,0 ' 49.0 50.7 38.4 38.9 41.8 44.5 46.8 48.9 32.1 33.9 38.5 39.1 41.0 43.8 % S.H. 75 100 91 78 61 48 35 100 93 78 -.63 48 35 100 98 80 64 49 36 100 99 85 87 51 38 80 100 100 92 78 64 51 100 100 95 80 , 68 52 100 100 97 83 88 53 100 100 100 88 71 55 85 100 100 100 93 80 87 100 100 100 • 96 i 82 68 100 100 100 98 85 71 100 100 100 100 90 75 90 100 100 100 100 94 81 100 100 100 100 96 84 100 100 100 100 98 87 100 100 100 100 100 91 Model Not Cooling Capacity (MBh) SFHC 25L SFHC 30L SFHC 30H SFHC 35L SFHC 40L SFHC 40H 30.6 36.6 36.6 39.7 47.0 47.0 Net Heating Capacity (MBh) Input Output 75 56.5 75 56.5 125 94 100 75 100 75 150 113 Evaporator Coil Size (so ft) 3.16 3.23 3.23 4.45 4.79 4.79 Total System Cooling (Kwi 3.52 4.47 4 37 4.91 5.85 5.70 Filter Size 14 x 25 1(2) 14 x 25 x 1(2) 14 z 25 x 1(2) 14 x 20 x 1(3) 1a x 20 x 113) tax 20 x 113) ARI Sound Rating (SRN) 20 20 20 20 20 20 System Weight 440 475 505 550 600 645 Other Items: % CFM Variation from Nominal 20 10 Nominal +10 +20 Total Cooling Capacity Multiplier 970 985 1,000 1,015 1,030 % Sensible Heal (SH) Multiplier 940 970 1,000 1,030 1,060 General Data and Weights THERMOSTAT A I DISCONNECT I 1,..0 SWITCH I SFHC NOTE: All customer supplied to be copper only and wiring must conlorm to NEC and local elec• trical codes. Wiring shown dotted Is to be lurnished and installed by customer. A - IHl1C Manual Changeover - 4 Wires - Low Voltage 2F1/2C Auto Changeover - 5 Wires - Low Voltage (Also refer to Accessory Wiring Diagrams) B - Field Power Wlnng: Single-Phase - 2 Wire Power Three -Phase - 3 Wire Power C - To comply with UL and NEC installation requirements, separate field installed fused disconnect switches are required. TABLE 1 - System Net Cooling Capacities (MBh) '; TABLE 2 - Cooling Correction Factors (Apply to Table 1 Capacities for CFM other than Standard) NOTE: Calculate total and sensible capacities in MBH and multlp y by above factors to determine revised capacities. 3 / 7,.. /f /e �; ? SFHC QS /S -1 6,81 t),J L O S " /d s 3 Y6 /4 Model DB Temp. Ent.Evap. Outside Air 0B Temperature Enterng Condenser 85 95 I 105 120 WB Temperature Entering Evaporator 58 81 64 87 70 73 58 81 64 67 70 73 58 61 84 67 70 73 58 81 64 67 70 73 SFHA 50H 2.000 Cim MBh 3450 50 53 56 59 63 68 47 50 53 56 60 63 44 47 50 53 57 60 40 42 45 48 52 55 Percent SH 75 93 86 72 59 48 34 94 89 74 59 47 35 I 94 89 74 60 47 34 95 90 75 60 47 34 80 100 99 87 75 61 48 100 90 83 77 63 49 1 100 94 86 78 64 50 100 99 89 80 85 50 85 100 100 95 90 78 63 100 100 95 91 1 87 64 100 100 95 90 77 85 100 100 95 91 79 67 90 100 100 100 100 88 77 100 100 100 100 1 90 80 100 100 100 97 89 82 100 100 100 97 91 85 Model Compressor Moto (s) Condenser Fan Motorist Evaporator Fan Motor System Max. Start Current HP RPM Volts Cyc. PH Mips HP RPM Volts Cyc. PH Amps . HP RPM Volts Cyc. PH Amps FL' LR FL' LR FL' LR SFHA 501 5 3450 230 60 1 38.0 149.0 '/3 825 208.240 60 1 2.2 4.2 3 /4 3450 230 60 1 5.0 31.0 184.2 SFHA 503 5 3450 208.240 60 3 24.0 129.0 1 /3 825 208.240 60 1 2.2 4.2 3 /4 3450 230 60 1 5.0 31.0 184.2 SFHA 504 5 i 3450 440-480 60 3 12.0 68.0 1 /3 825 440.480 60 1 1.3 2.1 3 /4 3450 230-460 60 3 1.4 9.9 78.0 p Unit Operating Minimum Une Maximum Une • Maximum Fuse Dual Element Model Voltage Wire Size Length Size Size SFHA 501 230 4 75 90 60 SFHA 503 230 6 80 60 45 SFHA 504 460 12 100 30 • 20 °'o Ctm Variation —20 —15 —10 —5 Nominal + 5 - 10 - 15 - 20 From Nominal Temp. Rise Multiplier 1.25 1.17 1.11 1.05 1.00 0,95 0.91 0.87 0.83 Heating Input Heating Output Air Nominal AGA AGA Temperature Model Clm • MBh MBh Files' ' SFHA 50H 2,000 140 105.0 48 F Percent Cfm Vanalion From Nominal —20 —t0 Nominal + 10 - 20 Total Cooling Capacity Multiolier Percent Sensible Heat ISH) Multiplier 0.985 1,000 1 1.015 1.030 olier 0.940 0.970 1.000 1.030 1.080 Cooling Capacities NOTE; II other than standard air quantities are used, apply capacity correction factors. Cooling Correction Factors (Capacities for Cim Other Than Standard) NOTE: Calculate total and sensible capacities in MBh and multiply by above factors to determine revised capacities. Gas -Fired Heating Capacities 'Al nominal clm. Electrical Characteristics of Standard Motor Sizes 'Rated at UL (80 00/67 WB indoors, 95 ambient) conditions for 230 o 460 -volt operation. Electrical Com Sizin 2 s - r O /v v , 'i ,AJ , ,_, J Pe& 0 <;- .Cyt Gas - Fired, Electric Temperature Rise Correction Factors °'o Ctm Variation —20 —15 —10 —5 Nominal + 5 - 10 - 15 - 20 From Nominal Temp. Rise Multiplier 1.25 1.17 1.11 1.05 1.00 0,95 0.91 0.87 0.83 Heating Input Heating Output Air Nominal AGA AGA Temperature Model Clm • MBh MBh Files' ' SFHA 50H 2,000 140 105.0 48 F Percent Cfm Vanalion From Nominal —20 —t0 Nominal + 10 - 20 Total Cooling Capacity Multiolier Percent Sensible Heat ISH) Multiplier 0.985 1,000 1 1.015 1.030 olier 0.940 0.970 1.000 1.030 1.080 Cooling Capacities NOTE; II other than standard air quantities are used, apply capacity correction factors. Cooling Correction Factors (Capacities for Cim Other Than Standard) NOTE: Calculate total and sensible capacities in MBh and multiply by above factors to determine revised capacities. Gas -Fired Heating Capacities 'Al nominal clm. Electrical Characteristics of Standard Motor Sizes 'Rated at UL (80 00/67 WB indoors, 95 ambient) conditions for 230 o 460 -volt operation. Electrical Com Sizin 2 s - r O /v v , 'i ,AJ , ,_, J Pe& 0 <;- .Cyt Gas - Fired, Electric Temperature Rise Correction Factors Heating Input Heating Output Air Nominal AGA AGA Temperature Model Clm • MBh MBh Files' ' SFHA 50H 2,000 140 105.0 48 F Percent Cfm Vanalion From Nominal —20 —t0 Nominal + 10 - 20 Total Cooling Capacity Multiolier Percent Sensible Heat ISH) Multiplier 0.985 1,000 1 1.015 1.030 olier 0.940 0.970 1.000 1.030 1.080 Cooling Capacities NOTE; II other than standard air quantities are used, apply capacity correction factors. Cooling Correction Factors (Capacities for Cim Other Than Standard) NOTE: Calculate total and sensible capacities in MBh and multiply by above factors to determine revised capacities. Gas -Fired Heating Capacities 'Al nominal clm. Electrical Characteristics of Standard Motor Sizes 'Rated at UL (80 00/67 WB indoors, 95 ambient) conditions for 230 o 460 -volt operation. Electrical Com Sizin 2 s - r O /v v , 'i ,AJ , ,_, J Pe& 0 <;- .Cyt Gas - Fired, Electric Temperature Rise Correction Factors Percent Cfm Vanalion From Nominal —20 —t0 Nominal + 10 - 20 Total Cooling Capacity Multiolier Percent Sensible Heat ISH) Multiplier 0.985 1,000 1 1.015 1.030 olier 0.940 0.970 1.000 1.030 1.080 Cooling Capacities NOTE; II other than standard air quantities are used, apply capacity correction factors. Cooling Correction Factors (Capacities for Cim Other Than Standard) NOTE: Calculate total and sensible capacities in MBh and multiply by above factors to determine revised capacities. Gas -Fired Heating Capacities 'Al nominal clm. Electrical Characteristics of Standard Motor Sizes 'Rated at UL (80 00/67 WB indoors, 95 ambient) conditions for 230 o 460 -volt operation. Electrical Com Sizin 2 s - r O /v v , 'i ,AJ , ,_, J Pe& 0 <;- .Cyt Gas - Fired, Electric Temperature Rise Correction Factors Cooling Capacities NOTE; II other than standard air quantities are used, apply capacity correction factors. Cooling Correction Factors (Capacities for Cim Other Than Standard) NOTE: Calculate total and sensible capacities in MBh and multiply by above factors to determine revised capacities. Gas -Fired Heating Capacities 'Al nominal clm. Electrical Characteristics of Standard Motor Sizes 'Rated at UL (80 00/67 WB indoors, 95 ambient) conditions for 230 o 460 -volt operation. Electrical Com Sizin 2 s - r O /v v , 'i ,AJ , ,_, J Pe& 0 <;- .Cyt Gas - Fired, Electric Temperature Rise Correction Factors November 16, 1998 Linda Moesch 415 Baker BI, #200 Tukwila, WA 98188 Dear Ms. Moesch: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number M98 -0221 Xerox 505 Strander BI Sincerely, 1-760 Brenda Holt Permit Technician Enclosures File: M98 -0221 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. Please address the following comments from the Building Division. Building Division Ken Nelsen, Plans Examiner at (206)431 -3677, if you have any questions regarding the following: 1. Provide structural calculations for the 5 ton unit. At this time the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /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 City of Tukwila Permit Center at (206) 431- 3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 City of Tukwila Fire Department Fire Department Review Control f498-0221 (510) Re: H.V.A.C. at Xerox - 505 Strander Blvd. Dear Sir: John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required'. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic 'shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide. notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 C City of Tukwila Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd ( John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75-4404 • Fax• (206) 5754439 LEJ _r L iss L-LLITI" • /eparameat of Conaraedol awl= U.r�= c : i _ : 3olt.n?nssure Syat.ma Inspection Sectlo4r • ' y ;Nam i ReMgeredon Licensing • ' ' • • • 't0.2nd Avenue, Suds 700 Seattle, WA 981044703 SEA-AIRE INC, 7/9/96 906 INDUSTRY DR. TUI:WIL1, WA 98188 EXP: 7/31/97 Refrigeration Contractor, Air Conditioning Limttauon: None License No: 19812 The City of Seatth Department of Construction and Land Use Boiler /Pressure Systems Inspection Section Steam & Refrigeration Licensing 710 - 2nd Avenue, Suite 200 Seattle WA 98104 -1703 REFRIGERATION CONTRACTOR, AIR CONDITIOINT 0 tzl 1" H ' Ltitzl . t4 191 H H H • .N O C4 o LII CC) CO CO O SEA -AIRE INC 946 INDUSTRY DR TUKWILA WA 98188 -3412 C z C7 C to UCENSETYPE BUSINESS LICENSE Please detach both licenses. Display the above licensa•in a conspicuous The wallet -size license at left is included for your convenience. • (`'WtticEr•C Lstrtua aus {I 6 )10 316 The City Of Seattle Department of Finance. Revenue and Consumer Affairs Division 600 4Th AVE. RM 103 SEATTLE, WA 98104.1893 (206) 684 -8484 BUSINESS LOCATION SEA —A IRE INC 906 INDUSTRY OR TUX&SILI% MA SEA —AIRE S EA —AIRS 906 TUKWILA ( 11111( 1111111(( 111111111111111111111111 (1111(((1111t111f11tt1 F6,DE < -I .- cb r_ !I3&- 4 :. Limitation: None Expires: 07/31/1999 Customer No: 19812 ( • EXPIRATION DATE 12/.31/96 place. Presorec First-Class :.: • US Postage 1 • Seattle. NA Permit No. CUSTOMER NUMBER 19812 OOQ POST CONSPICUOUS NOT TR FERAB MAILING ADDRESS INC '• ,: INC _« INDUSTRY DR MA 98 188 UCENSETYPE BUSINESS LICENSE BUSINESS LOCATION SEA —ACRE INC 906 INDUSTRY DR TUK I4ILAx ilA CUSTOMER NUMBER 19812 000 EXPIRATION DATE 12/31/96 POST CONSPICUOUS L k • 11,1 • SEA —AIRE I SEA —AIRE I 906 TUKWILA MAIUNG ADDRESS NC y INDUSTRY OR MA 98 11 1 11111 1 1 1 111 1 I II 11 111 1 11 1 111 FE0e rI) rs 9(- i[oa351 on and LandU• :ns Inspection Sect Licensing ..iite 700 X1703 kpartmmtofCo stract10saidLind Uaen ?'' .'3 . :r: toileoPrrsaum Symms Inspection Ssctian - ` f ,team 1 Re $geratlon Llo using -' ` . . `-. '10.2nd Avenue, Suite 700 Seattle, WA 98104-1703 SEA -AIRE INC, 7/9/96 906 INDUSTRY DR, TUKWILA, WA 98188 EXP: 7/31/97 Refrigeration Contractor, Air Conditioning Limitation: None License No:19812 C 1-3 �bi �n o� - '71 � 1-/ CA H H H ' (1 PZI H n tt'I c". V .L 4 L H --3 2 d O Z '� H f!] T, s-3HH GIGO C - • N•Crd �N, Z►d Ca 0* tz] O a m .. C I . 140 p. i_, c o tti d 2 N �14 x �� K z 0 C 1. �� 5 -.3 co 'o tt1 �+ /v ow • SEA -AIRE INC 7/9/96 906 INDUSTRY DR Expires: 7/31/97 TUKWILA, WA 98188 License No: 19812 REFRIGERATION CONTRACTOR, AIR CONDITIONING Limitation: None Please detach both licenses. Display the above licensa•in a conspicuous place. The wallet -size license at left is included for your convenience. • t ) • 6 cep Ls1.rtut3 £ us 'y} Cr 10 31 (o The City Of Seattle D. W. Gentry, Chief Inspector • Department of Finance. Revenue and Consumer Affairs Division 600 4TH AVE. AM 103 SEATTLE, WA 98104 -1893 (206) 684 -8484 t r Presortec First -Class M.•. US Postage Pr Seattle. NA Permit No. " fl WUNP *Ips wri.110 t4.41• FAA: 214" AlMor. Imo ce ' 4 , PK .144 111 Ik•e 'NM ■14,0 AN ii~,00.44 WO.. 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By — n:lAht / Date ••• f f l'OirohI Or 422Z.L_ ID f•ots M0G OANICAL WLEOTRI otILU BIN *GAS ONG cm? oF PO . %MAIN Y15 (if I\ h II V D 1 5 1954 OIWOPINV1WIIA NOV I fl 1998 p eNumOtNTER WO-Dal FA Pt- II 4 I— Mit a 1- z Lu z z cc z 1- 4/),,z 5 C.) A-4 4 MI -o2 FOC/.L' /0/9 77 0/V NOTE 5 /A /U /T: /y ••r:�. .C •.1f: F'7':., F_:.F \': F.1.0 /A 40s' 0 IN o a\ Q). 1 OF If) O) N) 1 611 N) • 0 �••JO ^ 7 e.,/ -t w.7 CJl..•P_. ..�_ _,._... FTy FTHIN .._ E T: `1AQY. OE P 4 R 11 ('JAY daT. .0.o .o'o"x I.•o' a.M ,;S 9 .. V . x B.,6.x I•. p.. 4 •µ4 .4.5 4' .n' x 4 6•M NORTHWEST 114 Z ENGINEERS - NORTHWEST INN. P.E. 001411ULTINOINOINEER9 1� E11IEW000LAWNAV1, NI. SWIM WARHINGTON 011116 I2111 M0111EN E E` ✓ FOUNDAT! PLAN 4 GEN. Nor , THOMAS A SICCn;7,0 L;IchwiJ: fC'.1� CMEGL:F L %: GFYFRAL HDTES TIN FOLLOWING ROTES APPLY UNLESS 'NOTED OTIIERNISE COOL: UNIFORM BUILDING CODE -- 197G EDIT1011 LIVE LOADS PSF WIND 70 POF SEISMIC ZONE 3 FUUIIUAT10116 IISAb)ICO SAIL GEARING 2000 POE WITH I/3 INCREASE FOR SEISMIC. CRIITRACTDR TO VERIFY III FIELD AIM SUBMIT REPORT TO BUILDING DEPARTIIEIIT AND EIIGMIEER. EXTERIOR FOOT IIIG5 TO GE 1' -6" =MUM N IIIUII BELOW FIN /SHED GRADE. COMPACT ALL RACIEF ILL UNDER SLAG AND FOOTINGS TO P5' MODIFIED PROCTOR, ASTII D -1557. CONCRETE T'cx2500 PSI INSPECTED FOR ALL SLABS 011 GRADE AIID FOOTINGS f'c'3000 PSI INSPECTED FOR ALL DRIERS S' I ''VIA-• ULTIIIATE STRENGTH DESIGN IIETI10D USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL GE IN ACCORDANCE WITH THE UDC AND ACI CODE 318 -71, PROPORTIONS OF AGGREGATE TO CEMENT SHALL OE TURN AS TO PRODUCE A DENSE WORKABLE 111X WITH 3" MAXIMUM SLUMP WHICH CAN DE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE HATER. FOR ADMIXTURES SEE SPECS. 1/2" CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE 011 ARCHITECTURAL ' DRAWINGS. HATER CURING SHALL BE USED. RC III11 ALL INFORCUOUO1G RCSIEITG TEEL SWIG TEEL SHALL OE UCFORIIEO PER AST11 A615 -MG, GRADE GO (fv=RS PSI). LOP CONTINUOUS RNFORC OARS 30 DAR DI/UTTERS, I' -7" 11111111011 UNLESS OTHERWISE N0010. CORNER BARS (1' - DEAD) WILL BE PROVIDED FOR ALL IIORIZOIITAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH TIIE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO DE: F00TI WIGS 3 INCHES FORMED SURFACES -- WEATIIER FACE. '1 -1/2 NICHES -- INTERIOR FACE 3/4 IIICII SLAB 1111 GRADE - - -- 1" CLEAR TOP OF CONCRETE TO MIRE MESH MAR WELDING ALL WELDER REDAR TO DE GRADE 40 (fy=40,000 PSI), 1000111011 CURIOS CONTENT .35'., SUBMIT HILL CERTIFICATE SH0111NG REDAR CHEMICAL CONTENTS TO ENGINEER. FOLL011 "RECOMMENDED PRACTICES FOR WIELDING REINFORCING STEEL, METAL INSERTS AIM CORRECTIONS IN REINFORCED CONCRETE CONSTRUCTION" BY THE AMERICAN WELDING SOCIETY. ALL REDAR WIELDING S11ALL BE BY CERTIFIED WELDERS. USE FRESH LOW( HYDROGEN E70UX ELECTRODES COIIFORIIIIIG TO TIT TENTATIVE SPECS FOR MILD STEEL ARC- WELDING ELECTRODES (AIlS DESIGNATION A5.1; AST11 DESIGNATION A233). BEADS IN REUAR.TO GC WELDED SHALL IIOT BE CLOSER THAN 3" TO WELD AND PER 0STP1 STANDARDS.. STRUCTURAL STEEL STRUCYUTATSTELC SHALL CONFORM TO THE FOLLOWING STANDARDS: • TUBE STEEL COL, ASTII /1501 -60u (fy3G,000.PSI) ALL STEEL MEMBERS SHALL OE GIVEN ONE SHOP COAT OF APPROVED PAINT. WELDING AS PER PARAGRAPH UCLOWI. MISCELLANEOUS STEEL MISCELLANEOUTISTEL SHALL CONFORM TO ASTIR A =36 (fy =36,000 PSI). WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO DE BY CERTIFIED WIELDERS -- USE FRESH EGO ELECTRODES MISCELLANEOUS 'ANGERS TO BE SIIIPSON OR APPROVED EQUAL. ALL JHANGERS TO. GE FASTENED TO WOOD WITH PROPER NAILS -- ALL (HOLES STALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR DOLTS INTO CONCRETE JAY DE PARAUOLTS OR APPROVED EQUAL; IIIIIIIIUO EMBEDMENT PER UDC TABLE 26 -G. FABRICATOR IAY INCREASE PLATE SIZE PROVIDED HE COORDINATES THIS. WITH ALL TRADES COIICERIHCD AND OBTAINS ENGINEER'S APPROVAL. TIMBER 2x� 1100E JOISTS 0.F. 02 Fb =1650 PSI REP.) STUD WALLS U , F. W2 0.1950 PSI REP.) MISC. PLATES N LEDGERS O. F: P2 0.1250 PSI) 4x PURLIHS - GRADE PER PLAIT H.F. 01 2:1 r11 PSI) LUMBER HOT ROTEO TO DE S. N2 ' ALL GRADES SHALL COIIFONt TO "WIWPA GRADING RULES FOR IESTERD LUMBER' -- 1777 EDITION." DOLT HEADS AND HUTS DEARIIIG AGAINST WOOD STALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOO IN CONTACT WITH CONCRETE STALL BE TREATED. • GLU- LAMINATED 11000 MEMBERS 15 " GLU- LNII.ITATED 11000 DENTS, 00110LAS FIR COAST REGION, KILN DRIED, STRESS GRADE COMBINATION 24F (0.2400 PSI). GLUE SHALL BE CASEIN SITU 1012 INHIBITOR.' BOTTOM LM' TO BE FREE OF UNSOUND KNOTS LARGER TIIAII 1/2" DIAMETER. GLU -LAP( FABRICATOR TO PROVIDE TOP TEIISION LAMS AT CANTILEVERS. MATERIALS MUST BE OBTAINED FROM Al) APPROVED. FABRICATOR. PLYWOOD II" CDX, 5 PLY ON ROOF (UDC IDEN'T'IFICATION INDEX 32/160: 3/4'I TPA ON MEZZANINE FLOOR (UDC IDENTIFICATION INDEX 40/24);.1/2 ", C -U (UDC IDBIRLNFICATIDII 111DEX 24/0) ON HALLS. !AILING SHALL OE AS INDICATED 011 PLAIT. CONTRACTOR IS TO CALL EIIGIIIEER`FOR_IIISPECTIOR OF ROOF DIAPHRAGM. PRIOR TO ROOFING. , PRECAST WALLS MTA)RC LIFTI116 STRESSES ARE TO BE CHECKED BY COIITRACTOR•AND 'HIE STALL PROVIDE REINFORCING STEEL AS REQUIRED FOR !MS METHOD OF MNOLIRO AND ERECTION OF PRECAST PANELS. USE STRDIIG- • BACKS AS REQUIRED AT EXCESSIVE PANEL 'OPENINGS. COIITINIIOUS. GROUT BETWEEN PANELS AND FOOTINGS TO DE A TYPE. • SPEC(AAII,, CONDITIONS ,T: - CIJCCTRACTOA SHALL VERIFY AL). DIEIPt cuvw 'D FTCIS SHOLLL Tom✓): .. A HOBi()G All tlrC0115' tRIR;1 t01I7"'COtIRACtDN,SIMLL EIIGITIE ; ^• - .-y,. OF ALE FIELD CiliDwo3 PRIOR TO LLATIOIL__ CNICAETE- FORVRECAST.IIALLS.SIIALL BE SUPCRV $ MIT `3' SETS OF SOOP.DRADINGS APPROVAL PRIOR TO FABRICATION FOR: RIO - LNIS, MISC. INSPECTIONS ' VUUNIAMIC CONCRETE: AS REQUIRED BY LOCAL AGENCY. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP, VERIFY ALL FORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK RED COVER. PLYWOOD DIAPHRAGM: NOTIFY ENGINEER FOR INSPECTION PRIOR'TO ROOFING. : Y .S . SPECIAL NOTE I. II0705AIIICAL, ELECTRICAL, SPRINKLER LIMES, CEILINGS, ETC. SHALL BE SUPPORTER BY THE 2x4 STIFFENERS. 2. 110 11AIIT SPRINKLER LIMES SHALL BE IIUIIG FROM TIE 4x PURLIH5. 'BRANCH LINES (2" MAXIM' DIAMETER) MAY BE SUPPORTED FROM PURLIHS. 3. ''THERE IAIII SPRINKLER LIMES ARE TO BE SUPPORTED, 000 PURLIHS. RIO 01 IIIKIIIIA 1 It III) I/ J1111 lb tlRPl i0Cerveb GIl V OP TRNWICA JAN 0 8 )ggy PERMIT CENTER G.E.ANJGF.Q:. aL D'G, k_EwI' !F�t r L; f TUKI..II L.p `PIA.SNINC'ATC]I.1 S i • • . ia• 4 I ,(--- .......„ FZ t.4 r22. fs ` I 1 • 1 i 1 ,.,..... N) 0 v AI co x L . 44.4 CN/ 2' - S. H 5 04 t _ 4 Ad OR.A4,1 • • • Zs4. ° R. 4 Ai N N ,4a L .1 °9 4- 4t(:. 1,(.' •/ 8 \Ai,' 5/h1FEO.,/ /484-/Cit'A , HAJCI,C.S, ER, 11.,',0 :• 9 /RC) (0 F =NP.11 IN I /='\ 1\..1 LEVA Ttor.1.3 7 THE 11"11 A._ CCA 7/CIATE TA5 7 - Y to t-//L ( /Z" 1 TEe.1 Lt/ THc.k..5 73 4.) zx 0.6• • - I (7 , • ex A, H5 2.E Q- I 4 (.10 WALL srw,J ie..Z.L. ANN-- 204 ;751 MEZZANINE FRAMING FLPNN ) Tor. T 5.4 ) 1 S. • / (J (2. PA.'. 1.t. t•-1 e 1 Co ATC. NORTHWEST t62[;:5 (.1 Z ENGINEERS - NORTHWEST INC, P.S. °MOULTON° moment( 080°V1000LANINNVO, NA • 66ATTLE.WASIIINOTONNI116.12051676.7500 I 4.75 E.2.(t, t•-•' C a I- k: ■T JO;o41 R:CA:)= if " cITY JAN0 8 1999 PERMIT CENTER S2 IH e 4 ri ', r (?] .7 1 VI N i I ;,' 4e ,z4'n, .../5• nit- • e 2_,T." 45 • .t_....sj fr-.5 ia• 4 I ,(--- .......„ FZ t.4 r22. fs ` I 1 • 1 i 1 ,.,..... N) 0 v AI co x L . 44.4 CN/ 2' - S. H 5 04 t _ 4 Ad OR.A4,1 • • • Zs4. ° R. 4 Ai N N ,4a L .1 °9 4- 4t(:. 1,(.' •/ 8 \Ai,' 5/h1FEO.,/ /484-/Cit'A , HAJCI,C.S, ER, 11.,',0 :• 9 /RC) (0 F =NP.11 IN I /='\ 1\..1 LEVA Ttor.1.3 7 THE 11"11 A._ CCA 7/CIATE TA5 7 - Y to t-//L ( /Z" 1 TEe.1 Lt/ THc.k..5 73 4.) zx 0.6• • - I (7 , • ex A, H5 2.E Q- I 4 (.10 WALL srw,J ie..Z.L. ANN-- 204 ;751 MEZZANINE FRAMING FLPNN ) Tor. T 5.4 ) 1 S. • / (J (2. PA.'. 1.t. t•-1 e 1 Co ATC. NORTHWEST t62[;:5 (.1 Z ENGINEERS - NORTHWEST INC, P.S. °MOULTON° moment( 080°V1000LANINNVO, NA • 66ATTLE.WASIIINOTONNI116.12051676.7500 I 4.75 E.2.(t, t•-•' C a I- k: ■T JO;o41 R:CA:)= if " cITY JAN0 8 1999 PERMIT CENTER S2