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Permit M99-0184 - XEROX
M99 -0184 6400 Southcenter Blvd. Xerox City of Tukwila( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Address: 6400 SOUTHCENTER BL Location: Parcel #: 000320 -0003 Contractor License No: MACDOM *248J9 Permit No: M99 -0184 Type: B -MECH Category: NRES Permit Center Print Name: ! /m`/ 0,1v61i1T MECHANICAL PERMIT REPLACE EXISTING ROOFTOP PACKAGED UNIT AND CURB. thorized Signature Date (206) 431-3670 Status: ISSUED Issued: 11/02/1999 Expires: 04/30/2000 UMC Edition: 1997 Valuation: 86,000.00 Total Permit Fee: 46.50 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. TENANT XEROX Phone: 6400 SOUTHCENTER BL, TUKWILA, WA 98188 OWNER XEROX CORPORATION Phone: (714)565 -1435 1851 E FIRST ST STE 460, SANTA ANA CA 92705 CONTACT TONY DIAZ Phone: 206 -768 -4118 7717 DETROIT AV, SEATTLE, WA 98106 CONTRACTOR MACDONALD MILLER CO Phone: 206 763 -9400 7717 DETROIT SW, SEATTLE, WA 98106 ******************************************** *** * *** * * * * * * * * * * * * * * * **** * ** ** Permit Description: **•******************'*********************** * * * * * * * * *** * * * * * * * * * * * * * * * * * * ** 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.�j 1 - Signature: �"� Date: /1 / //9 Title: 4 i'1// 1 , ASS /ST CITY OF TUf WILA Address: 6400 SOUTHCENTER BL Sl.iite.: Tenant: XEROX Status: ISSUED. Type: B-MECH Applied: 09/ ^.,0/1999 Issued: 11/02/1999 Parcel #: 000320-0003 Issued: < kkk*• k** A****• k• k• k• k• k**• k• kk• kk •k *k•A•k **k•kA***•k•k•kk•kk* loft• kk •k *•k'k•k*•kk•kkk•k * **kkkk•k All"•k *kk Permit Conditions: 1•'. Plumbing permits shall be obtained through the Seattle -King County Department of Public, Hea l th . ' Plumbing will be inspected by that agency, including al l>; °gas,.. piping (296-4722). 2. :Electrical permits', shall be obtained through the Washington, State Division of Labor and Industries and all electrical work; w i l l be ;.inspected by that agency (248 - 6630) y. Readily accessible 'access to roof mounted equipment required: 4'. No changes will be made to the plans un l ess approved by the Engineer and the Tuwila Building Division 5. All permits, inspection ' records, and approved plans shall `;?be available at the Job site prior to the start of any con- struction. These documents are to be maintained `and "'avail- able until final inspection approval is granted. 6. All construction to be done An conformance with approved plans and requirement_ of the Uniform B u i l d i n g Code (1997. Edition) as amended, Uniform Mechanical Code (1997 Edition) anc1 'Washington State Energy Code`. (1997 .Edition) I Validity of Permit. The 'i ssuance of a permit or approval a ;plan, specifications, and computations shall not be con- strued to be ra 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 tire` provisions of this, code , shall be valid. 8. Manufacturers installation instructions, required on site for the, bu i l d i ng inspectors review. Permit No: M99-0184 Project Name/Tenant: Description of work to be done:,.., n - j2CP6va - cam E i5T'G 0P1 6' l'Acic I - CrE� Jr.-' _ (r" 4 N 0 � c72-17 Valu of Construction: , Site Address: City State /Zip: 6 VD 0 Sour�w c cryn =iz $LVp Tax Parcel N ax Number: 6 3 Z 0 0 o 0 .? Property Owner: Phone: Street Address: City State /Zip: Fax #: Contact Person: ,-- /UAIY /A � City /State /Zip: Phone: , (2 6 76 V - I/ a Street Address: - 77/ 7 De Re r , City State/Zip : — f j - Kr /'G Fax #: E) 76 S -'( 9 Contractor: ,4c Parr - , P c - p ticc..L.Ef1.. C. . Phone: 6 E) 76 2, — c/f 8 Street Address: _ - 77/ / f � f-, Ave- State /Zip: <� 'i17iG� GJf�' I8/ 06 Fax #: C Z , N C) 76 ' - Le / f q 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:,.., n - j2CP6va - cam E i5T'G 0P1 6' l'Acic I - CrE� Jr.-' _ (r" 4 N 0 � c72-17 ��11 Will there be storage of flammable /combustible hazardous material in the building? to yes is, no -- Attach list of materials and st�ora elocation on serrate 8 1/2 X 11 a er indicatin uantities & Material Safety Data Sheets LJ Above Ground Tanks LJ Antennas /Satellite Dishes Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence 0 Mechanical ❑ Manufactured Housing- Replacement only Q Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ 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 APPLICANT REQUEST. FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelizatlon /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load /Hauling WATER METER DEPOSIT /REFUND BILLING: Name: Address: Datea 11 •' c ='ted: CITY O '"UKWILA Permit Cente 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Phone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. DaSp Applfjatiorlt: en ilflals) BUILDING OWNER OF? AUTHORIZED AGENT: Signature: �� � Date: 9,30 .-- 9 9 Print name: -- T 0 P lo�'-76 F . 6 ' D/11. - 9 (18 _768 _ i 1 ? Address: r , - 27/ 7 ��t✓ i / �L � /r /"r (/G City/State/Zip: �G4 �J"L E.; Gtr/ -1 /0 6. O 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 - Antennas /Satellite Dishes Submit checklist No: M - 1 0 ' Awnings /Canopies - No signage Commercial Tenant Improvement Permit Bulkhead /Dock Submit checklist No: M -10 0 Commercial Reroof Submit checklist No: M -6 d Demolition Submit checklist No: M -3, M -3a CI Fences - Over 6 feet in Height Submit checklist No: M -9 0 Land Altering /Grading /Preloads Submit checklist No: M - 2 0 Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H - 17 Mechanical (Residential 4 Commercial) Submit checklist No. M -8, Residential only - H -6, H -16 0 Miscellaneous Public Works Permits Submit checklist No: H - 9 0 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M - 5 0 Moving Oversized Load /Hauling Submit checklist No: M - 5 0 Parking Lots Submit checklist No: M -4 0 Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 0 Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 0 Temporary Pedestrian Protection/Exit Systems Submit checklist No: M - 4 O Tree Cutting Submit checklist No: M - 2 ALL MISCELLANEOUS PERN►r APPLICATIONS MUST BE SUBMIT / WITH THE FOLLOWING: ➢ ' tL ibiTAWINtS 3k1 14 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND l AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 t r.• • * + ki, . ✓ Working Drawings Floor plan ,/4 -AL A/oak 0,1_ 72‘r - R e s - ec.n -c / System layout / v,4- / Elevations (for roof mounted equipment) and proposed screening 4 1— Heat Loss Calculations — A 44 - -- p- ,nc%3 c - - e- -.t" - 'r / Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504(e)) H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut -off and will be routed to the Fire Prevention division for additional comments, code section Uniform Mechanical code 1009. • Rating /Size ✓ Document Requirements Documentation or specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required to replace existing roof equipment weighing 400 pounds and greater (Uniform Mechanical Code Section 2336(a)) rr- Water heaters and vents are included in the UMC - please include any water heaters or vents being installed or replaced. 4 1— Structural calculations stamped by a Washington State licensed Structural Engineer shall be required if structural work is to be done • Rating /Size it Working Drawings On 8 1/2 x 11 sheet of paper include the following: Narrative of work to be done (i.e., changeout, replace existing equipment, modifications, etc.) • Type of unit being Installed • Rating /Size • Number of units Provide 2 sets of manufacturer's installation instructions Note: Water heaters and vents are Included in the Uniform Mechanical Code - please include any water heaters or vents being installed or replaced CITY OF T( 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 MECHANICAL PERMIT k M -8 Submittal Checklist Miscellaneous Permits COMMERCIAL: Four complete sets of drawings and attachments required with application submittal RESIDENT/ ' ): Four complete sets of drawings and attachments required with application submittal •, • '""74 A*A.4.4* C ITV OF ruKwiLA WA 11;AME011 *49AA-44.4*4* '4IA** ,i.k*.i***4 4.1A+A*****A4.A.44 IKANSMIT Numberf, R9000100 Amourit'4 46.50 11/02/99. .044 Pmont Method: CHECK Not;ation: (ACDONALI) MILLER Init: 'r_11 -,•••••-.- •••,~•.••••••• Permit No M9 Tvoeg ll-MECH MECHANICAL PERMIT Parcel Na; 000320-0003. Addresv.: (;400 !.30UTHCENTER Bt. Total F005: Pvvmerit 46.50 Tc:tal ALL Fmtv): 46—'210 .00 4,).4447%-**A4*Ait.A40 Account Code' 0e9ci—iption • 0 ' PLAN CHECK - NOhkES.; 000/322.100 MECHANICAL - NONREG Amount 9..O0 7 Project: ��L T rU Type of Ins tion: It (� I llq00 / � 1. 0 Da calle ' -2-i Special instructions: c.- f...e Date wanted: )4 / a, m Requester: ` Phon0_57y d.3 31 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: t. INSPECTION RECORD Retain a copy with permit PERMIT NO, (206)431 -3670 Corrections required prior to approval. Date: j 34 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No: Date: Prot ct: Typ f Ins cypn: ` i , y� ` IJ/' f A dr e Da d: syqq pedal instructions: "Si:;) Cam'' („�''� Date wanted: J I g/ / / a.m. p.m. Requester: /� Pho _ n _ e 2 : �] /f 1� INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: € ifr G 9 .P 7 t f , ( '? Inspector: Date: PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval.. 1 El $47.00 REINSPECTIO iE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project Name X E R Address " Y () ) SA Suite # >t Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: / Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: INALAPP.FRM City of Tukwila Fire Department / TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM FA) Authorized Signature D Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief `gin Permit No. /AI:- (5/2? 2 T.F.D.. Form F.P. 85 Noarrnuartnrc .Statlnn. 444 Andnvor Park Pact • Tukwila_ Wachlnotnn O111A11 • Phnno. /91M) S7. AA/Je • A9 v. /91)A) 4 7C - AA 20 • • September 11, 1999 MacDonald- Miller Co., Inc 7717 Detroit S.W. Seattle, WA 98106 -1903 ATTN: Ken Pinchiff RE: Xerox -- Tukwila, WA AC -1 Replacement Ken: Based on the information you provided, we have reviewed the proposed AC -1 replacement for the above referenced project and have determined that the existing unit supports are adequate. The stresses on the existing unit supports are within the allowable stresses. See calculations. The unit seismic attachment per your sketch, dated September 24; 1999, have adequate capacity also. Note that the new AC unit weighs less than the existing unit. Please call if you have any further questions. Sincerely, ENGINEERS NORTHWEST, INC. P.S. Gilbey Lalas Project Engineer GL:jl M%) ENGINEERS NORTHWEST, INC. PS. - sTRUCTURA). ENGINEERS iyYO WOOOLAWN AVENUE N.E. BEAMS. WA 80115 (206) 625.7560 FM (206) 522.616 ZOOM ONI YN8 0699 ZZ9 9oz WA Re :9T 66/0Z/60 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 JOB No '3JD0/oa JOB NAME , l 2- 4' ' I u I L S i ) DATE 1 L`-7 -' cj q SHEET OF BY SUBJECT AC- — I f` �' nAL 1-4ST' £0 012) NJ <D ® _o 0 CD es. z� Uh iT (fttallirr % 12 i u ( . + ,,Se.2 C INA 17, ' ) 12.,00 / 7-c i = I li O . r o L (� L.0,64:) tr, 0'45 Ts.A c ) VA - •-OA1:1) rte, , � �--- Q� 1 9.44 ' 0 Zoo .......,..- r..,+.- r,.�....w : r_ bm- m. nra±- r�� :•.�L•riirik:- yntu- ++n•nror..:. cAA 3NI ANS 9899 ZZ8 . 90Z XY.d 9C :a1 88 ,'9Z /80 ENGINEERS-- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N,E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 _ Joe No 99 0oo /o2 Jos NAME - 7P-^'‘ 2 X ` I U I 4 A L -A DATE 9-21-9/ SUBJECT A P001$] i x � 520 d .o v 3o uL. 1� = 1y, 4 14 ' 0 0 40* l.44 4.3 AD z _ efir4 tro L VS = 4o x �- t C_ 4bo . n.+.....1.-1•• , w. •w.SYM'.Y'N∎00•It•t,w`.wni.v/.. SHEET Z OF BY 3M1 YNS 9899 ZZ9 90Z XV.J 9C :9t 86 /9Z /80 RISA-2D (R) Version 4.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 — Seattle, WA 98115 ========== = = == Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Do Redesign Yes P-Delta Analysis Tolerance 0.50 = = = Joint Coordinates > Joint X Y Joint No Coordinate Coordinate Temperature ft ft or 1 0.000 0.000 0.00 2 19.500 0.000 0.00 < Boundary Conditions > = Joint + Translation + No X Y Rotation K/in K/in K ft/rad 1 Reaction Reaction 2 Reaction __.. - = = = = == == ====< Members >., Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I-End J-End Label NI Length in in ft 19.50 Basic Load Case Data>====.0==================..= Basic Load Case Load Type Totals Description Nodal Point Dist. BLC No. 1 1 2 SEC BEAM 1 2 BEAM 2 3 BEAM 3 4 BEAM 5 1 1 2 1 1 2 Job : Page: 1 Date: 9/28/99 File: ================== 2 2 2 1 2 1 2 2 ==== < Member Point Loads, BLC 1 > Joints Member I 3 Direction Magnitude Location K,K ft ft or V - 0.520 9.750 - 0,160 0.750 9004t °NI MN3 9099 ZZ9 90Z WI Rg:9I 00/9Z/00 RISA -2D (R) Version 4.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 98115 Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern I J Label Multiplier Member 1 1 Member 1 1 Member. 1 Member 1 1 Member 1 Member 1 1 Member 1 1 1 1 Joints I J Direction Magnitude Location K, K -ft ft or 1 2 Y -0.520 9.750 1 2 Y -0.160 0.750 Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern I J Label Multiplier 3. Joints I J Joints I J 1 1 1 1 2 2 2 Joints I J 2 2 MECH UNIFOR1 Direction Magnitude K, K -ft 1 2 Y -0.640 1 2 Y - -0.160 1 2 ITNI FOR2 Direction Magnitude R, K -ft 2 Y - 0.160 2 Y -0.160 MECH IINIFOR1 1.0000 1.0000 c Member Point Loads, BLC 2 > UNIFOR2 1.0000 c Member Point Loads, BLC 3 < Member Distributed Loads, BLC 3 > Joints Load Pattern Pattern I J Label Multiplier 1.0000 < Member Point Loads, BLC 4 > Member Distributed Loads, BLC 4 Load Pattern Pattern Label Multiplier 1.0000 1.'0000 Job . Page: 2 Date: 9/28/99 File: ____ =__ Location ft or 6 9.750 0.750 Location ft or % 9.750 0.750 >===-^= __= _ = = = == = = = =_= ====110114==== 900IJ O1,17 YNa 9099 229 902 YV1 6£ :9T 6B /9Z /00 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 98115 Pattern Label Dir MECH Y UN I FOl 1 Y UNIFOR2 Y Member 1 1- 2 1 2 3 4 5 < Member Joints Section I - J 1 1 2 1 2 3 4 5 = - - -< Load Patterns Magnitudes Start End K/ft,F K/ft,F -0.160 -0.160 -0.200 -0.200 -0.080 -0.080 RISA -2D (R) Version 4.01 c Reactions, LC 4 : TOTAL LOAD + Moment Mz K -ft 0.00 0.00 Joint + Forces No X Y K K 1 0.00 3.35 2 0.00 2.43 Totals: 0.00 5.78 Center of Gravity Coords (X, Y, Z) (ft) Member Section Forces, LC Member Joints Section I - J Axial K 0.00 0.00 O .00 O .00 O .00 Axial Ksi O .00 0.00 0.00 0.00 0.00 4 : Shear K 3.35 1.44 -0.48 -1.45 -2.43 Stresses, LC 4 : TOTAL LOAD BM 5 > Bending Top Ksi - No Caic- Shear Ksi 4.02 1.73 -0.57 -1.74 -2.91 Job : Page: 3 Date: 9/28/99 File: == 7.838, TOTAL Locations Start End ft or % ft or 6 - -- 0.000 9.750 0.000 19.500 0.000 19.500 EM 5 > = = == = == == = 0.000, 0.000 LOAD BM 5 >_= _== = = =e= = === Moment K -ft O .00 -11.41 -14.15 -9.45 O .00 = = Bending Bottom Ksi Looa ONI YN7 9099 ZZ9 ` 90Z nal B9:9T 86 /9Z /80 RISA-2D (R) Version 4.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 - Seattle, WA 98115 Joint No 1 2 ==. Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Do Redesign Yes P-Delta Analysis Tolerance 0.50' X Coordinate ft 0.000 19.500 Joint + Translation No X K/in K/in 1 Reaction Reaction 2 Reaction < Boundary Conditions Rotation K ft/rad =====.--.= < Joint Coordinates > Y Joint Coordinate Temperature ft 0.000 0.00 0.000 0.00 ================================< Members >======-= === Memb Joints Rotate Section Releases Offsets No. BLC No. Member 1 1 900121 J 90° Set I:AVM J:AVM I-End J-End in in - 1 1 2 SEC Job : Page: 4 Date: 9/26/99 File: Basic Load Case Data 1 BEAM 1 2 BEAM 2 3 BEAM 3 4 BEAM 5 =---====< Member Point Loads, BLC 1 › Joints J Direction Magnitude 1 2 Y -0.520 1 2 Y -0.160 2 2 2 2 Location ft or % 9.750 0.750 ==== Basic Load Case Load Type Totals Description Nodal Point Dist. Inactive? Label 4 Length ft---- 19.50 ============= 2 1 1 2 == ONI N5 9099 ZZ9 90Z XVd 02:9T 00/9Z/00 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 98115 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member. 1 J Label Multiplier 1 1 2 MECH 1.0000 1 1 2 UNIFOR1 1.0000 1 1 800 @] RISA -2D (R) Version 4.01 1 2 UNIFOR2 1.0000 < Member Distributed Loads, BLC 3 >_ - -_ Joints Load Pattern Pattern Member I J Label Multiplier 1 2 UNIFOR2 1.0000 1 1 2 MECH 1.0000 1 1 2 UNIFORI 1.0000 Job : Page: 5 Date: 9/28/99 Pile: Joints Member I J Direction Magnitude Location K, K -ft ft or a 1 1 2 Y -0.520 9.750 1 1 2 Y -0.160 0.750 Joints Member 1 J Direction Magnitude Location X, K -ft ft or t 1 1 2 Y -0.640 9.750 1 1 2 Y -0.160 0.750 7 < Member Point Loads, BLC 2 >__ -__ < Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern Member: I J Label Multiplier < Member Point Loads, BLC 3 >_______ _ - - ======= =======================‹ Member Point Loads, BLC 4 >________ __ Joints Member I J Direction Magnitude Location K,X -ft ft or t 1 1 2 Y -0.160 9.750 1 1 2 Y -0.160 0.750 ________ -_ < Member Distributed Loads, BLC 4 >_____________ Joints Load Pattern Pattern Member I J Label Multiplier ONI YNB 9099 ZZ9 90Z IV. Ot:97 86 /9Z /80 __ Pattern Label Dir MECH Y UNIFORI Y UNIFOR2 Y Joint + No 1 2 Totals: Center of Member 1 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 96115 X K 0.00 0.00 0.00 Gravity Coords 1- 2 1 2 3 4 5 == = = = =__ = < Member Member Joints Section T - J 4 1 1 2 1 2 3 4 5 RISA -2D (R) Version 4.01 _ - -< Load Patterns Magnitudes Start End K /ft, F K/ft,F - 0.160 -0.160 - 0.200 -0.200 -0.080 -0.080 Reactions, LC 3 . TOTAL LOAD Forces + Moment Y K 1.25 1.11 2.36 (X,Y,Z) (ft) O .00 0.00 O .00 O .00 O .00 < Member Section Forces, LC Joints Section I - J 4 Axial ... ....... .._. n... v.+, w•, ra„« rnM. e41' rtSwILF.^} f.' ZiAk+' I`{. k11:. P% S?� Y6CS197 ?'G�S Mz K -ft 0.00 0.00 3 : TOTAL LOAD BM 3 > Shear K Job : Page: 6 Date: 9/26/99 File: 9.095, 0.000, 3.25 0.70 -0.33 -0.72 -1.11 BM 3 >= = = =11= = = = == Moment K -ft O .00 -4.50 -6.98 -4 .44 O .00 Stresses, LC 3 : TOTAL LOAD BM 3 >== Bending Top Ksi - No • Calc- Axial Ksi O .00 0.00 0.00 0.00 0.00 Shear Ksi 1.50 0.84 -0.39 -0.86 -1.33 Locations Start End ft or % ft or % - -- 0.000 9.750 0.000 19.500 0.000 19.500 0.000 Bending Bottom Ksi =m =a142123r OTO4N DNI YN8 9089 ZZ8 80Z YV8 Oti :8T BB /8Z /BO RISA-2D (R) Version 4.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 98115 Units. US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Do Redesign Yes P-Delta Analysis Tolerance 0.50% Job : Page: 7 Date: 9/26/99 File: =-‹ Boundary Conditions ›-=----=---== Joint + Translation No X Y Rotation K/in K/in K ft/rad 1 Reaction Reaction 2 Reaction 1 BEAM I. 2 2 2 BEAM 2 2 1 3 BEAM 3 2 1 4 BEAM 5 2 2 Joints Member I J Direction Magnitude Location K,K ft ft or % 1 1 2 Y -0.520 9.750 1 1 2 Y -0.160 0.750 = === == = = ===== = == = ======== = = == = = = = = = == = = = = = c Joint Coordinates > = ======= Joint X Y Joint No Coordinate Coordinate Temperature ft ft oF 1 0.000 0.000 0.00 2 19.500 0.000 0.00 ================================< Members >==================== Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I-End J-End Label lb Length in in ft---- 1 1 2 SEC 19.50 . Basic Load Case Data > =.====== BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. Member Point Loads, BLC 1 > == = = = CX = = ONI ANH 9699 ZZ9 90Z TM Win 66/11Z/60 RISA -2D (R) Version 4.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 98115 1 1 2 MECH 1.0000 1 1 2 UNIFORI 1.0000 Job . Page: 8 Date: 9/28/99 File. 10 _ =_____ < Member Distributed Loads, BLC 1 > _ Joints Load Pattern Pattern Member 1 J Label Multiplier < Member Point Loads, BLC 2 > = = = = = = =_ Joints Member I J Direction Magnitude Location K, K -ft ft or % 1 1 2 Y -0.520 9.750 1 1 2 Y -0.160 0.750 =______< Member Distributed Loads, BLC 2 > __ _ Joints Load Pattern Pattern Member 1 J Label Multiplier 1 1 2 UNIFOR2 1.0000 ___ =__ < Member Point Loads, BLC 3 a = -___ _ =__ Joints Member I J Direction Magnitude Location K, K -ft ft or t 1 1 2 Y -0.640 9.750 1 1 2 Y -0.160 0.750 _- -< Member Distributed Loads, BLC 3 > _________ __ _ ___ Joints Load Pattern Pattern Member I J Label Multiplier 1 1 2 UNIFOR2 1.0000 < Member Point Loads, BLC 4 >= = = Joints Member I J Direction Magnitude Location K, K -ft ft or % 1 1 2 Y -0.160 9.750 1 1 2 Y -0.160 0.750 == == < Member Distributed Loads, BLC 4 > = == = = =__,_- Joints Load Pattern Pattern Member 2 J Label Multiplier Z101 j 1 2 MECH 1.0000 1 1 2 UNIFORI 1.0000 ONI ANN 9099 ZZ9 90Z IVA WWI 00 /9Z /00 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 96115 == = = = = = = = = = = = = =< Member RISA -2D (R) Version 4.01 _ - - -- _ < Load Patterns > = = = = = == _ Pattern Magnitudes Locations Label Dir Start End Start End K/ft,F K/ft,F ft or % ft or % - -- MECH Y -0.160 -0.160 0.000 9.750 UNIFOR1 7 -0.200 -0.200 0.000 19.500 UNIFOR2 Y -0.080 -0.080 0.000 19.500 _____________< Reactions, LC 1 : TOTAL LOAD BM 1 > Joint + Forces + Moment No X Y Mz K K K -ft 1 0.00 3.53 0.00 2 0.00 2.61 0.00 Totals: 0.00 6.14 Center of Gravity Coords (X, Y, Z) (ft) : 7.950, i<en a,*∎1 1. 11NK /.,t+'I, M.0!,, tay,; Job : Page: 9 Date: 9/28/99 File: Member Joints Section I - J 4 Axial Shear Moment K K K -ft 1 1- 2 1 0.00 3.53 0.00 2 0.00 1.62 -12.29 3 0.00 -0.66 -15.90 4 0.00 -1.63 -10.33 5 0.00 -2.61 0.00 l 1 0.000, 0.000 - - -_ < Member Section Forces, LC 1 : TOTAL LOAD BM 1 >_== Stresses, LC 1 : TOTAL LOAD BM 1 > = = = = = = == Member Joints Section Bending Bending I - J 4 Axial Shear Top Bottom Kai Kei Ksi Ksi 1 1 2 1 0.00 4.24 - No Calc- 2 0.00 1.94 3 0.00 -0.79 4 0.00 -1.96 5 0.00 -3.13 ZT ONI MNS 91399 ZZs 90Z . 66 /QZ /60 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No 91 Joe NAME ' P »' ` 71*-tott..A SUBJECT SHEET. OF BY A �C L = l, = 103 +, � �� = r str. &Co ; 1,etv �C o -1- = 4is.283 73.07-12, j1 . am I . m 4 M 41 0,71 )C A.c'g I 2q Jb. - J 1 961 1 1k: z, 0q • 0.71 / k,P4 z 1 i 1 1 ati" s et, B ! J d - f3D • 1.( ? I S.bL rt r. t f. ( cob ) ti ti cr‘c 114 = 6. 2 ° t ? IY . a1 k.4 r« 3.3z. Jb. dNr 33'2. 1 ice' X 73 .ate �SZ f Ira? = 7 74 / ! < ;n r DATE 6TOfj ONI YNS 9699 ZZ9 90Z Yy.1 71g ELA C. 4t-11 TP :9T 66 /6Z /80 ENGINEERS " - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 - (206)525 -7560 - FAX * (206) 522 -6698 JOB No ` 190oO1t, Z JOB NAME 9 TO 0)C — 'f"1.1 .i t DATE SUBJECT SHEET 4 .3 OF BY O • M 4 1 - . -- ' 9 g- , 7(9 0 Jk - 4,e Z, r- - 1 Z r b !L. . 6z7619 = �� lo 7 s.g2 �• `r ( 1b /. =-.? 9.3 41.4 < rd, ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 JOB No 9°.C'ooIO Joe NAME X ,1C ^ j! r4'1t'(1 --A SUBJECT ~C, —) 12- FL-,4%.1....V1- 9T0IJ S I'SY 1 lC'� ra . c z • s > to. n &. x 1 . 0 ) ( I. o.) 4- 1) 0, 0 ( . z /,.4 o . €36, to ,, L IT 'Je1C-tt1' : D 8(U (11,0 - ) iti �7 (• a M orrw ' C3ox '7.0' = 22 14, 0.$C Me4tity 1 11 0-1 YD k = 3 el$ k 1 - t - uP = 6(2.2 4S, �1rT 9.o' 2.s14- 4a s 4 la (It% lam L 16y A 4o L-3/1341 � L @ 44"-AD e 53 0 / .ss 7 j s e v� �a - 1`7..1 x 1'8 set- r' < • 7 r -'° rer4 T Tro o,.-x CAA - is .S n . 2 70 cwwN cI .s z- 11.) •74. S 2 1.0. ant DATE �� 07 -9 SHEET / 1 OF BY ONJ ANS 9899 ZZ9 90Z IVA Tt:9T 08/9Z/00 I 1 l 1 I AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS GAUGE METAL i NOTATION SCREW PROPERTIES THICKNESS ,Number Designation Nominal Dia., d, in. Gauge Thickness (in. ) d = nominal screw diameter dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 diameter, but not larger than 1/2 "(5/16 "MIN) # 3 0.0990 22 ga. 0.0283 FS = factor of safety = 3.0 J # 4 0.1120 20 ga. 0.0346 Pas= allowable shear force per screw # 5 0.1250 16 ga. 0.0451 Pr's= nominal shear strength per screw # 6 0,1380 16 ga. 0.0566 Pa,= allowable tension force per screw # 7 0.1510 14 ga. 0.0713 Pnt= n ominal tension strength per screw # 8 0.1640 12 ga. 0.1017 Pte= pull -out force per screw # 10 0.1900 F =45ksi min. P pull -over force per screw # 12 0.2160 t, = thickness of member in contact 1/4" 0.2500 with the screw head Screw sizes smaller than # 2 or larger than 1/4" is = thickness of member not in contact are not to be used with the screw head j Fu' = tensile strength of member in contact with the screw head F ug = tensile strength of member not in contact with the screw head E4.3 Shear E4.4 Tension Pa. = P nu/3 i PQS = P n/3 For t2h1 < =1.0 Pas shaft be taken as the smaller of P.s shall be taken as the smaller of Pas = 1.4 (t23 d)112Fu Pull - Out Pas t 0.9 t, d Fu, P.. = 0.283 t2 d Fug P.. =0.9t2d Pull - over 1 Pas =0.5t,dwFu, For bit' •=2.5 Pas shall be taken as the smaller of P as = 0.9 t, d Fu, Pa. =0.9t2dFu2 1 For 1.0{ t2/t, -2.5 P.sshall be determined by the linear interpolation between the above two cases ALLOWABLE LOADS • qs YMrn!� GAUGE , ;rte 3' 1' -_- - - -... !�.✓Q ^ - ••- -_ __ T - -._ = :7. �� _- '�� -�5 • - _ I, SHEAR : :.. PULL-OUT• . • • - : PULL -OUT.: - : SfrEAgg•:.` 71411.:4bl i`.::.'.::OffEAKT. .I'u 1,0ifr • 7b.... ._..:: .75 .. : , : ::..:.. b . .. •.; :. :. ... 71- :.... : • ,',t'''.436.::-. _... • _.: ;';9p '_.. :_: = .. '',A33..:a:. 713''+:::' •13f: - ;- , _•'.fa@" "' :::s_ 111.::= :::'•.ifia_'.:. +':' -. 17:1,. = .`:''':`:` ::;6D ::' ::. ..:2D- :: =:•; • . :.•1pi.: t:. . ..,...16 ,,, ' .1 : ''' ::''.1 24 ` -` . ' :Ulti'.:;s': '. 1Z ::... . =161 ::: :: _ .. 61.''•`'.= •.:.1p :.:= ::'..::: . =,:; :.•'•= : 114::''. _ :.•.:;. 7Z : . : :. -':.::109'.`. . '''_T ::: 244 .;: :'. , :: . ... c .'..94:•.:".. 7 .: . :: ... ::: ; { ':.. : - -'1 , 79.7::',' ..; ..:1d_ , i ;` :3 " ,. . -':Miff ; :.`370; 7 . : - ...1 37: :: 7 -r : .144 =; : - ; . : 118: . .;:. .1 :... ' • ..° .. 191& ..rd - _... _..'179:: :: . :,WA. "... . .. <:fr1A : : : : :. 7.01A:: - ; - r:.12:;':_..•.'. B90':: ='. .` -:'Z80 _.:.:. • ::•:.:NIA.'::.: :'.. :.t4M -.' s ; . : `N[k_..':`. ::.':N1A`;' '_. ` :.Nli# ....:.... • .. -. ' ->t11S :1 - ' ' - x!ti- SCREWS TO HAVE 5116" MINIMUM HEAD DIAMETER. I ] Li 01Jj ENGINEERS- NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE. WA. 98115 Page 1 SHEET 15 OF 6/14/99 Screws -xis ONI MN3 8699 ZZ9 90Z IVA Zt• :9T 66 /9Z /60 Item Qt Desert tion Model Number Al 1 60 Ton Packa• ed VAV Rooftoe Air Conditioner SXHFC604 AUG -10 -99 TUE 03:04 PM Tag Data - Commercial Rooftop Air Conditioning Units XEROX Product Data DX Cooling Only With Extended Casing 60 Ton Unit 460 Volt -60 Hertz -3 Phase 100% Exhaust Fan - 20 Hp with Statitrac Building Pressurization Controls High - Efficiency Throwaway Filters 40 Hp - Supply Fan with Inlet Guide Vanes 0- 100% Economizer 2.00" Spring Isolators VAV - Supply Air Temperature Control with Hot Gas Bypass High Capacity Evaporator Coil Generic Building Automation System Module High - Efficiency Motors (Supply and Exhaust) Extended Grease Lines Access Doors Fully assembled Thycurb transition curb between existiint; Trans SAHA6004 curb and Now AC Unit LESS: 1) Disconnect 2) Smoke Detectors 3) Start-up and Test Mechanical Specifications - Commercial Rooftop Air Conditioning Units item: Al Qty: 1 General Unit will be specifically designed for outdoor rooftop installation on a roof curb. Unit will be completely factory assembled, run tested, piped, internally wired, and fully charged with R -22, and the compressor will be oil charged. Cooling capacity will be rated In accordance with ART Standard 360, Unit will have decals and tags to aid in service and indicate caution areas. Electrical diagrams will be printed on long life water resistant material and will ship attached to control panel door, Unit Casing Exterior panels have a minimum of 125 ounce zinc coating per square foot of steel, phosphatized and will be painted with an oven dried, water based enamel finish which meets a 672 how' salt spray test based on the ASTM BI 17 standard for salt spray resistance. Screws will be coated with zinc -plus -zinc chromate. Interior surfaces or exterior casing members will have 1/2 " Tuf Skin fiberglass insulation. Unit base will be watertight with 14 gauge formed load bearing members, formed recess and curb overhang. Unit lifting tugs will accept chains or cables for rigging. FLt7 ■ Furnished by 'Oar* /Installed by Mori Lifting lugs will also serve as unit tiedown points. Scroll Compressors Trans 3-D Scroll compressors will have a simple mechanical design with only three major moving parts and no suction or discharge valves. Scroll type compression and 3 -D compliance to provide a completely enclosed compression chamber with no leakage paths and the ability for scroll plates to separate, allowing liquid refrigerant to pass through without damage to the compressor. Trane 3-D Scroll compressor will include a direct - drive, 3600 rpm, suction gas cooled hermetic motor, centrifugal oil pump, oil sight glass and oil charging valve, Control of compressor will allow lead /lag of multiple compressors /circuits for even run time to increase life of compressors. Evaporator Coll internally enhanced seamless copper tubing of 1/2" O.D. will be mechanically bonded to heavy -duty aluminum fins of conflgurated design. Coil wilt be equipped with thermal expansion valves and factory pressure and leak tested at 300 psig. Trans Submittal PRO P. 02 August 10, 1099 Aluminum Fin Condenser Coil Configurated aluminum fin secondary surface will be mechanically bonded to primary surface of 3/8" O.D. seamless copper tubing. Subcooling circuits will be provided as standard. Coils will be factory tested at 450 psig air pressure and vacuum dehydrated. Control System The rooftop unit utilizes a DDC microprocessor control system which is suitable for CV and VAV applications. The control system is factory installed in the main control panel with the necessary Internal controls and run tested. Terminal blocks for field power wiring connections are standard, Units provide a location for a non -fused disconnect switch with an external handle for safety. Unit mounted microprocessor controls provide compressor anti -short cycle protection. The unit is equipped with a Human interface Panel With a 16 key keypad, e 2 line by 40 character English display to provide the operator with full adjustment and display of control data function. The unit controls can bo used as a stand -alono controller or as part of a building management system. Zone sensors are available in several Papa 2 of 13 NIqQ .hiacj AUG-10 -99 TUE 03:04 PM combinations and selectable features. Condenser Fans and Motors All condenser fans will be vertical discharge, direct drive fans, statically balanced, with steel blades and zinc plated steel hubs. Condenser fan motors wilt be three -phase motors with permanently lubricated ball bearings, built -in current and thermal overload protection and weathertight stingers over motor bearings, Supply Fans Supply fans will have two double Inlet, forward -curved fans mounted on common shaft with fixed sheave drive and will be dynamically balanced and tested in factory. Supply fan will be test run in unfit as part of unit test and unit will reach rated rpm before the fan shaft passes through first critical speed. Fan shaft will be mounted on two grease lubricated ball bearings designed for 200,000 hours average life. Fan motor and fan assembly will be mounted on common base to allow consistent belt tension with no relative motion between fan and motor shafts. Entire assembly will be completely isolated from unit end fan board by double deflection rubber -In -shear isolation, All supply fan motors meet the U.S. Energy policy Act of 1992 (EPACT). Variable Air Volume with inlet Vanes System Control The unit will be provided with ell the necessary controls to control /operate a variable air volume (VAV) rooftop from the discharge air temperature, including a discharge air microprocessor controller, a discharge air sensor, pressure sensor and inlet guide vanes. The microprocessor controller coordinates the economizer controls and the stages of cooling FLD ■ Furnished by Tame / Installed by Others XEROX FAX NO, with zone or outdoor air reset capabilities and an adjustable control band to fine -tune the control to specific applications. The inlet guide vanes are used with the VAV rooftop to control duct static pressure. Option includes vanes and static pressure controls. Forward -curved fans with Intel vanes are the most efficient way to mechanically modulate airflow. 100% Exhaust with Statitrac Two centrifugal fans mounted on a common shaft with fixed sheaves. The fan is factory dynamically balanced and tested. Shaft bearings are grease lubricated ball type designed for 200,000 hours average life. Fan motor and fan assembly are mounted on common base. Entire assembly is isolated from the unit by spring isolation. Statitrac, a differential pressure control system, compares the indoor building pressure to the atmospheric pressure. The exhaust fan Is turned on and the discharge dampers at the fan outlet modulates when the building pressure exceeds the specified deadband configured in the Rooftop Human Interface Control. All exhaust fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). High Efficiency Throwaway Filter Filters are 2" high efficiency media type with average dust spot efficiency of 25 -35 percent and an average arrestance in excess of 90 percent when tested In accordance with ASHRAE 52 -76. 0 •100 Percent Economizer Automatically modulating return and outside air dampers assist in the maintaining of the control temperature setpoint to allow "free" cooling. The economizer Is equipped with an automatic lockout when the outdoor enthalpyftemperature is not suitable for space temperature Pane Submittal P. 03 August 10, 1999 control. Minimum position is standard and adjustable with either the Human Interface Control, remote potentiometer, or through the building management system. A spring return actuator insures closure of the outside air dampers during shutdown or power interruption. Mechanical cooling is available to assist the economizing mode. Low leek dampers are standard with a leakage rate of 2.5 percent of nominal airflow of 400 Cfm per ton at a static pressure of 1 "w.c. Hot Gas Bypass Valves, piping and controls are all included to allow operation at low airflow, avoiding coil frosting and damage to compressor. Generic Building Automation System (GBAS) Modulo The GBAS module is provided for use with a non -Trane building management system. The module provides a binary input for Demand Limiting, four (4) analog inputs for setpoint adjustment and five (6) relay outputs for diagnostic reporting, Inputs can use a potentiometer or 0 -5 vdc signal, Extended Grease Line The extended grease lino allows greasing of the supply and exhaust fan bearings through the filter access door. Access Doors Hinged access doors provide easy access to service areas, These access doors feature double wall construction with dual density insulation sandwiched between 18- gauge and 20 -gauge galvanized steel panels for strength and durability. Temperature Thermlster The temperature thermister Is used to communicate temperature changes in either the Zone, Return Alr, Supply Air or Outside Ambient. Page 3of13 AUG-10-99 TUE 03:05 PM Unit Dimensions • Commercial Rooftop Air Conditioning Units Item: Al Qty: I 112G mmi NPT-F condonsa(a connociJan (both Woo) XEROX TOP VIEW FLA Fumis od by Tama / by Others Thus SUOMIfbl FAX N0. n >rr?'rTfta +pfyrayh7.CPXi:;stf4! J;°t. At1YFx:a'rtf ?f" Auousl 10, 1099 P. 04 Pogo 4 of 13 AUG -10 -99 TUE 03:05 PM XEROX Unit Dimensions - Commercial Rooftop Air Conditioning Units Item: Al Qty: I sin Fa4 Ui nied d ikirt S.7SNC a_ FLD n Furnished by Tian / Installed by Mors Trans Submittal FAX NO, TYPICAL ROOF CURB AND BASE PAN DETAIL rX+�• Mahar rorrtmx toirmy IFumishad sutth Wy unn east) Uttn0 Lig TYPICAL, PEDESTAL AND BASE PAN DETAIL ir f‘ww1tat P. 05 August 10, 1999 Pape 6 of 13 FAX NO. XEROX Unit Dimensions - Commercial Rooftop Air Conditioning Units Item: Al Qty: 1 AUG -10 -99 TUE 03:06 PM Nolnss: TONS UNIT OPERATING VOLTAGE RANGE. UNIT PRIMARY VOLTAGE UNIT HERTZ UNIT PHASE COMPRESSOR NUMBER 'TONS (EACH) (6) COMPRE55OPI MTCD LOAD AM'a (t:A01) LOCKED Aot UR AMra (EACH) SUPPLY FAN MOTOR NUMBER HORSEPOWER (EACH) SUPPLY FAN MOTOR FULL LOAD AMPS CONOENSOR FAN MOTOR NUMBER I IORSBPOWRR (EACH) CONOENSOR FAN MOTOR FULL LOAD AMP8 EXHAUST FAN MOTOR NUMBER HORSEPOWER (EACH) EXHAUST FAN MOTOR FULL LOAD AMPS ELECTRIC HEATER ELECTRIC HEATER KW ELECTRIC HEATER PULL LDAD AMPS FILTERS - TYPE FURNISHED NUMBER RECOMMENDI' 8IZE Cooling MCA = (1 25 x LOAD 1) + LOAD 2 + LOAD 4 Coding MOP = (2.25 x LOAD 1) + LOAD 2 + LOAD 4 COOil40 RDE a (1.6 n LOAD 1) + LOAD 2 + LOAD 4 FLO • Furnisl*d by Trani / fnsl!allod by Opfors ELECTRICAL / GENERAL DATA C W u Il4 1 High - Efficiency Throwaway Yes 26 16x2ax2 REFRIGERANT TYPE n - aa FACTORY CHARGE (CIRCUIT M1) (Q) 69 FACTORY CHARGE (CIRCUIT I2) (6) 09 60 414 — 00 460 GO 5 Circuit k2 4 kW 15 — 11.19 kW 27.9 170 400 — 29.8n kW 48.5 9 1.0 — 0.75 kW 1.8 1 20,0 — 14.92 kW 25.5 1. LOAD 1aCurrent of the largest motor (oompreeeor or fen motor); LOAD 2 -Sum of the currents of all ronminirlg moles; LOAD 3 Curran( of centric haulers LOAD 4 *Control Power Transformer (20.40 ton units add 3 FL amps for wire sizing formula, 50.75 ton units add 8 FL. amps) 2. For Electric Meal MCA, MOP, RD9 values, cotculalo for both cooling and floating modus. (When dotorminrng LOADS, tin comprosoore do not operate when the unit I in heating mods) 5,1(11oloCto0 Max Ovor Cur Is lose than the Min CV Ann). Ulan select the lowest naudmum hoe atze *Noble equal to or larger than Mu Win Cdr Amp, provided Uis selected fuse lbw does not exceed 600 amps. 4, If (he selected Raomrnended Dud Element fuse sew Is greater than the solucted Max Ovor Cur ?mention Woo, U,on select tllo Rocornmonoud Dual Element fuse slz value to equal the Max Over Protection voh e. 6, Compressor KW al ARI rating oonddlons dim? s7 -05 8. Refrigerant charge la an approx. va1ia. For a more precise vakse, too unit ncsrnnpINu and snrvic• insh u:{knsn P. 06 August 10, 1999 Mum SubmIbl Pape 6 of 13 ' AUG -10 -99 TUE 03:06 PM Weight, Clearance & Rigging Diagram - Commercial Rooftop Air Conditioning Units Item: Al Qty: 1 Total Unit Weight 8200 X /Y 4 i+' L • 7c0 4" / 4' *- -77 2 630 4" /112' a FLO o Furnished by Tana / installed by Othaa a 840 101'/ 4' 760 sot• /itr 267 718• CMsrano�Llns` a Front o/ unl XEROX 4 5 POINT W2IOHT8 Ih 270 167/ 4' 'x:57 FAX NO, 6 670 1117 " / 12' onlar a/ Cavity CENTER OF GRAVITY AND CLEARANCES aprondor Bar ` "�Cabin gimp 274• /4' RIGGING 7 1130 a 1010 274'/112' 0" ..-......... %rata my. ......... Ira..... NOTES: 1 Thu actual wuighl la atampra on file unit nOmuplalu. 2 Thu wmpht shown rupruvunt ate typical un11 operating walghlo for the unit soloctod 536' 1250 5 P. 07 August 10, 1999 10 1120 3261112" Tama Submittal - Pager at 13 AUG -10 -99 TUE 03 PM FLD w Furnished by Tame / Installed by O1heia XEROX Transition Curb - Commercial Rooftop Air Conditioning Units Item: Al Qty: 1 Trans Submittal FAX NO. P. 08 August 10, 1dti9 Papa 8 ot 13 I 1 K Mr AUG -10 -99 TUE 03 PM FLD w Furnished by Tame / Installed by O1heia XEROX Transition Curb - Commercial Rooftop Air Conditioning Units Item: Al Qty: 1 Trans Submittal FAX NO. P. 08 August 10, 1dti9 Papa 8 ot 13 r• AUG -10 -99 TUE 03:07 PM XEROX Accessory - Commercial Rooftop Air Conditioning Units 60 ton Fan Curves with Inlet Guide Vanes Item: Al Oty: 1 10.0 —_ 9.6 — 0.0 •• 1200 RPM 8.6 i00M�•� 6A �pslla� 7.6 _ 1100 RA1 66— .20MP' 6,0 1000 RPM 6.6 6.0 NO RPM 4.0 � iNn ; 3,5 _ ,7'M 3.0 r uor 2,6 - 700 RPM SA 000 RPM 1•6 _600 RPM 1.0 0.5 0,0 0 4000 40 Hr. :A HI' ' • .• LD a Furnished by Truro /Insta#od by Mom SUPPLY FAN CURVE with inlet guide vanes 00% worrnn Trans dulwnhW FAX N0, Dual 22 K 22 Fans entranoo LOtaos • with htlut Cuxi.) VMw • rn0aul Cop Cod without r ht , MI out RNurn Ar bvt poi - without 6xhau¢l Pin Coma Llmlt$ Mi ►mum Motor Mt' -10 Maxint,n Molar t iP ■ 40 Mnimum RPW • 1190 Miftimurn CPM • 27,000 Maximum Statle Prr►Stuo Louvmg Old Urhl ■40• 8000 12000 18000 20000 24000 21000 32000 36000 40000 44000 48000 CFM 60 P. 09 AuOusc 10, 1999 Papa 9of 13 1 %AREA LOCATION t INSTX LR.T: CONTROL BOX ; I 2 CONDENSER SEC11o11 3 1 s AIR I'ANDXXSECtION i 1 t IAATE17; SECTIN , j I S EXTERNAL FIELD MIRJTEDDEVICE WARNING W17ARDOUSVOLTAGEI DtsCONtLSCTAIL ELECTRIC POWER RICIIOM RE YIOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERVICING CAN CAUSE SEVERE PERSONAL UfJURY DR DEATH. AVERTISSEMENT VOLTAGE HASARDr-WC CECQNNE]CIEZTOUTES LES SOURCES ELECTRCICE.S IiCWMtTLES CtSJONCTEURS StTUESADISTANCE NOWT FAUTE CIE DECOBNEC1ER IA SOURCE ELECTRCILEAVANTD'EFFECTL t L$IiRETlEI PEUTEATRA3IER DES BLESSURES CORPORELLES SEVERES OU LA UCiRt. CAUTION USE COPPER COMM C T OR3 O.XLYI UNIT TERMINALS ARENDT DESIGIIED TO AST OTHER TYPES OF CONDUCTORS. MUM- 7ODOSO VAYCAUSE DAIUAM TO THE EOUIPUEtIT. IMPORTANT! DO NOT ENERGIZE UNIT UNTIL CHECK -OUT AND START-LIP PROCEDURE HAS BEEN COMPLETED DEv PREFIX LOCATION CODE 1TB4 1 .11 aq 12 12 •,1 U• 13 afir 1432* • AU ap 1a if Al 14 rs a¢ 01 17 .a •12 oar w a au g?if r • lit Cl a -10- •O Wt 21 tC:7seA# NGMa¢andConpoaats sham dashed lobe stisplett and installed ty Lim Ctslanier occanknos lo. axles_ I •41 TOP ► atarsnacll r •, - 4 ;1 I I II II II J Remove Jlmipetanti inch! WI dutterp thermostat and:al -la ss>apfed derloe. ContaDs rated 12 MA IM 24 VDC rnIalatum. Remy, externs; euostop MO Is installed. /Contacts titad 12111A Q 24 VDC J minimum. mer DOE4•t•1/1040. [MC1 x — err uwya2o 0761A.C12 Fled sweet hctgol ocamini'snoccupied conlEts for use on omit Nhout mate ganef wCh night smack or TC1. m - to ...L i A 1 s o 3 at n N 0 0 0 a 7 C) 0 0 7 3 IA N "MI a O _o O AUG -10 -99 TUE 03:08 PM XEROX Field Wiring - Commercial Rooftop Air Conditioning Units item: Al City: 1 FLO = Fum/ahod by Trans /installod by Mors L r $ � ..7j G; asaaami 9 1 a it 3 a 3 1 Tame Submittal FAX N0, M P. 11 August 10, 1999 A N i i Ng. 11 or 13 A WARNING HAZARDOUS VOLTAGE] DISCONNECT AU. ELECTRE POWER II CLUDNO REMOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERV1I NG CAN CAUSE SEVERE PERSONAL INJURY O2 DEATH. /^ AVERTISSEMENT VOLTAGE HASARDEUXI DECOMIECTEZ TOUTES LES SOURCES EtECTRIOUES INCLUANI LES DIS.7014CTEURS SITU= A DISTANCE AVANT IYEFFECTUER L'ENTRETIM. FAUTE DE DECOMECTER LASOL'RCE ELECTRIDUE AVANT D'EFTECTLE R MITRETIEN PEUT ENTRAINER DES BLESSUFES CORPORE1IES SEVERES OU 1At4ORT. A CAUTION USE COPPER =DOCTORS ONLY UNITTEMRALE ARE NOT DEtaGNED TO ACCEPT OTHER TYPES CTCCNDUCTORS. FAILURE TO DO SO MAY CAUSE DAMAGE TO THE EQUIPMENT. IMPORTANT] DO NOT ENERGIZE UNIT UNTIL CHECK -0 F AND STAR: -UP PROCEDURE HAS BEEN COMPLETED OEVM1R7ttOC.A O1 CODE 1 2 3 4 t4sl05.N.ViCOMO:5C4C 0343 SECTIali di 14%9NE¢11:c1014 Maim 21511c31 L ERreerlt YOI1¢F.90EVICE A1AA4t OUTPUT (tip — 449 — --� A1arn cklpil s+*JI of s•q rcawb restdlaasac Carntai �COtt — 449 — —� 1024 VAC 014952 °rants Csft NC — 450 — ---� VAV SCX MAY R 1 cOmeaerrntoete ) tt0 -446 — COIL— 446 _ rigid ee sdcrands. CaeMt4)24 VAC uC — 447 — -- 1 419442 cilors only. 1TB16 t i 5 0 7 445 i12 ( - - - / 2 508 445 13 — EW 447 14 — 4 541 [68 15 — ata 5 — • 7 a 9 'a 11 542 643 544 515 49) :8 IT 19 19 zo 21 72 ACTIVE D$ 4OST1C5 - Cott Co' b24 VAC - FA 1 dass2Crctrls 1y. 131tmA1:wifp and conpale515 iRCen 6a44163b be stippled and Irma Td by cu txneis arhncewith laa1 elecIdad Dates R2TRGFAY111E 1`7 — 436 - Cmued to 24 VAC my — it a - d 2 citsults rriy. 1T917 5 4 6 5 7 455 468 4117 296 536 635 491 9] 9 423 19 484 490' 497 498 499 962 12 13 it 16 16 — 17 18 503 19 5Ll 70 505 21 11 495 SOB 22 DIRTY FILTER N O — £65 Ccibectta 24 VAC { COM — 493 4 des 2 duns only I NC - -497 SUPPLYfANFAICUTE NO — - 604 CC lect7324 VAC Ccla — 935 das42 citca't are. NC — - 526 135 — 5 VJC 5'5— svx HEAT FAILURE ▪ R7 — - 631 Caned:424 VY„ CO -- 502 dams 2 chefs 4n1y. 14J — - 603 « — ?�— 2153 — L.487 _ �— 421 — 492 - - ('1 9.5 IOC - 4;4 — 1 - ) ( ) I•) 1. -) P: 0-59CC t) (4121 N1 25 JOC (-1 0131 r r - - - -J C c O CO CO —3 CA) CO 0 TV DIME flt@Or tOC.1ftON CaOC MIA - • �40GATWN 1 WO: VNIt COMM. fon a cowmen MIION a MRNM47 Ca are I ION 4 WA DAC 3lCTION t C/ LANAL MO YOUNICI 06444' ~_ 'AUG -10 -99 TUE 03 :09 FM XEROX Field Wiring - Commercial Rooftop Air Conditioning Units Item: Al Qty: 1 4Nrm WIr11 N YN POwll ttw0/y,6LOgt14V .4 , sLLcw nit WIM On. cameo rL Qf1,_ aoeomaot tin V(P OTY modes* ON Yh l�n ■10 Mtn RAIL is AOAM1' oil MO owed* lacll iM MIS a girl {OO MOY� II)AL]�o MCM IGO MO �alIt MCA) 1 t laced 1 Nlh a MA06 40O A3/0 (�l,O MCA) / 0.11410 MW MA AMP 1 flaw mom Q WO MIA 1 1 4 h 4 33C NCTi.OpROK�.�or MO min i 110431110011 WLCIILAT� I C TI rsaat o 400100 OHOONI/,OT On COTtP (Gt�l�arr.AIana��Iyytr�lNrN t � t I,ML TO i11X no WM A. � Ut6t1TIN16t00. W) VMpYNLLa TNe WT4 0A VN ur v wt Manna ML ftA A►1'NOAIWti MPWITM01 LW:MCC LINT 1000 oetia - art AND n n 00433 3 ttco Note: NI YdnnQ and atanponols shown dwhad t0 be supplied and InsL.satt by the customer In eccXwonao with local steailcal 40004. FLO c Fumlahoct by Iran / Medalled by Others CUMTOWER CONNTCTIOII WINO IL FAX N0, ' 4T?WITHYAM/ONNIOoIC01t4 TQW O 0 0 1 3 1 MI 011 1111 u u u Q r) 1 :+ 11 u *3 L tare WARNING HAZARDOUS VOLTAG81 DISCONNECT ALL ELECTRIC POWER INCLUDING REMOTE DISCONNECTS PEFORE SERVICING. FAILURR TO DISCONNECT POWER 8EF0RR SERVICING CAN CAUSE sew= pElt'"ONAL INJURY OR OGATI1. AVERTISSEMENT VOLTAGE HASARDEUXI DECONNECTEZ TOUTER LEE SOURCES ELECTRIC!*55 INCLUANT LES UISJONCTCURS sITUt9 A DISTANCE AVANT FEC r3J R L'ENTRETIEN. FAUTC DOE of CONNECTER LA SOURCE VLiCTRICUe AVANT D'EFFECTUCR LTiNTIWTIEN PEUT ENTRAINCR DES DLEabuRES CORPORITI.LES S1!Vk!ES CU LA MORT. L ' CAUTION USE Cfll'Ple CONDUCTORS ONLY! UNI t TERMINALS ARE NOT CESICNLL) 10 ACCEPT OTHER TYPES OF CONDUCTORS. FAILURE TO DO so MAY CAUSE DAMAGE TO T1 le EQUIPMENT. F. 13 August 10, 1999 MO* Submittal Pape 13 of 13 ACTIVITY NUMBER: M99 -0184 DATE: 9 -30 -99 PROJECT NAME: XEROX XXOriginal Plan Submittal Response to Incomplete Letter # Response to Correction Letter # — Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Awls- ID-01 Public Works Approved n \PRROUTE,DOC 5/99 • PLAN REVIE Fire Prevention AUK. (o -6-99 Structural OUTINGSLIRJ n Planning Division n Permit Coordinato DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -5 -99 Complete 14 Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route [F1 Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11-02-99 Approved with Conditions n Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved 1 ( Approved with Conditions n Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Fire Department Review Control #M99 - 0184 (511) Re: H.V.A.C. at 6400 Southcenter Blvd. Dear Sir: City of Tukwila John W Rants, Mayor Fire Department 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 .A Aft •. - -- , ,AA 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, cc: TFD file ncd J2iP The Tukwila Fire Prevention Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief F625- 052-100 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST, CONT GENERAL . REGIST. # EXP. DATE CCO1_ .MACDOM *248J9 08/01/2000 EFFECTIVE DATE - 04/29/1976 MACDONALD MILLER CO 7717 DETROIT AVE SW SEATTLE WA 98106 • t Detach And Display Certificate - -- Detach And Display Certificate ®® MacDonald Miller Company, Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106-1903 Phone: (206) 783 -9400 Foe: (206) 787 -8773 Wosh Lac No 223- 01- MA- CD- OM -208J9 404 o d, f wa y/ti'� O/ A � 2068 - F Q/ST ,, G . EN [ 0 -18 -2001 i '4111 1 1 f::: ::)) 1 Ci - C T ° --- REVISIONS: DATE _ i / G HL ASOX SU/i -0 N Y X X400 5cwn +c.,EN1FiL 5LVTD �kaJ11A 1 Q':: . LIVA C Sc S : '1-30-17 t / CHECKED fn: r. p. 9.- 30-3Y j Powr ..' Err wwflNl l lalFRAIODEL Owe Arit.tow Vale 5at441 + .. =Wi ttsipi4s NOU. sioninamuanclaimmi m u o 1111211101E3 oast. 1111101=11111= l OA'yo tt oo 201 1121111131113 , 4ir81/6 Pi DftlGr --- - . TDB __. , :. "j �'... ,_ e . • .a is i D OY VIM= 11.1111=1111111111/ffir 1111•11011111151111=1111:15 11=115111=11111011 11151111151.M1 a __. ICZSIBESIE:E11112:111lZIIIIESWIZUINZ 1111311.2M1 - -. - = _ ' I _ N=31111=1111123111151 17,00C pill ice' 1 Of . rRl vAtr coviritt-5 meiVhott,rOsOr ' t:rJ €tt* twat K t# t vel ovi4s.a .i. A6 I Lerida stiok.Oaii L[ Is -coot W l7I Y E 9 Yp , e4heAt. r t A - F E 5 C tadtlfl - AY esialto keLtiODO AVE TO Alt ADAT tV reit SP44 r HEAT MAID SYvi1'8A ^ - --- i _ LHt `AI' COOLE6 rifeelAtAlViAit ; fba4144 t6, 0 1 ,1 s Ott 61 1 # - tom 3'i' a fit, - :'SOIf€41 *31*„ 4W %.✓ iq MARtta sYMBOI.S & ABBREVIATIONS SYMBOL. A13814EY. DESCRIP Tfo Arr. MOVE MI FLO M A.C. Alt COT DON R5 tNr T -- 1 --t DJOD. t3ACKINAFT oetret MOD. VOTTOM OF MGT D.T. 19YP.A.i8 'Met - CENIre t.Pe R5 C,04EGf SYIrat 0 GRATPX} NOTE b. GUGT OKOt N ORMTION tr AM, R: DUCT 10X N reerGT1DP) Cr WOti' 004. IVAN ELEGTOGAL OR E.04: ELEOTIMOUGT EL evAi -! EXT'iT. ExP,IINs P.P. C0ia1/9T PAN FlT: FAN woct101V 11%4411- el_ PV? . FRE DAAree - FA6. RAT DiftTCAA r.ot. PLAT ON TOE. F.G. fiXXOLE GaV+ECTIDN Cia i E *T_ OR DrftA Tyre N.ce 5Tte Qu'€5? AR Lt/WITTY VW NR/a {A PLAeelf H.P. I- EAT Nor AC HOP5e5P0*Pft FA6. /oCCHANGM, CONTTCAGTOft ACat EOL"Ct-tr TM AL9. MOTOC STARTED O.A. OUP8I AR R.A. r6rtrN AR !w� ® ly R.A.6. #ETIRN AR MLLE P TIRWIn I -UItAT MGT DefeN RE/IreRN 4AUeT OI/GT t NV SCE POET GAN .._.: 5�•L .3.,400CE. 5.1.S.G. tax STATE tDEED CLATT1 & Sa.. 9a.POl.ti i . . '�1°t+APRSPI.lT1T� DAd,PC1C' MOT Iftil t D taw 50UAJl`TO.ROr•D DUCT TRAtJ9(T10N 9TATIG PRE95UCE 8019OA' d ( ' 9LP'PLV your Dow, lgt SUrrl.l' act Lr �T . TT,TAT. 11453195TAT TOP N-ET TO 90UARE/69 O ADAPTTC TOP Of DUGf . 1 VA4E9 ValetLE AIR Vouee 1t=RMr,,a_ VOLINE Merit' GENERAL NOTES ALi;- DL'EIVOrk SHALL BE N9TALLE9 ie A Vt#k- MAN MANNIT AFD N AC60639AFY.0 iTTF1 ALL teetGADLE GGDe3 AND ortotimeft tlM& - LOA REGTAh.. ANa) Fazio LaDt 4IALL DD 6ALVA *DDT M°TAL_ T/PCH 90.nriL. - N6 VC t N9(A.ATh34 'CAC A3 NVCATED tr NOTE 4 1.P1E99 orrer.c ware r l . i n f : 1 4 a t 3 T r i l e ? rae MtOetis;a+b Lob P At `XrrLYz nm9 amt. bitiiarsr 17U rvltim - 6t.A55 TCGArciemo& . To us., 5Ti3 AND NRdf, STD, :10.4. 'FLEX 'WALL DE. WM TO 14 Tyr N Lefartt. S t7Pt bttavavii bUGT' .ti.Ari6 OR inol egak NStLATOlt DEAN' *au_ bE ArrEDIETDD A9 mu/Jim • A) DriTiT.S- STtiLL AtzATE it EP? 1E' OtLT atria. 03490M tiTTH r 90LffiDLe.115. ,L1 t e.a-ICS r - er4.. w/tty tA4eEL wart e DY 1L' Ot1CT tMETAL. 0 fyrn WV testTEf9'tel. Nti..ATIN «oak Wirt 5COVLANS ax a€ Ate: ;.r. - TAPE 'Orc 'St' AL "XINTS N OcNLt<ALLT1 f 6TVORK SY h iit tXI 4U TTTJ�L L A'TClld rri.445, rANTt4 !MP ar4e'I6 Q.RbS, ROA?rS ETC., RTQACE0 TO PI3T04.L NEtrorit,AI, 9Y9T134 •CreAl *SAL. EfEl BY aENMAt. ;EN1tALTOR.:t.CLLt'1PPf8 Al.t.. r A5 - rVE. ¶EALAgs, PKAA445 AND roam ON SHEET METAa DOT tNa..OSIRI`9. 7. MEf.HaN;4L ta.e) Arr ACLE.i5 PADS Al PURR, CVGt 05LRES t - ie i - 6E tt Els AND Nt'TeLLEb tlY EEN2IPAL. COYTICAGT4 . 8 rowsR A145 AMo Cbl'PCGl TO WAG fah Cdr 91-66 dE DY H.E£TXIC.AL GONTRACTAG GONTRGL IrkN6 AAV t-O'I VOLTAt1C GO.EG ICN TO I- vAC Eatrs.OdT 9WV.L Tr- DY NeCHA CAL (ANTRAGTOIC. 4 ALL ovo5ei, Mkt OLCTVGAt 'SHALL Ge vim_ titer ►ot7AL. ALL hrixia rte DUGt.to re MNi.FACTt rev N AcceeoMY.r yak 94& 4e.FDUM IltE9ttGICE 5TAN2ARD`, • DIrTTCIf tL .70NT9 AT 9a att45 64 T.®tAM Mt-5%n OLGT'PE K ALL 1.eCiM PKL`59t.ItE Ct1GT t8KE - OPF rrrrtass 90 -tau DE boor rem MP." aTP-6 C9iSE NOTED. iJ ET Ca EG71OW9 TO All t :*i. � TB!lAJAL 11 %ALI 144VE BEAD ANO CRt� TO ENrxtl'E ro9Tnve fl bttLE DUCT CaNteCT1C64. Nnum FLEX DLO L!Sl6Tn'MALL DE in-CEE FEEL DO Nat rrriove OIC.avrtiCB Ext-rN6 "AU -EE5TO5' DUCT. F etV0v9L. . OR 1.49MATEN 6 Re.a.IZED, R A9f9T 66 (XA BY A LK.e45t9a AAC.T03 ABAT2I434T GONTRAGTOR. gt° A C ai A C - 8 l'roV ickt 64dbrA; 12er U_t.C. 1143 2 .Z .: AiAlATc DERWarr f014- © 'm, %iiANtGAL ELECIPOCA tt 4.it L t *444144 9.Pk Y 04t irerciC atsC'V " f9!!'El r t f 1512 p VAV GONTKOC.: eorirFt3! Gt5A-ta tet OAA+f'lJt9 ATtD DA D& )45TGRS% i�I rst71•� t II , :.I., `, tc pt+• v 4 RECEIVED, JUL 1'41993 G■GUIRRE INC: 1 S LY L "' I ?■:aI I1i h , RECEIVED ,--- .._- * - °.""� CITY OF TUKWILA En 1 A lq- p!+• r- , ".=NITER Yin a1q !g A6- T - V PRINTEI JUN 1 411 LECT IC UNIT HE ° TER HEDULE EMI CM . a.nli C1�lt� Powr ..' ,: a+at_ tai • ' " '.!•'- r _ = _ } �0 SA'►'L" : .tVB 9r1LL` ... . 9rr ct ,- ,. � .. ' . cm !1.11+ -t = a dl o . Ft e3� ft ta► r { ., I lalFRAIODEL Owe Arit.tow Vale 5at441 + .. =Wi ttsipi4s NOU. sioninamuanclaimmi m u o 1111211101E3 oast. 1111101=11111= l OA'yo tt oo 201 1121111131113 , 4ir81/6 Pi DftlGr --- - . TDB __. , :. "j �'... ,_ e . • .a is i D OY VIM= 11.1111=1111111111/ffir 1111•11011111151111=1111:15 11=115111=11111011 11151111151.M1 a __. ICZSIBESIE:E11112:111lZIIIIESWIZUINZ 1111311.2M1 - -. - = _ ' I _ N=31111=1111123111151 17,00C pill ice' 1 Of . rRl vAtr coviritt-5 meiVhott,rOsOr ' t:rJ €tt* twat K t# t vel ovi4s.a .i. A6 I Lerida stiok.Oaii L[ Is -coot W l7I Y E 9 Yp , e4heAt. r t A - F E 5 C tadtlfl - AY esialto keLtiODO AVE TO Alt ADAT tV reit SP44 r HEAT MAID SYvi1'8A ^ - --- i _ LHt `AI' COOLE6 rifeelAtAlViAit ; fba4144 t6, 0 1 ,1 s Ott 61 1 # - tom 3'i' a fit, - :'SOIf€41 *31*„ 4W %.✓ iq MARtta sYMBOI.S & ABBREVIATIONS SYMBOL. A13814EY. DESCRIP Tfo Arr. MOVE MI FLO M A.C. Alt COT DON R5 tNr T -- 1 --t DJOD. t3ACKINAFT oetret MOD. VOTTOM OF MGT D.T. 19YP.A.i8 'Met - CENIre t.Pe R5 C,04EGf SYIrat 0 GRATPX} NOTE b. GUGT OKOt N ORMTION tr AM, R: DUCT 10X N reerGT1DP) Cr WOti' 004. IVAN ELEGTOGAL OR E.04: ELEOTIMOUGT EL evAi -! EXT'iT. ExP,IINs P.P. C0ia1/9T PAN FlT: FAN woct101V 11%4411- el_ PV? . FRE DAAree - FA6. RAT DiftTCAA r.ot. PLAT ON TOE. F.G. fiXXOLE GaV+ECTIDN Cia i E *T_ OR DrftA Tyre N.ce 5Tte Qu'€5? AR Lt/WITTY VW NR/a {A PLAeelf H.P. I- EAT Nor AC HOP5e5P0*Pft FA6. /oCCHANGM, CONTTCAGTOft ACat EOL"Ct-tr TM AL9. MOTOC STARTED O.A. OUP8I AR R.A. r6rtrN AR !w� ® ly R.A.6. #ETIRN AR MLLE P TIRWIn I -UItAT MGT DefeN RE/IreRN 4AUeT OI/GT t NV SCE POET GAN .._.: 5�•L .3.,400CE. 5.1.S.G. tax STATE tDEED CLATT1 & Sa.. 9a.POl.ti i . . '�1°t+APRSPI.lT1T� DAd,PC1C' MOT Iftil t D taw 50UAJl`TO.ROr•D DUCT TRAtJ9(T10N 9TATIG PRE95UCE 8019OA' d ( ' 9LP'PLV your Dow, lgt SUrrl.l' act Lr �T . TT,TAT. 11453195TAT TOP N-ET TO 90UARE/69 O ADAPTTC TOP Of DUGf . 1 VA4E9 ValetLE AIR Vouee 1t=RMr,,a_ VOLINE Merit' GENERAL NOTES ALi;- DL'EIVOrk SHALL BE N9TALLE9 ie A Vt#k- MAN MANNIT AFD N AC60639AFY.0 iTTF1 ALL teetGADLE GGDe3 AND ortotimeft tlM& - LOA REGTAh.. ANa) Fazio LaDt 4IALL DD 6ALVA *DDT M°TAL_ T/PCH 90.nriL. - N6 VC t N9(A.ATh34 'CAC A3 NVCATED tr NOTE 4 1.P1E99 orrer.c ware r l . i n f : 1 4 a t 3 T r i l e ? rae MtOetis;a+b Lob P At `XrrLYz nm9 amt. bitiiarsr 17U rvltim - 6t.A55 TCGArciemo& . To us., 5Ti3 AND NRdf, STD, :10.4. 'FLEX 'WALL DE. WM TO 14 Tyr N Lefartt. 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Gt5A-ta tet OAA+f'lJt9 ATtD DA D& )45TGRS% i�I rst71•� t II , :.I., `, tc pt+• v 4 RECEIVED, JUL 1'41993 G■GUIRRE INC: 1 S LY L "' I ?■:aI I1i h , RECEIVED ,--- .._- * - °.""� CITY OF TUKWILA En 1 A lq- p!+• r- , ".=NITER Yin a1q !g A6- T - V PRINTEI JUN 1 411 MacDonald Miller Company. Inc. 7717 Detroit Ave. S.W. Seattle, Wa 98106-1903 Mom (206) 763-9400 Fox: (206) 767-6773 Wash Lic No 223 REVISIONS: DATE op ENGINEER: LAST REVISED, - lTD. CHECKED OLP DATE PLOTTED: 17 P. CAD: SHED' MUMBER: ISSUE DATE. 4;