Loading...
HomeMy WebLinkAboutPermit M2000-054 - WINDSPRINT - LIGHTREALMM2000 -054 WINDSPRINT- LIGHTREALM 3417 So. 120t" P1 EXPIRED City of f Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M2000 -054 Type: B -MECH Category: NRES Address: 3417 S 120 PL St: 02 Location: Parcel #: 102304 -9069 Contractor License No: HERMAC *217NT TENANT OWNER CONTACT CONTRACTOR WINDSPRINT- LIGHTREALM 3417 S 120 PL, TUKWILA, WA 98188 THE BOEING COMPANY PO BOX 3707 M/S 1F -09, SEATTLE WA BRET WILCOX 1221 2nd. AVE N, KENT, WA 98032 HERMANSON CORP. 1221 2ND AVENUE NORTH, KENT, WA 98032 Status: ISSUED Issued: 04/07/2000 Expires: 10/04/2000 Phone: Phone: 206-575-9700 Phone: 206 575-9700 *• k** k**• k• k* * ******* **•k * * ** ****•k **•k *•k** k*** k•k•k** ** k* *** k•k* k k* ** k*•k•k k *•k k*•k**** Permit Description: T.I. HVAC TO 16,976' DATA CENTER. 4 FAN COILS & EXHAUST SYSTEM. UMC Edition: 1997 Valuation: Total Permit Fee: 9,400.00 151.13 *****. kk*• k*• h**** kk** kkk****,* k*• k* kk* k*****•* A*** **k * * * *k **•k* ***kk*k*k*k *k*•k ** thorized 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: Ch e� Date : Pr i n t Name : cLc1. __a l;sjoic.____.. Title: -Qcm.5-0 This permit shalt 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. .t .ts to ,,s012 CITY OP TUKWILA Ad:drress: 3417 s 120 PL St: 02 Permit No: 142000 -054 Suite: Tenant: WINOSPRINT ••LIGHTUCALM Status: ISSUED Type: B4MECH Applied: 03/07/2000 .. Parcel 4: 102304-9069 . Issued: 04/07'2000 **•#****• k=*******• k******• k***** * * * **** * * ** ** *•k *k * * * * * * * * * * * *• * * * ** *k * * * **k1 *•k* Permit Conditions: 1, Electrical permits shall be obtained through the Washington `State Division of 'Labor and;-Industries and all electrical ;work will be inspected ,bye ,that agency r (248-6630) . 2„. No changes will be' nude to the plans unless approved by the Engineer and the Tukwila Building;: 0ivision. . All permits inapectI; n,,rku`cords, end approved plans shall be available atf.,;the, fob site prior to the stir,t{ ofz; any;: con- ' s trust i on 1 ' Th se` .ducurnen ts, are rto.r be maintained and- 'able until f l,nal i pegt-f "on approval is :;granted :All. cof: tr i uctonto `bc. done ;in,,conformance ::with approved 4:41ansrixttd requ`i'rements of the Uniform Bui 1di °ng Codo 1119 7 Ed 1 t t ) as, amended, Uniform Mechanical Code (1991 r £ d it i or tend 4ihiniiton State 'Energy` ` Code/t 1997 Ed i t i onr; l txro Pormi t, The issuance of a permit or `'approve l �, a :The speo'if i, etions, and Computations shall not be'ctAl- drtoAle e permit .for, or an approval of, any violation y. of the provisions' of; tine O./Siding code or of any , ordlnence of the jurlsdiati`orz. NO permit presuming '9t~ authori'tyto violate `or cancel the provisions of °'this cc she" 1 be vo1id. Manufboturera 1nsta11ation instructions required on site for, thc bulld�ing inspectors review. 5..t CITY OF TU, VILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 I O' iA1 i US! ()NI Y Project Number: --- Q Permit Number: Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/TenantT t EA(. W �.viS���h� ■ . 4j �2 1T M THORIZED AG NT: Value o jfrM hanical Equipment: Site Address • City State/Zi p. Tax •ar el Vbsc4 ..... q r)(671 op P laenr:le/4 t 44revAV Colsr Ltd Phone: (t0%r) 20.90o nilAdd ftoo AVE 4) Sin' 00 S ty9Fil q: Fax #: ( ) Contractor: p Phone: ( ") 67s• 9720 �� (1..1,;( �► �' e. • Street Addres • A_. City State/Zip: r�.�.l ZOO i 11� N. ICEM r y L A 4 i i 32 Fax #: ( ) s 4 •; act Person: Fax N: t Phone: ( ) S• State/Zip: Fax #: (264! Zbv'i S- MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is Issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant Is other than die 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 Ap'4ICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, GTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN _ • WNER OR A THORIZED AG NT: 0 - .. 1• Slgnaturel f. "„ Pa Date :3_-7 _,, .� Print namgt )o �c / �� (1..1,;( �► �' e. • Phone: , )S?S•�j ?61U Fax N: t ) SiS-c'I� Addre : •Citrttaate/Z�ip: `rte eV! Expiration of Plan Review • Applications for which no permit is issued within 100 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 100 days upon written request by the applicant as defined in Section 114,4 of the Uniform Mechanical Code (current edition), No application shall be extended more than once. ;.1•,,. Date a ccalaced: Date application expires: q -°1 -DC) Application ken by; (initials) 9/7/99 meth pers i .doc Mechanical Permits COMMERCIAL Two complete sets of drawings and attachments required with application submittal ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) _ . . Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy,Code Form #H -11 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire prevention division.for additional comments (Uniform Mechanical Code 1009). _ " Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. ii NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. ;. RESIDENTIAL: Two complete seta of attachments required with application submittal t. S1►h171111a1 Requi►0r71V►rl% New Sin. le Famil Residence Heat loss calculations with s ecifications or Form H.& Chan evut or re lacement of existin mechanical e, ul ment • IIII Narrative of work to be done includin: modification to duct work. Installation of Ca_ Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included In the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Olt f. r t ,, a:. . 1 �4 * *1, **k,4:4k*94 ** 1. kA "*4`•k*A(k`* kAArkAA:4*4AAAA) *** *A**A!r�l*rk l PIr 1LAi h!A i14' ` ' `` " A *k4Fe1�i4 ,4A *Ak* * **4 . k 4 Ar;' 1 Akkh4A*** ***AAk 4 * * ** * **** �NSMIT N ib. r : P9000263 _Am tr►1; x 151.13 04/07/00 12013 ymon N thud t CHECK Notation: HI.RMANSOU CON.i Xi 1 I z. 11,0 er.:11i,t Not M2000-054 1 , ptt 9 'Mk CH MECHANICAL PEN M 1T ril`.tle1 Not 102204-9069 ddro ±:. 341? 9 120 ` P1. St;: 02 F1 Y114,1rit **:* #_, "* #44h**** '0/245.820 if,tl.l $22.100 Ml ow It r ; do tk Um: Total Foe u: 131.13 1 5 1 . 2 Tot 1 ALL Pmts 151.13 nMh no 00 Amount DQ*taripttan PLAN ClICC K NIM ES MECHANICAL - UONWEE3 2.33 1',21).90 yeN•ff,e.w,la' >F RaI'MI'•!ft.fa1 f^ N�' •.Nfr�♦ur f•wMMMrft f{ ♦ fa YC ♦v S r t 04/10/00 19 04144 0097 3304 CITY of nnaa 719 TOTAL 151.13. ' ' • INSPECTION RECORL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .. 6300 Southcenter Blvd, #100, Tukwila, WAfr 98188 niao00-05;?' PERMIT NO. (206)431-36 Projqct: ( ' 44-4 e. . /4 Type of Inspect on; _ * Addre , : c- -, - - ,. Date called: pecia instructions: 9 : c , t F-if■ga'` Ref 44 ON eli 48 I 0 i o i . ltrie4 Ca// •e/PV, Date wanted: 1 a/ :hull] Reque ter: 4 1 1 i ' P one: - - c - 0 ""(4) Approved p r applicable codes. COMMENTS: Corrections required prior to approval. Impactor faMilrier 60: EE 0 $47. EINSPECTIO REQUIRED. Prior to inspection, fee mu ot be paid at 6300 Southcenter 8 d. Suite 100. Call to schedt,gcirAnimgark___ Receipt No: Date: Date: • r. Ik 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT' t'4O. (206)431-3 Prole t: , , , / Type of Insp cation: / ial Address: • ate called: Specie ins ructions: Date wante. •; •.m. Requester: Phone: rifi ig. II 0 Approved per applicable codes. Corrections requ prior to approval $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pall at 6300 Southcenter Blvd, Suite 100. Call to schedule reins action. Receipt No: Date: Ciiy of Tukwila Fire Department Project • Name TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ti Steven M. Mullet, Mayor. Thomas I' Keefe, Fire Chief Permit No. 1/ 0O_li y C�Z Zit m1o.q w C' -F' — IS 1 poS -I3b Address Zdt Retain current inspection schedule mla. Needs shift inspec `ion Suite # i Approved without correction notice „g_ Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits:• Q ..."&**** • e,410.'r- Authorized Signature FINALAPP.FRM Rev. 2/19/98 Headquarters Station: 444 And$'er Park East • Tukwila,' Washington 98188 Date T.F.D. Form F . P . "a&'4 Phone: 206.575.4404 Fax: 206 =575.4439 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,.WA 98188 INgPECT1ON RECOR Retain a copy with permit 0--a544 • (206)431 -3670 A Pr: a t. „' AC. Ty �, of Inspection: — M .C.1-f dr s. / Date called: .... Special instructions: 4l,,94,rL ►. 1 O Date want d: 1 I.. Requ to r i Phone: Approved per applicable codes. rrections required prior to approval. 0 $47.00 REINSPECTION UE REQUIRED. Prior to inspe lion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Date: INSPECTION NO, INSPECTION RECORI," Retain a ropy with permit • CITY OF YUKWIIA BUILDING DIVISION 6300 Southcenter Blvd,#1002, Tukwjla, WA 98188 (206)431-3670 46. Pr .Ject: v .- A idi `i- I' Type 0 In pect on: Co 5 4e, 171441 4. 1:7•67-2 c mies ad .. s . 4 4 ( I V PP 1,-- Date called: .., .....„, Special instructions: IA) fiti AM 8 : -50 *1-erAA A" kin• Date P7AMS . Phone: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: - r 5 IV) I 01111 41,111 ft M a i et AZ legit. a' 4e, 171441 4. 1:7•67-2 c mies ad e ------7uz /17 .4, ef ,Irde °e'ele,' et.. - ,473 /14 e- , • _,• A' of or tea' _f:_; e?(( 5i044V 54/4a, 7.00 REINSPECTION FEE REQUIRED. Prior to Inspect' n fee must be paid at 6300 Southcenter UIvd,, Suite 100. Call, to schedule reins ection. Receipt No: Date: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, *100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project c�i r ln+ htrea�t�1 T of In pecti n: R-i«Jian feet( ddrei : s I ` 1 ate call :1: 0 . Special instructions: ' Da a, d: r �d1. . / P '96- P-71o' IZApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 S17.00 REINSPECTION y E REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter BIvd. Suite 100. Cali to schedule reins.ection. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 rnaoa)-o54 PERMIT NO (206)431-3670 Prf1iF—U. ject: rea Tyne of fns 1 Poi ction: -inn -f. Vii . ddress: Date calle . Special" instructions: Date wanted: w. .' , .m. .•. 1a .. z. a',• _ ..iii Approved per applicable codes. Corrections required prior to approval, 0 $47,00 REINSPECTION UE REQUIRED, Prior to Inspection, (oo must be paid at 6300 Southcontor Blvd., Suite 100. Cali to schedule reins action. Receipt No: Date: city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 24, 2001 Mr. Bret Wilcox 1221 2nd Ave. N. Kent, WA 98032 RE: Permit Status M2000.054 Site Address: 3417 S. 120th P1 Permit Expires: October 8, 2001 Last Inspection: March 21, 2001 Dear Mr. Wilcox: In reviewing our current permit files, it appears that your permit for installation of HVAC and exhaust system at Windspring- Lightrenlm issued on April 7, 2000, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Por the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non-complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431.3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter, Sincerely, Kcal trt r) Ct X tn Kathryn A. Stetson Permit Technician Xc; Permit Pile Na, M200Q•054 ✓ Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite /1100 Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 SECTION 15100 - MECHANICAL GENERAL PROVISIONS PART 1 - GENERAL 1.1 SCOPE: A. General: RECEIVED CITY OF TUKWILA MAR 0 7 2000 PERMIT CENTER 1. The Bidding Requirements, Contract Requirements, and the General Requirements (Division 1) of these specifications shall govern all parts of the work, B. Work Included: 1. Install work in accordance with these specifications and the accompanying plans. Furnish all labor, material, and equipment together with all incidental items not specifically shown or specified which are required by good practice to provide the complete mechanical systems as described. C. Coordination and Site Visits: 1. This section of the work requires examination of and reference to all architectural, structural, utility, and electrical drawings for construction conditions that may affect the work. Inspect the building site and existing facilities for verification of existing conditions, Base all measurements from established benchmarks, Any discrepancy between actual measurements and those indicated, which prevents following good practices or the intent of the drawings and specifications, shall be reported to the Architect /Engineer, and work halted until instructions are received from the Architect/Engineer. 1,2 CODES. PERMITS. FBES: A. Install all work in accordance with applicable codes and standards. Obtain all required permits, pay all required fees including utility connections or extensions, in connection with this portion of the construction, Obtain all required certificates of inspection for the work. 1,3 Y2K-COMPLIAA_N..CE A. All equipment and systems furnished on this project shall be Y2K (year 2000) compliant. Manufacturers shall provide a letter certifying Y2K compliance with all submittals. PART 2 - PRODUCTS 2.1 M6.1ERIALAUSPIYDRKMAMIULE. A. Materials; 1. All materials and equipment shall be of first quality, new, full size and weight, standard in every respect, and suitable for the space required. Use die same manufacturer for products of similar class or service, such as valves, pumps, controls, and air handlers, Protect all MECHANICAL GENERAL PROVISIONS LIGHTREALM -- TUKWILA, WA 15100 -1 r' materials against loss, theft, or damage before and after installation.. Furnish equipment that will operate under all conditions of load without any sound or vibration that is objectionable in the opinion of the Architect /Engineer. Vibration or noise considered objectionable will be corrected by the Subcontractor at his expense. Furnish and install all necessary foundations, supports, pads, bases, and piers required for all materials and equipment furnished under this contract. 4, Provide all required firestopping at piping and duct penetrations of fire rated walls, floors, ceilings, and roofs. Firestopping shall be Dow Corning Fire Stop Sealant 2000 or Fire Stop Foam 2001, or approved equal. B. Workmanship: 1. All materials and equipment shall be installed in a neat and workmanlike manner by competent specialists for each subtrade. Work shall be installed to the satisfaction of the Architect/Engineer with unsatisfactory work removed and reinstalled to his satisfaction at no extra cost to the Owner. 2. Provide all cutting and patching necessary to install the work specified in this section. Patching shall match adjacent surfaces. No structural members shall be cut without the approval of the Architect /Engineer. Provide all sleeves and Inserts required before the floors and walls are built. 3. Locate all equipment that must be serviced In fully accessible positions. Provide clearance for removal of replacement parts and components, and with necessary couplings or flanges to remove the component for maintenance. 2.2 SUBMITTALS AND SUBSTITUTIONS: A. Prebid Approval: 1. Manufacturers trade names and catalog numbers stated herein are intended to indicate the quality of equipment or materials desired. All manufacturers not specifically listed require prior approval. Submit catalog data, including specifications, of the proposed equipment to the Architect /Engineer for his approval at least 10 calendar days prior to bid opening, Notice of such approvals will be published in an addendum, B. Submittals: 1. Within thirty days after award of this contract, provide six copies of a complete list of all materials and equipment proposed for this project. List shall contain make, type, manufacturer's name, and trade designation of all materials and equipment. Submittal shall also include manufacturer's complete specification for each item, including capacities, ratings, etc., and dimensions as required to check space requirements. A letter from the manufacturer shall also be included in each submittal, certifying Y2K (year 2000) compliance. Provide six copies of all submittals. HVAISIONS 15100 -2 t t Approval of submittals shall not relieve the contractor from responsibility for deviations from the plans or specifications, unless he has, in writing , called the Architect's /Engineer's attention to deviations at the time of submission, and obtained his written approval. Approval of submittals does not relieve the contractor from responsibility for errors in shop drawings or literature. C, Equipment Requiring Submittals: 1. Fan Coil Units 2. Supply Fans 3. Electric Heaters 4, Pumps QA$7' 3 - EXECUTION 3.1 C ES_SIEILL Y A� AS EETY. 1 A. Accessibility: 1. All equipment which must be serviced or operated, shall be located in fully accessible position. Minor changes from the drawings may be made to allow for better accessibility. All changes shall be approved prior to actual installation. 5. Diffusers, Registers, Grilles 6. Controls 7. Exhaust Fans S. Piping Accessories 2. Access panels shall be provided if required for accessibility. Subcontractor shall furnish the required panels to the General Contractor and the required location for all access panels. Panels shall be installed by the General Contractor. B. Safety: 1. Subcontractor shall provide guards for all belt drives and rotating machinery. No water piping shall run immediately over or within a 3 -foot plan view clearance of any electrical panel or motor starter. Where piping must be located within these zones, install piping inside a conduit to prevent water access to electrical equipment. 3.2 COOK NATION: A. Coordinate all work with the various trades involved to provide a complete and satisfactory installation. The exact details of piping, ductwork, and equipment are not shown. No additional compensation will be made for offsets or relocation required in coordination with other trades, B. Alterations required due to improper supervision by the subcontractor shall be made at no extra cost, to the satisfaction of the Architect/Engineer. 3.3 gi,CTRICAL,: MECHANICAL GENERAL PROVISIONS LIGHTREALM -- TUKWILA, WA A. Electric motors required for equipment specified in this section shall be provided and installed by this Subcontractor. Motor starters, disconnects, relays, pilot lights, etc., are in general, to be furnished and installed by the Electrical Contractor. Starters, relays, controls, etc., which are factory assembled into packaged equipment shall be furnished by the Mechanical Contractor under this section of the specifications. B. All motors shall be provided with adequate starting and protective equipment as specified or required. Motor capacity shall be sufficient to operate driven device under all conditions of operation and load without overload. Minimum horsepower shall be as specified. 3.4 IDENTIFICATION. AND CODING: A. Painting: 1. All painting of mechanical equipment, accessories, ductwork, and piping shall be furnished and applied under the Architectural section of these specifications. All painting shall be completed before any identification markings are applied. B. Equipment: 1. Identify all equipment with a Bakelite enamel nameplate. In general, identify equipment as to area served in addition to title and code number of the equipment as taken from the plans. C, Piping: 1. Identify all piping as to the service of the pipe and the direction of flow. The letters shall be 3/4 inch high on piping two inches or smaller, and 1 -1/4 Inches high on piping up to six inches. Flow arrows shall be at least six inches long. The letters and flow arrows shall be made by precut stencils and oil base paint, or factory fabricated plastic pipe markers, Piping shall be identified at 50 foot maximum intervals, and on both sides of all wall penetrations. Underground piping shall be identified with bright colored continuously printed plastic tape of not less than 6" wide by 4 mil thick, manufactured for direct burial service. Install directly above all buried pipe, 6 to 8 inches below finished grade. D. Valves: 1. All valves shall be tagged with a numbered brass disc, 1 -1/2 inches in diameter. A valve chart indicating valve tag number, location, service, and normal position shall be mounted in a suitable framed and glassed cover in the main mechanical room or as directed. Valve chart shall be duplicated In the Maintenance and Operations Manual. 3.5MEM A. Piping: 1. All plumbing piping (drainage, water, gas) shall be tested in accordance with the requirements of the Uniform Plumbing Code, latest edition. Other piping systems shall be MECHANICAL GENERAL PROVISIONS LIGHTREALM - TUKWILA, WA 15100 -4 1 0 § 1 t f r., tested to 1.5 times the operating pressure, for a minimum period of two hours. If the test pressure falls more than 5 percent during the test period, the leak shall be located, repaired, and the test repeated. 2. Piping shall be tested before insulation has been installed. Delicate control mechanisms shall be removed during tests to prevent shock damage. The use of chemicals or compounds to stop leaks shall not be permitted. B. Systems: 1. All systems, including heating, ventilating, air conditioning, and plumbing systems, shall be tested at the completion of the building to establish that the systems operate as specified and required. Testing shall be performed after air and water balancing is completed. 1 All controls shall be calibrated accurately and all equipment shall be adjusted for satisfactory operation. Excessive vibration or noise from any system shall be corrected. 3. The air conditioning system shall be tested for satisfactory operation when the outside air temperature reaches 60 degrees F. or warmer. All other systems shall be tested at building completion. All tests shall be performed in the presence of the Architect /Engineer or his representative. 3.6 BALANCINC3: A. Scope: 1. Prior to final acceptance by the Owners, all air and water systems shall be balanced to deliver the quantities as specified or directed. The air and water balancing shall be performed by an independent agency specializing in balancing. Both air and water systems shall be balanced by the same firm. B. Air balancing: 1. Balancing of the air system shall consist of: a. Adjust all air volumes to the quantities shown, with allowable variation of plus 10, minus 10 percent. b. •Record all system, zone, diffuser, grille, and register C.F.M. c. Test and record all system static pressures, inlet and discharge, on all packaged units, fans, and terminal units. d. Test and record motor full load amps and nameplate amps. e. Test and record entering and leaving temperatures at all coils. f. Adjust all automatically operated dampers, in cooperation with the Control Contractor, to MECHANICAL GENERAL PROVISIONS LIGHTREALM TUKWILA, WA 15100 -5 the required settings. g. Adjust diffusers and grilles for proper deflection, throw, and coverage. Eliminate drafts and excessive noise where possible. h. Mark final positions of all balance dampers with a red felt pen. i. Air systems shall be balanced in accordance with standard procedures and recognized practices of the Associated Air Balance Council. C. Water Balancing: 1. Balancing of the water system shall consist of: a. Adjust all heating and cooling water system flows to the quantities shown. b, Record all system and terminal unit g.p.m.'s c. Test and record all pump, coil, boiler, and chiller entering and leaving water temperatures and pressures. d. Test and record all pump fhll load amps and nameplate amps. e. Mark all final positions of all balancing cocks, valves, and operators with a centerpunch. D. Balance Reports: 1, Submit four copies of the air and water system balance reports to the Architect/Engineer for evaluation and approval. 3.7 CLEANING AND ADJUSTING; A, Thoroughly clean all parts of the system at the completion of the work. Flush all water circulating systems with fresh water and then drain. Clean all strainers and refill system. Install new, clean air filters in all systems. Adjust all devices for proper operation and lubricate all equipment as required. Repaint any painted surface that has been damaged. 3.8 PROJECT EINIIMILLAMEDIL A. Operations & Maintenance Manual: 1. The Contractor shall provide an operations and maintenance manual at least thirty days prior to completion of work, The manual shall be of the three ring binder type, entitled "Operations and Maintenance Manual ", with the job name and year of completion also included. The manual shall include, as a minimum: 2, Maintenance instructions for all equipment, including lubrication requirements. MECHANICAL GENERAL PROVISIONS LIGHTREALM - TUKWILA, WA 15100 -6 1. i 3. Equipment suppliers names, addresses, and telephone numbers. 4. Equipment catalog cuts and ratings tables. 5. Parts numbers for all replaceable parts. 6. Air and /or water systems balance report as hereinbefore specified. 7. Control diagram or drawing and operation sequence. 8. Valve tagging chart as hereinbefore specified. 9. Guarantee letter as specified below. 10. Any additional information required to enable the Owner to properly maintain the building mechanical system, 11. After approval of the Operations and Maintenance Manual by the Architect /Engineer, the Contractor shall famish two copies of the manual to the Owner. B. Mechanical System Training Period: 1. After the mechanical system is completely installed and operational, the mechanical contractor shall provide a minimum of eight hours training and instruction time for the building Owner or his representative. During thls period, the contractor shall instruct the Owner in the operation and maintenance of all parts of the mechanical system, using the 0 & M manual where applicable. C. As- Built- Drawings: 1. Provide two sets of blue -line mechanical drawings showing the wort: as it was actually installed. The drawings shall Indicate all departures from the contract drawings, and shall locate all underground utility lines with dimensions from established building lines. Make all notations neat and legible, with red indelible pencil. At the completion of the work, these as -built drawings shall be signed and dated by the Mechanical Contractor, and returned to the Architect/Engineer. D. Guarantee: 1. All work furnished under this section shall be guaranteed in writing to be free from defective work or materials for a period of one year after acceptance of the contract. All repairs or replacements because of defective materials or workmanship or noncompliance with code shall be provided without additional cost to the Owner. Contractor shall furnish a letter indicating above guarantee with space for date of acceptance and expiration of guarantee. Letter shall be included in 0 & M Manual. END OF SECTION 15100 MECHANICAL GENERAL PROVISIONS LIGHTREALM - TUKWILA, WA 15100 -7 t SECTION 15200 - PLUMBING PART 1 - GENERAL 1,1 SCOPE: A. This section covers the work necessary for the plumbing system, complete. The Mechanical General Provisions, Section 15100, are to be included as a part of this section of the specifications. 1.2 CODES: A. The plumbing system shall be installed In accordance with the Uniform Plumbing Code, latest edition, and all local and State Codes. Pali? PRODUCTS 2.1 PIPING AND FITTINGS; A. General: 1, Underground sanitary sewer and storm drain lines shall be installed at 1/4" per foot slope, unless otherwise indicated, If such slope is not possible due to existing inverts, approval shall be obtained from the Architect/Engineer and the authority having jurisdiction before any piping is installed at a lesser slope, 1 Connections between piping of dissimilar materials shall be made with dielectric unions. B. Domestic Hot and Cold Water: 1. Piping inside building shall be ASTM 088, Type "L ", hard drawn copper. Fittings shall be ANSI /ASME B16.23 cast brass, or ANSI /ASME 016.29 wrought copper. Joints shall be ANSI /ASTM 032 solder, Grade 95 -5, lead free. C. Sanitary Sewer and Vent: 1. Piping shall be cast iron CISPI 301, hubless, service weight, with cast iron fittings. Joints shall be neoprene gaskets and stainless steel clamp- and - shield assemblies, D. Hanger and Supports: 1. Pipe hangers shall be provided to adequately support all piping systems. Hangers shall be vertically adjustable to provide for proper pitch and drainage. Hangers shall allow for expansion and contraction of the piping system. 2, Hangers for pipe sizes 1/2 to 1 -1/2 inches shall be adjustable clevis type. 3. Hangers for pipe sizes 2 to 4 inches shall be adjustable clevis type. PLUMBING LIGHTREALM - TUKWILA, WA 15200-1 Hangers for cold pipe, sizes 6 inches and over, shall be adjustable clevis type. Hangers for hot pipe, sizes 6 inches and over, shall be adjustable steel yoke, cast iron roll, double hanger type. 6. Vertical pipes shall be supported with steel riser clamps. 7. All insulated piping shall be provided with minimum 18 gauge galvanized insulation shields, 12 inches long, and oversized hangers. 8. Hanger rod sizing and spacing for pipe shall be as follows: Pipe Size To 1 -1/4 inches To 2 inches To 3 inches To 6 inches 8 to 12 inches Cast Iron No -Hub Mlihnum Maximum Rod Diameter Spacing. 3/8 inch 6.5 feet 3/8 inch 10 feet 1/2 inch 10 feet 5/8 inch 10 feet 7/8 inch 14 feet 5/8 inch 5 feet and at joints 9. Provide hangers within 12 inches of each horizontal elbow. 10. Provide hangers with minimum 1-1/2 Inches vertical adjustment, 2.3 INSULATION., A. General: 1. All insulation shall have composite fire and smoke hazard ratings, as tested by ASTM E- 84, NFPA 255, and UL 723, not exceeding: Flame Spread 25 Smoke Developed 50 B. Piping: 1. All domestic cold water lines shall be insulated with preformed fiberglass insulation with a vapor barrier jacket. Insulation shall have a minimum "K" value of 0,23 at 75 degrees F. Laps and butt joints shall be sealed with pressure sensitive joint sealing tape of the same finish as the insulation jacket to provide a continuous vapor seal, Fittings and valves shall be insulated with PVC fitting covers and fiberglass insulation inserts, or with hydraulic setting insulating cement and four ounce canvass jacket with vapor barrier adhesive. Insulation thicknesses shall be as follows: PLUMBING 1520A -2 LIGHTREALM - TUKWILA, WA 2.4 System Pipe Sizes Up to 1 -1/4" Domestic Cold Water 1-1/2" to 2" Over 2" 1/2" 1/2" 1/2" Domestic Not Water 1/2" 1" 1" 2. Insulation shall be installed in strict accordance with manufacturers instructions. 3. Insulation shall be continuous through penetrations. 4, All insulation shall be installed in a neat and workmanlike manner. VALVES _ &_STRAINERS: A. Gate Valves: 1. Valves 2- inches and smaller shall be bronze body, rising stem, 200 psi WOG. If unable to use a rising stem valve due to inadequate clearance, use non - rising stem gate valve. Valves over 2- inches shall be iron body, bronze trim, rising stem and handwheel, flanged ends. B. Globe Valves: 1. Valves 2- inches and smaller shall be bronze body, renewable composition disc, 250 psi WOG, rising stem and handwheel. Valves over 2- inches shall be iron body, bronze trim, rising stem and handwheel, plug type disc, flanged ends. C. Ball Valves: 1. Valves 2- inches and smaller shall be bronze body, stainless steel ball, teflon seats, and lover handle. Valves over 2- inches shall be cast steel body, chrome plated steel ball, teflon seats, and lever handle, D. Check Valves: 1. Valves 2- inches and smaller shall be bronze 'Y- pattern, swing check, bronze disc, 200 psi WOG. Valves, over 2- inches shall be iron body, bronze trim, swing check, renewable disc and seat. J ART 3 - EXECUTION 3.1 S '. A. General: 1, Install all piping equipment, and accessories as shown, and in strict accordance with the plumbing laws, rules, and regulations of the State and /or City. All work shall be done in a neat and orderly fashion, and left in a condition satisfactory to the Architect/Engineer. PLUMBING LIGI-ITREALM - TUKWILA, WA 15200-3 B; Piping 1. All piping shall be run parallel or perpendicular to established building lines. Install piping so as to allow for expansion. Waste and vent piping occurring above floor slab shall be installed true and plumb. Extend vents at least 1 foot above roof, and provide watertight flashing sleeves. 12 TESTS:. A. General: 1. All piping and equipment shall be inspected and approved before concealing or covering. All work shall be tested as required by Section 15100 of these specifications, and shall be leakproof before inspection is requested. All tests shall be repeated if required by those making the inspection. END OF SECTION 15200 PLUMBING LIGHTREALM , TUKWILA, WA 152004 SECTION 15300 - HEATING, VENTILATING, AND AIR CONDITIONING PART 1 - GENERAL 1.1 SCOPE A. This section covers the work necessary for the heating, ventilating, and air conditioning system, complete. The Mechanical General Provisions, Section 15100, are to be included as a part of this section of the specifications. 1.2 CODES &. STANDARDS A. The heating, ventilating, and air conditioning system shall be installed in accordance with the latest edition of the following codes and standards: 1. Uniform Mechanical Code (UMC) 2. Uniform Building Code (UBC) 3. American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAM 4. National Fire Protection Association (NFPA) 5. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) PART Z - PRODUCTS 2,1 AIR _HANDLING UNITS AND_Ammaxbutigas A. Fan Coil Units: 1. Section to be submitted at a later time. B, Supply Fans: 1, Section to be submitted at a later time, C. Exhaust Fans: 1. Section to be submitted at a later time. 2,2 pvMPS A, Base Mounted Centrifugal Pumps: 1. Pumps shall be of the base mounted, single stage, end suction design with cast iron and bronze fitted construction. Pump and motor shall be connected by means of a flexible coupling capable of absorbing torsional vibration and provided with a removable coupling HEATING, VENTILATING, AND AIR CONDITIONING LIGHTREALM -- TUKWILA, WA guard. Pump, motor, and coupling shall be mounted on a common baseplate of structural steel design. Pump casing shall have a pet cock at highest point for air relief. Shafts shall be machined, case - hardened steel with heavy duty mechanical seals designed for intended service, pressure, and temperatures. Glands or stuffing boxes will not be acceptable. Pumps shall be of the vertical or horizontal split case design with internals serviceable without disturbing piping connections. Prior to final start up, pump shall be dynamically balanced. 2. Pumps shall be designed for operation at given conditions without cavitation or objectionable noise. Pump capacities shall be as listed on the drawings. Pump submittals shall include pump curves, capacity data, dimensional data, and material specifications. 2.3 AIR DISTRIBUTION A. Ductwork: 1. Low pressure ductwork shall be fabricated from galvanized sheet metal, unless otherwise indicated. Construction requirements shall be in accordance with SMACNA - Low Pressure Duct Construction Standards, latest edition. All sheet metal ductwork shall be sealed with , United Sheet Duct Sealer or equal. B. Duct Accessories: 1. Turning vanes shall be airfoil blade type, as manufactured by Duro Dyne, Elgen, General Sheet Metal, or equal. Vanes shall be installed In vane side rails. Single bladed, shop fabricated turning vanes are not acceptable. 2. Volume dampers shall be fabricated from galvanized steel in accordance with SMACNA. Dampers shall have a continuous galvanized steel shaft, with damper regulators and end bearings. Dampers located above inaccessible ceilings (hard ceilings) shall be fbrnished with concealed ceiling damper regulators. 3. Flexible connections shall be provided at all rotating fan equipment. Connectors shall be of fire, water, and weather resistant material. 4. Fire dampers shall be UL- labeled with frame, locking assembly, accordion style folded blades, and fusible Zink. Dampers shall be Style B with blades stored outside of the air stream. Provide duct inspection door at each fire damper. Minimum size shall 8" x 8 ". Inspection door shall be provided with a steel frame with gasketing around periphery, and a hinged panel. 5, Combination smoke and fire dampers are to be fusible link type with factory sleeve and electric operator located exterior to duct, 120 V. operator to be spring return, fail closed with 212 degrees F Link and UL label, Provide duct inspection door at each damper. Minimum size shall be 8" x 8 ", Inspection door shall be provided with a steel frame with gasketing around periphery, and a hinged panel. C. Diffusers, Registers, Louvers, Grilles, Weathercaps: HEATING, VENTILATING, AND AIR CONDITIONING LIGHTREALM -- TUKWILA, WA 1 5300 -2 L 1, See Drawings for requirement. 2.4 PIPING SYSTEMS A. Chilled Water Piping & Fittings: 1. Piping shall be black carbon steel, butt welded, Schedule 40 meeting the requirements of ASTM A53. Fittings shall be welded forged steel meeting the requirements of ASTM A34. Welders shall be certified and shall provide evidence of certification 30 days prior to commencing work on project. 2. At contractors option, piping under 2" may be Type L hard drawn copper, ASTM B88. Fittings shall be cast brass, ANSI /ASME 1316.23, or solder wrought copper, ANSI /ASME B16.29. Joints shall be ASTM 832 solder, grade 95TA. B. Condensate Drain Piping: 1. Piping shall be Type M hard drawn copper, ASTM 888, with solder joints, grade 95TA. C. Pipe Hangers and Supports: 1. See Section 15200 for hanger and support requirements for piping systems. See drawings for seismic support requirements for piping systems. 2.5 INSULATION A, General: 1. All insulation shall have composite fire and smoke hazard ratings, as tested by ASTM E -84, NFPA 255, and UL 723, not exceeding: Flame Spread 25 Smoke Developed 50 B. Ductwork - External Insulation: 1. Insulation shall be 1 -1/2" thick, 3/4 pound density fiberglass insulation with aluminum foil scrim kraft facing. All joints shall be taped with UL listed tape to provide a continuous vapor barrier. The following ducts shall be externally insulated: a. Supply ducts (unless internally insulated) b. Outside air intake ducts C, Ductwork - Internal Insulation: 1. Insulation shall be 1" thick, 1 -1/2 pound density flexible fiberglass duct liner. Liner shall have a "K" value of 0.25 at 75 degrees F., and shall be attached with 100% coverage of manufacturers recommended adhesive and welded or mechanically fastened galvanized steel HEATING, VENTILATING, AND AIR CONDITIONING LIGHTREALM — TUKWILA, WA 15300 -3 pins. All exposed edges of liner shall be coated with adhesive. Duct dimensions shown are net air side face -to -face of duct liner. The following ducts shall be internally insulated: a. Supply and Return ducts within 10' -0" of terminal units or heat pumps b. Supply and Return ducts in mechanical rooms c. Exposed ducts d. Ducts as indicated on plans D. Piping Insulation -- Chilled Water Piping: 1. Insulation shall be preformed fiberglass insulation with a vapor barrier jacket, Insulation shall have a minimum "K" value of 0,23 at 75 degrees P. Lap and butt joints shall be sealed with pressure sensitive joint sealing tape of the same finish as the insulation jacket to provide a continuous vapor seal. Fittings and valves shall be insulated with PVC fitting covers and fiberglass insulation inserts, or with hydraulic setting insulating cement and four ounce canvass jacket with vapor barrier adhesive. Insulation thickness shall be I". E, Piping insulation — Chilled Water Piping Outside Building Envelope: 1. Piping located outdoors shall be insulated as specified above. In addition, piping shall be covered with a weather-proof aluminum jacket, minimum 0,016" thick. Seam shall be located and sealed on bottom side of horizontal pipes. 2.6 jJBRATION_ISO A. General: 1. All rotating equipment and appurtenances connected to rotating equipment shall be vibration isolated from the supporting structure. No metal to metal contact will be permitted between fixed and floating pans, All metal isolators exposed to weather shall be hot dipped galvanized after fabrication, Piping connected to rotating equipment shall be hung with spring hangers for first 50 pipe diameters. B. Spring Hangers: I. Vibration hanger shall contain a spring and double deflection neoprene element in series. Spring shall have a diameter not less than 0.8 of compressed operating spring height. Spring shall have a minimum additional spring travel of 50 percent between design height and solid height. Spring shall permit a 15 degree angular misalignment without rubbing n hanger box. 2.8 SEISMIC SUPPORTS A. All equipment, ductwork, and piping shall be seismically supported as required by the Uniform Building Code, latest edition. 3.1 WOJij SH HEATING, VENTILATING, AND AIR CONDITIONING LIGHTREALM -- TUKWILA, WA 1 5300 -4 tpt va2 A. General: 1. Install all materials and equipment as shown and in strict accordance with the applicable codes for the State and /or city. Plans do not attempt to show exact details of all piping and ductwork, and no extra payment will be allowed for offsets required due to obstructions by other trades. All work shall be done in a neat and orderly fashion and left in a condition satisfactory to the Architect /Engineer. 2. All piping shall be run parallel or perpendicular to established building lines. Install piping so as to allow for expansion. Install all valves with stems horizontal or above. Install air vents at all high points. Provide ail piping which passes through walls, floors, or ceilings with standard weight pipe sleeves. B. Insulation: 1. All piping insulation shall be applied over clean, dry surfaces after system has been pressure tested and any leaks corrected. Finished appearance of all insulation shall be smooth and continuous. Provide coat of insulating cement where needed to obtain this result. 1 Flexible duct insulation shall be secured to duct surface with 4 -inch wide bands of adhesive applied on maximum 18 -inch centers. Additional galvanized tie -wire support shall be furnished as required and recommended by the insulation manufacturer. C. Diffusers, Registers and Grilles: 1. All difftisers, grilles, and registers shall be installed tight on their respective mounting surfaces and shall be accurately centered on ceiling tile, recesses, windows, or doors. D. Ductwork: 1. All sheet metal work shall be done by qualified, experienced mechanics in accordance with the requirements of ASHRAE and the latest edition of the applicable SMACNA Manual. All ductwork shall be installed in a neat and orderly manner, and shall be adequately supported to prevent vibration or sagging. All sheet metal ductwork shall be sealed with United -Sheet Metal Duct Sealer or equal. E. Air Conditioning Units: 1. Units shall be installed approximately where shown on the plans to provide access space for filter changing, motor, drive and bearing servicing, and fan shaft and coil removing. Pipe drain pan connection through a running trap to floor drain. Unit shall not be operated until filters are installed. Isolate sheet metal ducts from all fans with flexible connectors. END OF SECTION 15300 HEATING, VENTILATING, AND AIR CONDITIONING LIGHTREALM — TUKWILA, WA 15300 -5 F SECTION 15400 - FIRE PROTECTION PART 1 - GENERAL 1.1 SCOPE: A. General: 1. The mechanical General Provision, Section 15100, are to be included as a part of this section of the specifications. B. Work Included: 1. This section covers the work necessary to modify the existing fire sprinkler system as noted on the plans, and add a double interlock pre - action system for the area noted. Hazard classification shall be as required by the State Fire Marshal, NFPA 13, latest edition, and Factory Mutual. C. Qualifications of Installer: 1. All work shall be performed by a qualified, competent, licensed Fire Sprinkler Contractor who can furnish a verified list of satisfactory installations of this type and size, for a period of 5 years or more. Fire sprinkler contractor shall be licensed by the Idaho State Fire Marshal, and shall have in his employ an Engineering Technician (Level III), certified by NICET (National Institute for Certification in Engineering Technologies). D. System Responsibility: 1. All work required for the fire protection system, including design and installation, shall be the responsibility of the Fire Sprinkler Contractor. Coordination with other trades is critical. Contractor shall coordinate his work with all ductwork piping, electrical, etc., to ensure that all systems can be installed with a minimum of interference. Submittals which are required are only for the purpose of general coordination. Architect/Engineer assumes no responsibility or liability for the design of the system. 2. All monitoring of valves not shown on the electrical drawings shall be within the scope of work for the fire sprinkler contractor. This shall include, but not be limited to, the following: All conduit and wiring as required to monitor post hulicator valves, tamper switches, and any other devices required to be supervised by the fire alarm panel. The sprinkler contractor shall also provide all power, wiring and conduit required for a complete and operational dry-pipe system (if required), unless such electrical is shown on the electrical drawings. 1.2 ' A. The sprinkler system is to be installed in accordance with the applicable building codes, State and FIRE PROTECTION LIGHTREALM - TUKWILA, WA 15400 -1 Local Fire Marshals requirements, N.F.P.A. 13, latest edition, NFPA 24, latest edition, and Factory Mutual. PART 2 - PRODUCTS 2.1 SUBMITTALS: A. The Engineering Technician shall prepare and submit the following submittal data 1. Complete equipment list of all equipment to be installed, including manufacturer's name and catalog number. 2. Layout drawing of complete sprinkler system indicating relationship of all other overhead items, including ductwork, lights, and structural members. 3. Complete details and sections as required to clearly define and clarify the design. 2.2 MAT RIALS AND E Ul .MEN : A. All materials shall be as specified in N.F.P.A #13 Chapter 3, Systems Components: 1. Piping shall be black steel. 2. Fittings shall be 125 psi screwed cast or malleable iron for all threaded piping, 3, Fittings shall be Victaulic or aruviok fire protection products for all grooved or plain end piping. 4, Alarm valves or dry pipe valves shall be installed in system risers, 5. Butterfly control valves with supervisory tamper devices shall be installed for system control. 6. All materials and equipment shall conform to the requirements of Underwriter Laboratories (UL) or Factory Mutual (FM), and shall be so stamped. 7. Pressure switches shall be installed in each system riser (dry pipe systems). 8. Flow switches (water flow device) shall be installed in each system riser (wet pipe systems). 9. Alarm Bell shall be 10.inch outdoor electric bell. Furnish for installation by the electrical contractor. 10. Sway Bracing, both lateral and longitudinal, shall be required and shall be installed per FIRE PROTECTION 15400.2. LICNTREALM — TUKWILA, WA N.F.P.A. #13. 11. Fire Department Connection shall be provided for each system riser or manifold assembly. 12. Sprinkler heads shall match the existing system heads. 13. Provide 12 extra sprinkler heads mounted together in a suitable cabinet. Include spares of all types of sprinklers installed in the building. 14. Hangers, drains, and Inspectors Test Connections shall be installed in accordance with N.F.P.A. #13. 15. Backflow prevention as required by the local water company or fire department. PA t3 - .EXECUTION 3.1 MNSPECTION: A. Upon completion of the system, secure the inspection of the required authorities and perform such tests as may be required to demonstrate compliance with local and state standards. Upon acceptance of the system by the inspecting authority, inform the Architect/Engineer in writing, showing proof of acceptance. Submit all required test certificates to required authorities. END OF SECTION 15400 FIRE PROTECTION LIGHTREALM — TUKWILA, WA 15400.3 SECTION 15900 -- CONTROLS PART 1 GENERAL 1.1 GENERAL REOUIREMENTS A. The "General Conditions" of the specification apply to work specified in this section; consult them in detail for applicable instructions. B. All components of the Direct Digital Control (DDC) system must meet applicable local code requirements. 1.2 GENERAL_D.ESCRIPTIOK A. Furnish and install a networked Direct Digital Control (DDC) system for control and monitoring of the building heating, ventilating and air conditioning systems as described in this specification. B. System shall consist of stand -alone DDC panels, sensors, automatic valves, actuators, dampers, operating software, operator training, installation labor, warranty and all other necessary material and labor to provide a complete and workable system. 1.3 1111TALLATIMULQUALITI A. The entire building control system shall be installed by skilled electricians and control mechanics, all of whom are properly trained and qualified for this work. All wiring shall be installed in accordance with Division 16 of these specifications and applicable national, state and local codes. B. Supervision and checkout of the system shall be by local branch engineers and technicians directly employed by the Contractor. C. Contractor shall be a manufacturer -owned service organization which stocks and has direct factory access to the manufacturer's standard parts, manuals and training options. Contractor shall be fully capable of system inspection, trouble shooting, maintenance, and service to the system. D. Contractor shall maintain a field service office within 150 miles of project site. This field office shall have a minimum of five years experience engineering and installing the control systems proposed for this project. At engineer's request, provide a listing of at least ten projects of similar magnitude, complexity and facility use type completed within the past five years. .a IIMMITTALURAYBINS A. Submittals CONTROLS LIGHTREALM - TUKWILA, WA 15900 -1 1Tt 1. The contractor shall submit, prior to installation, a set of installation drawings, equipment data sheets and control strategies for review by the consultant and /or Owner's representative. 2. These drawings shall include the physical location of all building control system panels and controllers as well as a diagram indicating complete DDC system architecture. 3. The complete sequence of operation for the control system shall be provided. 4. A complete list of monitored and controlled points shall be provided. B. Record Drawings (As- builts) 1. Upon completion of the installation and final system adjustment the contractor shall provide and deliver to the Owner a full set of record drawings of the installation and the control strategies including printouts of all system programs, system database and system operating parameters. 2. Record drawings shall be submitted in 8 -1/2" x 11" bound format. At owner's request, provide a copy of as -built drawings on 3 -1/2" floppy disks. C. Standards and Format 1. All submittals shall be generated on reproducible Autocad (Version 14 or later) schematic diagrams. A. Upon completion of the installation, the contractor shall initiate operation of the control system and perform all necessary testing and diagnostics to ensure proper operation. Commissioning forms shall address all field devices, field controllers, software statements and software points. B. An acceptance test in the presence of the owners representative, and /or the Project Manager shall be performed, Deficiencies revealed by failed test(s) shall bo repaired and corrected and the test(s) repeated until successful, C. The graphical interface software shall be installed prior to completion and all modifications to reflect as -built conditions and changes shall be completed within fourteen (14) days of the scheduled completion date. A. The contractor shall provide to the Owner two (2) copies of an operator's manual describing all operating and routine maintenance service procedures to be used with the system. CONTROLS LIGHTRBALM • TUKWILA, WA 15900 -2 1§ B. The contractor shall instruct the owner's designated representatives in these procedures during the start -up and test period, C. On -site training shall consist of a minimum of one (1) full day (8 hours total) of training performed by an engineer familiar with the specific design of the system provided for this project. On -site training shall be separated into an initial half (1/2) day session that will occur at or prior to building completion and a second half (1/2) day session that will occur 1 -2 months after building completion. The instructions shall consist of both hands -on and classroom training at the jobsite and shall be open to up to 6 owner personnel. 1.7 WARRANTY A. The building control system, including all hardware and software components shall be warranted for a period of one year following owner's beneficial use of system. For phased project completion, the warranty shall also commence in phases. Any manufacturing defects arising during this period shall be corrected without cost to the owner. B. In addition to the hardware warranty, the Contractor shall correct any software sequences that do not meet the specified sequence of operation. Modification or repairs required due to changes enacted by the owner's system operators during the warranty period will not be considered warranty hems. 1.8 A.C.C.EPTABLE MANUFACTURERS A. The DDC system shall be Siemens Building Technologies, Landis Division System 600 and shall be provided by the local Branch Office of Landis & Staefa, NO SUBSTITUTIONS. B. Pricing structure has been negotiated prior to bid with engineer /owner. Contact Siemens Building Technologies, Landis Division, Ron Haxton, (208) 898-5950 for pricing. PART 2 - PRODUCTS 2.1 gps SYSTEM A. GENERAL 1. The Direct Digital Control (ADC) system shall possess a fully modular architecture, permitting expansion through the addition of DDC controllers, slave panels, terminal equipment controllers, operator terminals, personal computers and /or a general purpose multi- tasking, multi- operator minicomputer. CONTROLS LIGHTREALM - TUKWILA, WA 15900 -3 B. DDC CONTROLLER 1. DDC controllers shall be stand - alone, microprocessor - based, with a minimum word size of 16 bits. They shall be multi - tasking, multi -user, real -time digital control processors consisting of modular hardware with plug -in enclosed processors, communication controllers, power supplies and input /output point modules. Controller size shall be sufficient to fully meet the requirements of this specification and the attached point list and with spare capacity and expandability features as described below. 2. Each DDC controller shall have sufficient memory (minimum 1 MB) to support its operating system and databases including trending, dial -up communications, alarm management and manual override monitoring. 3. Each DDC controller shall support monitoring and control of the following types of points, without the addition of equipment outside the DDC controller cabinet: a. Analog Inputs (AI): ital Inputs (DI): c. Digital Outputs (DO): d. Analog Outputs (AO): 4 -20 mA 0-10 Vdc Thermistors 1000 ohm RTD's Dry Contact Closure Pulse Accumulator Voltage Sensing Contact Closure (motor starters, sizes as required) 0 -20 psi 4 -20 ma 0 -10 Vdc 4. Each DDC controller shall have a minimum of one spare of each point type (analog inputs, digital inputs, analog outputs, digital outputs) and no less than 10% expandability within the controller enclosure. Provide all processors, power supplies and communication controllers complete so that the implementation of a new point only requires the addition of the appropriate point input /output termination module and wiring. Provide sufficient internal memory for the specified control sequences and have at least 25 % of the memory available for Nture use. 5. The operator shall have the ability to manually override automatic or centrally executed commands at the DDC controller via local, point discrete, on -board hand /off /auto operator override switches for digital control type points and gradual switches for analog control type points. These override switches shall be operable whether the panel processor is operational or not. Switches shall be mounted either within the ADC controller key - accessed enclosure, or externally mounted with each switch keyed to prevent unauthorized overrides. DDC controllers shall monitor the status of all overrides and inform the operator that automatic control has been inhibited, DDC controllers shall also collect override activity information for CONTROLS LIGHTREALM - TUKWILA, WA 15900 -4 1' [,;; reports. At a minimum, all digital outputs (except terminal controllers) shall have supervised manual override switches. 6, DDC controllers shall provide local LED status indication for each digital input and output for constant, up -to -date verification of all point conditions without the need for an operator I/O device, Graduated intensity LED's or analog indication of value shall also be provided for each analog output. 7. DDC controllers shall provide at least two RS -232C serial data communication ports for operation of operator I/O devices such as industry standard printers, v §. operator terminals, modems and portable laptop operator's terminals. DDC 1 controllers shall allow temporary use of portable devices without interrupting the normal operation of permanently connected modems, printers or terminals. N t 8, Each DDC controller shall continuously perform self - diagnostics, communication diagnosis and diagnosis of all panel components. The DDC controller shall provide N both local and remote annunciation of any detected component failures, low battery conditions or repeated failure to establish communication. Z management routines: . 1 10, DDC Controllers shall have the ability to perform any or all the following energy �t C. a. Titne -of -day scheduling b. Calendar -based scheduling c. Holiday scheduling d. Temporary schedule overrides e. Start -stop time optimization f. Automatic Daylight Savings Time switchover g. Night setback control h. Enthalpy switchover (economizer) i. Peak demand limiting J. Temperature - compensated duty cycling k. Fan speed /cfm control 1. Heating /cooling interlock m. Cold deck reset n. Hot deck reset o. Hot water reset p. Chilled water reset q. Condenser water reset r. Chiller sequencing s. Prioritize alarm signals in at least 3 levels of criticality The software programs specified in this Section shall be provided as an integral part of ADC controllers and shall not be dependent upon any higher level computer for execution. All programs shall be executed automatically without the need for operator intervention and shall be flexible enough to allow user customization. Programs shall be applied to building equipment as described in the Sequence of Operations. CONTROLS LIGHTREALM - TUKWILA, WA 15900 -5 11. Alarm management shall be provided to monitor and direct alarm information to operator devices. Each DDC controller shall perform distributed, independent alarm analysis and filtering to minimize operator interruptions due to non - critical alarms, minimize network traffic and prevent alarms from being lost. Any critical alarms shall have the capability of generating a user defined message and routing that message to any operator device or printer At no time shall the DDC controllers ability to report alarms be affected by either operator or activity at a PC workstation, local I/O device or communications with other panels on the network. 12. A variety of historical data collection utilities shall be provided to manually or automatically sample, store and display system data for points. Each DDC controller shall have a dedicated RAM -based buffer for trend data storage and shall be capable of' storing a minimum of 10,000 data samples. Trend data shall be stored at the DDC controllers and uploaded to the workstation (if provided) when retrieval is desired. For systems with graphical workstation capabilities, uploads shall occur based upon either user - defined interval, manual command or when the trend buffers are full. All trend data shall be available for use in Microsoft Word or Excel applications. 13. For project with smoke control requirements, the DDC system shall be fully compliant with NFPA guidelines 92A and 92B for smoke control. System hardware shall be UL 864 -UUKL listed for smoke control. C. APPLICATION SPECIFIC CONTROLLERS 1. GENERAL a. Provide Application Specific Controllers ( ASC's) as required for control of unitary mechanical systems or pieces of equipment, Each ASC shall be a microprocessor -based DDC control unit and shall be capable of operating either as a standalone controller or on a LAN communications network originating at the DDC controller. Provide each ASC with sufficient memory to operate in a truly independent manner; that is, each ASC shall support its own inputs and outputs, operating systems, database and programs necessary to perform control sequences and energy management routines, b, Provide the following types of ASC's as necessary; - Unitary Controllers (UC's) - Terminal Equipment Controllers (TEC's) - Room Pressurization Controllers (RFC's) - Differential Pressure Monitors (DPM's) 2. NOT USED CONTROLS LIGHTREALM - TUKWILA, WA 1 5900 -6 3. TERMINAL EQUIPMENT CONTROLLERS ( TEC's) a. Control of terminal units such as VAV boxes, heat pumps, packaged rooftop units and reheat boxes, shall be accomplished by a microprocessor based stand- alone controller utilizing direct digital control. The Terminal Equipment Controller (TEC) shall interface to the building control system on a LAN communications network originating at the DDC field panel. An individual controller shall be provided for each terminal unit. The terminal controller must be listed by Underwriters Laboratory under UL 916 PAZX and UL 864 UDTZ. b. For VAV boxes, the controls contractor shall furnish the terminal controller (controller, damper motor, flow transducer) to the terminal unit manufacturer for factory mounting. Costs associated with factory mounting of terminal controller shall be covered by terminal unit manufacturer. The terminal box manufacturer shall provide an averaging air velocity sensor suitable for interfacing with the TEC's differential pressure transducer. c. The controller shall include a differential pressure transducer that shall connect to the terminal unit manufacturer's standard averaging air velocity sensor to measure the average differential pressure in the duct. The controller shall convert this value to actual air flow. Single point air velocity sensing is not acceptable, The differential pressure transducer shall have a measurement range of 0 to 4000 fpm (0 to 20.4 m /s) and measurement accuracy of ±5% at 400 to 4000 fpm (2 to 20 m /s), insuring primary air flow conditions shall be controlled and maintained to within ±5% of setpoint at the specified parameters. The BAS contractor shall provide the velocity sensor if required to meet the specified functionality. d. Each controller shall include provisions for manual and automatic calibration of the differential pressure transducer in order to maintain stable control and insuring against drift over time. Calibration shall be accomplished by stroking the terminal unit damper actuator to a O% position so that a 0 cfm air volume reading is sensed. The controller shall automatically accomplish this whenever the system mode switches from occupied to unoccupied or vice versa. Manual calibration may be accomplished by either commanding the actuator to O% via the POT or by depressing the room sensor override switch. Calibration of the transducer at the controller location shall not be necessary. e; Each TEC shall be accessible for purposes of control and monitoring from a central or remote operator's terminals as specified herein. f. TEC damper actuator shall be of the 24 Vac floating point type. Upon power loss, the actuator maintains its current damper position. Position status is shown in percentage open notation. g. TEC room temperature sensor shall come complete with a terminal jack and programmable override switch integral to the sensor assembly. The terminal jack shall be used to connect the portable operators terminal to control and monitor all hardware and software points associated with the terminal unit. A CONTROLS LIGHTREALM - TUKWILA, WA 15900-7 terminal jack may be alternatively located on a stainless steel wall plate mounted adjacent to the sensor. An override switch shall initiate override of the night setback or unoccupied mode to normal operation when activated. A thumbwheel -type temperature setpoint dial shall also be provided with 1 Deg F temperature increments. Override switch and temperature setpoint functions may be locked out, canceled or limited as to time or temperature via software. h. TEC's for VAV or CV applications shall be provided with integral differential pressure transducer capable of accepting an average air flow measurement signal from the terminal box averaging air velocity sensor. The value is converted through a square root function to average airflow by the TEC. I. TEC control valve electronic actuators shall mount on the valve body and provide complete modulating control of the valve. Valve body shall separate from actuator for servicing without requiring any special tools or electrical connections. The actuator shall be of the floating control point type. TEC wiring terminal bars are to be detachable type allowing quick serviceability of the electronic controller hardware without removal of the existing wiring. J. 4. NOT USED 5. NOT USED D. GATEWAYS 1. Controls contractor shall provide necessary equipment to communicate with Liebert computer room units. Equipment shall consist of Siemens Modbus Master Driver Open Processor Gateway and Liebert Sitelink, E. CENTRAL OPERATOR INTERFACE CONSOLE 1. SOFTWARE a. The new system shall be connected to the existing Operator's Console located at the Nampa facility via the owner's network. Connection shall utilize fiber optic connection provided by the owner or under Specification Section XXXXX, Connection can be via RS-485 with copper to fiber optic converters or by utilizing Apogee Ethernet Modules (AEM) and the owner's Ethernet network. 2.2 =JIM= Q,ML .f A. TEMPERATURE SENSORS 1. All temperature sensors shall be solid state electronic, employing a resistance type output. Room and zone temperature sensors may be thermistor type. All duct sensors shall be rigid or flexible probe, averaging RTD -type sensors. All duct CONTROLS LIGHTREALM - TUKWILA, WA 15900-8 mixed air sensors shall be flexible averaging RTD -type sensors with sensor element length suitable for complete duct coverage. Pipe sensors shall be RTD -type. Provide outside air temperature sensors with watertight inlet fitting and sunlight shield. All single point sensors shall be accurate to a minimum of -4. 0.5 degrees F at 77 degrees F calibration point. Duct averaging sensors shall be accurate to a minimum of + 1.0 degrees F. B. CONTROL DAMPERS C, DAMPER ACTUATORS (ELECTRONIC) D, CONTROL VALVES E. VALVE ACTUATORS F. LOW TEMPERATURE DETECTION THERMOSTATS G. DIFFERENTIAL PRESSURE SWITCHES H. CURRENT SENSING RELAYS 1. Provide current sensing relays for status of fans or pumps as called out in sequences or input/output summary. Provide with field adjustable current setpoint range. 2. Voris, Nielsen- Kuljian or approved equal. I. DUCT STATIC OR VELOCITY PRESSURE TRANSMITTERS J. BUILDING STATIC PRESSURE TRANSMITTERS K. LIQUID OR STEAM PRESSURE TRANSMITTERS J. STEAM OR LIQUID PRESSURE TRANSMITTERS L. PRESSURE SAFETY SWITCHES M. CARBON DIOXIDE SENSOR N. CARBON MONOXIDE SENSOR 0, REFRIGERANT DETECTOR P. DUCT AIRFLOW MEASURING STATIONS CONTROLS LIGHTREALM - TUKWILA, WA 15900-9 Q. HUMIDITY SENSORS 1. Combination sensor /transmitter measuring resistance change through bulk polymer sensor with accuracy at 77 degrees F of _± 2% RH between 20 -95% RH including hysteresis, linearity and repeatability. 2. Output shall be 4 -20mA, 2 -wire, isolated loop powered, 0 -100% linearly proportional. 3. Provide duct or outside air sensors complete with element guard and mounting plate. R. DUCT SMOKE DETECTORS S. LIQUID OR STEAM FLOW METERS T. INTERPOSING RELAYS 1. Track mounted SPDT relays (or as required) for all interposing applications, 2. IDEC or approved equal. U. LEVEL SWITCHES V. DAMPER END SWITCHES W, VARIABLE SPEED DRIVES PART 3 - EXECUTION 3.1 SEQUENCE OF OPERATION A. GENERAL All setpoints, limits, etc. shall be adjustable through the central CPU or the laptop computer connected to the system. B. HOA OVERRIDE /STATUS PANEL Provide HOA /status override panel including the following for all mechanical equipment control excluding terminal controllers (Note: Must be modified if UC's are to be used). 1. Hand /Off /Auto selector switch for each binary output. 2. Hand /Auto variable positioner for each analog output. 3, Feedback to central panel for annunciation of hand position. 4. LED status for each binary output and input. 5. Variable intensity LED status for each analog output. 6. Lock cover to prevent unauthorized access to switches. CONTROLS LIGHTREALM - TUKWILA, WA 15900-10 7. Cover to include clear tamperproof front for viewing switch position and LED indication. 3.2 GRAPHICS_SCREENS A. Contractor shall create graphics for each discrete mechanical system controlled by the EMCS. These graphics shall include the following types of systems at a minimum: 1. Building Floor Plans Indicating Zone Temperatures 2. Air Handling Units 3. Building Terminal Units (VAV, CV, Lan Powered, CV Heating Coils, etc) 4. Zone Coils 5. Air Terminal Units 6. Air Handling Units and Make -up Air Units 7. Boilers and Steam Converters 8. Main Exhaust Fans 9. Building Floor Plan 3.3 1 PN UT/OUTPUT SUMMARY A. See attached at end of this section. 3.4 INSTALLATION REQUIREMENTS A. CONTROL WIRING 1. All line voltage wiring and low voltage wiring in exposed areas shall be run in EMT, conduit or wiremold. Wiring run exposed in finished areas shall be in wiremold. 2. Wiring shall be in accordance with the "Electrical" section of these specifications, Section 16000, and all applicable codes. Wiring within concealed, accessible spaces may be run with plenum -rated cable as allowed by local codes. 3. If utilized in lieu of conduit plenum -rated cables shall be run In an orderly manner, tied and bundled every 3 feet on average. B. LABELS AND IDENTIFICATION I. Identify all equipment and panels. Identification shall be with labels describing equipment and panel use and function. 2. Labels shall be engraved or printed with contrasting text using bakelite, plastic or metal material. Labels shall be permanently glued or mechanically fastened. 3. All wires and cables shall be identified with permanent markers at each end. The wire designator shall match those on the shop and installation drawings. CONTROLS LIGHTREALM - TUKWILA, WA 15900 -11 C. GENERAL 1. Provide and install devices, relays, switches, thermostats, sensors, dampers, conduit, wiring, and tubing to provide a complete temperature regulation and control operation system. All wiring shall be run in concealed areas where possible. Where necessary to be exposed it shall be installed in a workmanlike manner. 2. Contractor is responsible for providing a complete and operational system as called out in the sequence of operation and /or in the input /output summary and /or the mechanical /electrical drawings for this project. Any item referenced in one part of the system documentation but not listed elsewhere shall be covered under contractors pricing (i,e. damper called out in sequence but not indicated on drawings. E. NOT USED PART 4 -_SE UE _ ON OPE ATION 4.1 SECTION TO FOLLOW END OF SECTION CONTROLS LIGHTREALM - TUKWILA, WA 15900 -12 u.:,i eJnr Luuu • 1L. y•y 4V VJV'TV 1 VJ imor PROJECT: COMPUTED BY: 1•'W.0..1 ._ Musgrove Engineering, P.A. 1 MV.... Va. RECEIVED crty OF TUKWILA MUSGROVE ENGINEERING, PA MAR 0 7 2000 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83705 DATE: 6 -Mar -0O CHKD. BY: DOM Windsprint - Tukwila CEP PPRMIT CEtLTER LOCATION: Tukwila, WA. ELEVATION, FT: 500 ( v.:YY.W�/A > I ' i i; .>. biiT'� : l�Y - -i ?'... 4�KI� ��� Y� ,1 .. O111-r ' ' i +&.�►a d' •,►�L4 7 .. .. `a frN:t: Y:i Jk �.T . }i •fY•�y -0.: .:h u. RaUS <l. Y^ (�% • '...'.•:`1°. . S:••F'.:. �!"`f,`�`.Y""" f f? .,;bide! 1 jr .1..04, ?e� •.iy- -�'"r' 9e+ i¢a ,Llr.. N ill i y V y, ... !tY %k .�'�I ' A M _ la 'HF'r �� agoziri: :�' • ; _ ..E..4' .'� /' S,. fiLi +1i ',pi7`tiatl .. . 0. 65 40 R -12 12.00 If 1;r A ^ � +o 0,44.0. i:ak Ma% 4..x4. i 0.78 a;z (B; 4A1_;.r,m_ilifr� I: ; . 78 0.68 7 -, DESIGN CONDITIONS Page 1 - ^.'Tili..lub I �T MRIF 4!r:'..B "�i x r : � f r .v . ir i i 4 » f, > 4. ,. r',AF s�E� . . l'f _l.. -Tr ma % (}i 7s r .r. 1 ..0 4 "'Fe"5iF1 r a �ar 1 .,s+::; °;�k ... f;.k,u?w .. . *. Go- ,/ .i� +a tS AN�W. . . .. IK` i 'r A ; �X A 1 :1 0117 f y pp � -' J ; f�;' ' ` II R -12 12.00 Itra .`�:1', P ;iiII c ,L,Aar. '. 5/8" GYP BRD 0.78 a;z (B; 4A1_;.r,m_ilifr� I: ; . STILL AIR 0.68 (rii• y a, 4rtk. tif' ry f4 13.63 fkvirtifiaiitAGffrfirfnfiffti um� ��, r •..-N, j i. i..si,�. ,+� .. IT zl e � °f' " 77 i �4Jp�ry• t*VV' ►) � i if th4_1, i.. L ►;a ,,,! �.....; .'.p , 0.0 3 rt��',r�,i j�'� ��T �� ♦ j FY,1,4' {�,{�, y� � I J,`T';j,� ' r r � 7 '��j 1f ,; � __"_ 'i.,� w r r I [Sf.YI.11...L-..l...S)• '""4:..` EF fail +, iYi 1 . '1.�,WTIMA.1.�./1..t' `5'." k IP At t� 1y �+i �8 ] I �" _j . is ' r r�.Y3- J.�.aS...i M < a�.-la.� f rJ K ? it , >J a `IELM laid l "; i 1A CEIgli ill 0.17 O -t, etita rf 1/2" CDX PLYWD 0.82 $971- zI1ie'aM. ri ��:� ' y:. �� R -19 19.00 :u1 .2 (p1q_ e2,A ... 4" SIa. 0.78 i,[;:t:ia: ,`fU 14(.. 21.3 rA 'M`r rM ON GRADE STILL AIR 0.61 i . 1,?.!'? ffi .' ' ' IgivI.Gfaii,a7WIA r-) , . ..cj'_if E� '''""..:�LrY a..L.. i _+_ • 21,18 -._ � . 0.0 ��� yy� ( ,tai i��_ai l �r �{FF x. � S rv� 1yyt� r� �, , .... /., a� a i..�..i s d c'a`i 'i e' o`%. �� 7 r�` • A�.i.�af+�/� T,m ltrw t r . �(3 .::'!�l`u' e.71 1 r tV `" r __. 0.81_ __ < class Door _ 0,60 DESIGN CONDITIONS Page 1 • rUai CM/ LUUU 1 L. •H LUU•IUNU t UJ I.11.JJV1'..t r L_ L.11S-4 CC)C)I INC, 1 OAn CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUIT i Ml7t U:1 PROJECT: __ !WindapNnt • Tukwila COMPUTED BY; ZONE: _ CEP DATE: 6- Mar -00 (.. CHK BY: j DOM «_ .. ZONE 1.O oration !DESIGN TIME: j _ 6 PM } l�lT'pf },^ ��ii x tae +n • - I�;�l1R�Eiala ,,. •� a z: '" x 1b.y. .4. {. I . :� 8 ,' >-� '°`'{< -► ....r-.4'. P , r 25 �,$ ` r EIaTE 85 • i,''L1' u��1%►+wr<t+t++lt ' , r.l��%.r ' �`.1 ��y •�y ;;'�� lr V � 4�l�,» �� a - , ; .,i -'�` ! nCi.nU.' . Tukw/la, WA._.... .. _. __. 40 1 ... 1 .j. M, YMi`cir £w „ lC ; . ... 0.073 0.000 .._. Slab 0 on grade ........ —7 �0 0,047 ..... r2 59 k . .... ` °. > 0.81 ... _. 0 .6 0.60 0 ' r t .. am a ...,=1,..,i,"11 Cr' i.:41, a gpp+� r a�rr ��fYJt WM'•t- :,,; ; = • ~ Q += Yr'.}` t V�. i ,.� l i. .a �Y f yy '.Y y:. :,rr. .• . 4. s ,:t. 'n1 ,:• K 4b ' Kp « k i rim: 1,0" 4 n 1 • 'J y 4t > 6 ,M! r lee 4 , .414: '••`0 s,: Ee,, ' t ' .f 'y4 bz«Y M ., � ' % t> S• � Fr A. w. • ' • "..k. " - . .._. M t. ;• r N . Mi'4Yf•W { . .f 'rx• ' . y � : ,t ` � L_ ''�.) ' y • ..4 s'' L$6E!i 62 25 — T •y 4 � A. "ten ' 1.-t.,... i'5,0 , ,.i7.a' . .,� X . �`i.,/r• ,•."- . l..j • ,. ..r_' ;: U itch <tY10.047 0.07$ 1 Wt. «.yp : M p t9� } « is ' C Fi r" ;p+g M . ..• n . . .h:.. }i.. 1A}A Xi'd 0 �- + 1• 1 '14E i w y14 +. ...lt Yxiy }1 Ag44 .r:-4,YA..Ys �rl},i i .. . " w F i N, :r.:4�•4r+ '. . ._ . .«: r n..; _ . _. 0 0 . ....w_. .c 0 0 0 0 _ 0 25 . 0.073 0 1 0 27 0.073 ., ..... 0 w 0 27 0,073 _ 0,07 ......._. �.... 0 ..{ . 1 . 0 .,._. 31 - 1 0 81 .yN _ 0.073 ...... 0.073 . -- 0.073 0 ... 0 ..._. 1 p 1 «, .. 0 72 0 0 55 .., 0 .....� i.w «__ - �0 Y)•:tt. �y �, • - �. ,,�,,, Xf 2; '.T' 1: RE., �: a per • m y y F ,.i. } .'. . rt .>, +:o � „?�• ,r' .._........... '�.�1}4. 1 N _•�%s!tt4 , _ :: '.: !, . : • :; a4 sj'�� a w.. O.s ae±rY ,; d d . ,... }..fit . � • T j� � �"" »0�s ' , �._,... 0 .� 0 _.. ,.,,... « 7 _.• . 0,59 0.80 0 r� 1020« 0 .•...wI.4, l� Y i i. r:' :. ^'ri!N c t, . F h !i.. :.41.''t..,L,: ' is i,,. 7 `- ♦ i /`1•;�S4C'� !1 N rt'v Ri .ra,.w 9•,� . ......L. .r_ s— s K I + %„t ii. "i. Y, :lam,.,• t,�M W M ' :.t {.f, .1. ,f /AA! 1 k, !... +'•. �,•7�-• ' T1 � yf ,�' { • .. .y .ac�" �Si /� �.t.1•�.�i i :.1. °,�a -d k'; •• atr'n , :41 YT ♦ rt ... ,t N'. fP 444 A . w. 37 7 . i,•.,"�. t :ate, iCtith•4 ' '.. ± '�' M O `, Jsi ��� a ' r +) • ,.,. ,1! 40,; ' - �� .�. : C _1+T "T c = ■ `' = -� ti�'r” I• • = = , ? .�i,Wrl.� * ,, . r - - -« _..: 0 0.75 .• 0.8 ,. ., _.._ . 159 0,23 0.81 0 0 BOOMMIIIIIII " 0 216 7 3 0.81 0 179 0129 0.81 0 12A �. ~Q141 T0,81 __ 0 ,• _ • .0 ,w-. 0 +—a..a.w_.a 161 MU :... •. • 0 .—.. 179 •, 0.59 s_,. 0.81 0 215 ... • 169... —. 0.55 0.81 0 - ..._ Oy _ «.._.. .... ....•,.0,61 0.81 .. ...._ 0 ....., 1 254 0,58 0.81 ii �T,.�y' Y • Y i 441. trt • • '4 .} y� p,fi �y 1 E 1y �i •!� ,, y, `t 4 , df . . • • w T! i! ! . ? yi r.+.a.w.t .y. p{!k• fi• y ?I^Y,! it .k. r''r: r ai �qqq *At.:, q �p"k +t•i rKa7i 9•V.a. +'• t•aw i,r•M V 44.Vii'i;iai of 1890 -.., e965 5482 3482 .,._ k�•}; !'f+'N " 1 }.` + w { �. �"nr't, p f• 1�,Y, 121 ;•: rr %ti;." �,9 H'.W�Y �f a% 'iir. ? r. • 1960 }`' '�a7 : �� ., .. • .�F 0 ! ...,. 6 ' �1 rwm x f* : )a" aa''Na c r. %7��' t t s rat. a 211 ' b �2 1' -._ {j, .• 20 sr r. n� i " 4 •..•—.._ yvA * gi • <iikf''t1 I.RM �4M,t100 .tL •' i4� 1 >fy, ,spa,. at • WWWSr •. . • irr MVr ♦ YZ.Z 'tt:•isix: �„ �,'M+ •M 4.,. • f..' 315 • 32_6 , t'at ►.t�4# ,, �i,�' , Ct , -c j .w' M.� r l { rYrr �� . ' •4 1 2 _, _• 2040. �„' (1 p' �. 8 r.{ I , 9W04r a " vill. s Ff. :d , . 1� - 1020 ,.a , :. •yyµ. -�•PT�♦♦ i II...,;es.; •a•. C h .'7 '1:. .. !S{.??t ,w y. .5°r'6 s.:+asY: 3"r, i` 'Y/ �' !! i �q _ ` i .V} .µ �i'.... ♦.o-r ' h' }l a.>wa , •+rt s. i t Y :r`�•> h,[f't '<ws« +'�� M,�"� 4t ' v L.l.*-, ' slii i4' f1 , .. 120 r ' .4 r — • ,- -,i- -i ..M� /}vr ?$r y Wy lO. r;f1'•.•: 'iy:i �4p;Lk' .•,•+nMr .::nJkT r 7 ; � :, . W (, , im ` '..•v. s , :.. • :,Y 7Y•v fH• 7}:+: • aa �. nr'v '•I •+'4h i.,y R.,f'i ,az•^ �jj5 iP y�.,v,¢,,'s td, Fdr i (? .4.ie:4{tit:rxa } t'' .. }+ i7 . }IS`i` t:"!�`• .! F .,�:,I 1.08�'��.,, i• H 2'+,i' r'�7"�' �a%4+ 2t:AU... �.' .�5. I11�+1 4 sus..• }•a :14•a 141'1:4 ?Y•• {tiJ i<i' r k S. iiw`'i:•ii` ...- 4-.. '•i 907y' •A '�'.•.... 0. ,:iti �,y, „,•'y.,,• sr: tt'r. a, :�;yy4.. 4441 ..,s..< .J 1 .. +w nwi: :...:..::i ,4rk': ,?S ".,.1 , 120 ... «..._ - GR%LB 0.68 ... ._ 0 rv:r''i 6 >i't•• rf• ?�:'4 r.L.s.+'.. . .tr..,: �+ k ,: � r�� H.<.•, . �,j;.a..:a, .� �.�. o')r},y.. .••:,-7.p�ah Tri?.� ' �yvgitr *�1ss'}{ W tP+. i .I�:ffi4.af t•i:la :k• ko-..., 'L*h A ' ^ert .. r < M••j >A {,'� 14f*3 S ,...: Ciri1,:tiJ:Y4Y 5r..:j• <t �.. aura i''yt•Y94ii'w; S:.:µ. '6F� f j' , G _. .. 9tryai � � `• :�� .!� <, v rr.a ���,��: ..;�� .' .}• ,---,w ti m • i.v:,•<.w:i 9 �'Y it• }1.7; >r ?' }•. 10% ' .jY Q, tt ,:t f. +,iYr'. ; r 1 s7o6 -• 1871 '...{. 1 aso -_. 165` .♦ IS A!.1. etl•;:f:•3:1. . A". , �,,,T,:.• PROJECT BLOCK h'W s11'1: 1' • K LOAD S �; + f . k� ,. > 3: f{{ ::.Nor /y� v;,. w> >;.t '1yrJ' '. ?f,, A: 4tx.t:,y!r'.cf1•r;. `;ty;Yi.A.-v140...sW,... t »w: 2057_7_._ ._ 2145 TOTAL SQUARE FT. 1020 .,.. i...,t� < rt-� ,�y ,y *afa;. ».: ,. + 8•tat5 >,a,' a•.::: <. r, s'$..ia >u•�:, t ��� !•iX %}�avYryf '1y Yp V •• ':fr.Y•r>1. Yi ��.r14,•.',.:k. C'S'1N., %�v� a,X w•{,1• R.o> �% ��I ��• • *'�t��v� ; ".__. I;�W ±. i'� }:. 7h , .. rh }y,, :i•'V<•Ii •:�•1 ' , rr t rfR a' 1 K f7 t''''••4 p t' ;'o-? <.ca1;M .H•sir:L:.'f1 • l{.' TOTAL, 8TUH r� •r: . } V U 22722 i rr ;'rf q. •y�f' It•Yv s•'•.Sr�i:• .rj 5,� � - • ' .r: �.89 ,,e ,t}f tx`• •Ti';+};1?i: • kt''' r.a...F.:•- .rf< -%' : ,:x: s. y iw ar'f ria,:, C ...k ..0 Y TOTAL TONS Y :_ �: '.'r`,�►., — ...... L ON 1.85 a #: >r,;r�ak <N.;:i !•,'1.4:V..7 .: -....v.:471,...4.11.•044•//pr _ _ ,yy •i«: r•.t yT }+ : 539 ;nt;4: COOLING LOAD CALCULATION Page 1 COOLING LOAD CALCULATION MUS 3ROVE ENGINEERING, PA 410 S, ORCHARD SUITE 134 BOISE, IDAH COOLING LOAD CALCULATION Page 2 "§ vs2 Og PROJECT: Wlndsprint - Tukwila +r COMPUTED B Y: CEP DATE: 6- Mar-00 �• CHK SY: DOM • r..... ZONE: ZONE 2 - Maatin • Room DESIGN TIME: 5 PM 1,41 .� MP' . '? 25 ► ,,,o .ErI� lUI !I < K* 11_ 11 47 •`�>" 1 1�K" 10 �_ '= ' /- _l; , , 0,59 .•�r1 ty.f . a ;,Yka»"' •z -iit� wl ' YN' p 4 0-" r`et A. >li....`�' i tr<••�x`w ` +.0.4' Y aria »n t f ( W "f •f! ' NbY.xafi K.i •Yir. •> a `£,; J w s S•..' f` 44' 4 d At Wyly »x y f+•f+O: y ...... k$'f• 1' p. }.M 1}t tli o t �„ Pa : .y4 i._........... � " 1!» .;� . Q ./ .. ; . 2 i§Is �z �Ur 85 fly • t! FY :' Tukwila, WA, 0.073 , K. 4'• r16 slab an grade 0,047 0 # t„ ,, Irit. M UE xY� • �„„ 4i; s. MI. VOW a fp.t }„.. "}�sxc, tY. {yy� . t %k}Y r % O }jrI i ..._ _ r0.81 r• oL . :�'•.({�..7a1M�►!q> •Jfay •.`> ik x. •1111 f i3 4...w..4.3: ..1.V.. 2 � : ®�� �s' . -'' + �M. ' °� aAlt .... a� ► }F:. W 1: w <. >lr Md rd. 8 ..pith% , O�li[ 7 0.60 °. '' :s,�y` 'r , FAV,5 r 74 � `iii 4,•.e ii: 'b :» Y fN' +Y.. .orf i�ig•r NvJ t •f'•Y t '' •••r•A..Y rt4v' ,i, ' �> Y. , y. y� 1� si`' . Yl:�l • It :tar yt. 1#1,34: s� .v- Y'e+,45,4,/ •' �•v µ.. ♦Ya .i4' SiiY. :H1..4iesk ry � 0 .�' x>t .�, _ .�. -"." 7r r.;.,,- irk ,•) , , -�•_'. t f'ilir�r/I i1,,�,,�,� *err : , ♦Y4 • i'Y.`_ ?!�?� "V :ZY' ;�:•9 11tt.•''� 4.4.- 1Y�' .'• ,x. x '7'4,'yc: A r�ri �. r .c .. v .tt %f • �,f.5viit`y�``.F,Z.It '_fir ! J! d .RS_ Jr..1p.� U • 07R.a- -Alt-.•, 0 0 ,1111 ._,.....' 1 1 _ . 0 .._..�...- 0 s,s •... 1111.. 25 0.073 • _. 1111. — .•.......,..w.. 0 ...�...,_ 25 0.073 111.1.. -0` .- rs.r.r- 0 -..- -.-.d 0 as •..• 0 �.. .w1.•.l.•i «. . ..�_a .•...r . ....27 27 ...w 0.073 ..._ ° 1 .,....�_.- l.. 0 0.073 .M>Mi Yla _ ... 0 0,073 0. 1T ..« 81 0.073 .., 0 ..» 0 1111.. 1 1 0 72 �.. 0.073 11_11 0 • -- • 0 n.._... 0_ :..._....._,..., . . .....�. 0 G •1111. 53 0,073 0...... 1111 10 0,59 _•__• 240 . r. .4.. r,w?i.,,,. :,, l�'. :ls�^vci` 'L; t>.t"+,._..�` w >:i.+.i.'.r.,.� wv11s.'z+' ' s.ti'i 3 Ra. i r a,{c.,�, ;F }' a�, a tYt , :.I.• Nd n eft • �M}. e : :',� i.lr.at . -hl 1c*..t �� �l • • '1 Y . I • • 01�-� 't -A,, gg(L,n1�1i s � �f :�_ ��.'` ,�� .l l n r . 7 �..l.1 \� u4 �'.i .. =.,i =. 0 r•r.,,+•-ty 7 1 {' • Y.KY +a q�11.•r eft LT . vw x 1 R r 'r;,35�S• •# "d�C M:l...,.. , _ 0f 81 •0. • 1 0.81• � .. p r.'�[ ,ash/ • * ,,,E.F ; >' * rit•i. M' __.. 0 , as. ._s... 0 .. 37 - -- 159 0,t8 -1111: 'TIT . n,.* . % ..47-1 i.,'_ c1`� 0,23 .. �. 0 e.ntssssswts � w. 0 aftr-wrs 0 f . :.•�.•�riir• ..., , 0 �,r. 0 1111,., 215 rin .r, 0.2 - . i.. 01128 ..r....,.�.. :.s,.. —>-r. 0 sr e. Of81 s re 0 ti..w .�r. - s•ar�o susi ..- =l11114 It . a 1 ,t=. —.�.s. 0 C: b ,� ` >•.., -", .E; = a 179 ss.. -••r ns• u.: 128 • iii 1�9 215 .__• 169 • —264 �.r. Yt _ r :`{- t 1 r.k .1t 41l I'�` C I ' C. ' t O � = • 01.Y. t i1 :r,'A• ,�.� .r 0,41 • ... 0.59 . _ i O: @� u1. -.ii OM 0. 81 __0.58 .,.•. 0.51 __ f0.6� 1— 0.81 0 —. �„n... 0 �...,. r r,.. 0.81 .< .�.r 0 a..• —.�. ... ....� 0 _..-1' ..., < . . t yr 0.81 1X tF i ' .Fri; v } >. p �Z;'Y !. ', 1 'A t i}'a j t° '7'' ' * = . � • . " t >: ,,; uy•t.., � r , .Jr.s' .' ,� '3 • ' '4')" : 1 sak. :, :. ;f 144 41164 WIt' ir sr �' S't"� :.: r �.it). 7t.. Il w 1. R• — 5W .K • •.. irn 4il A. taw 12 ' ;. •• { t tk?N . • e5 .+yr s ' f ° ,,.t 44 .�Z ,t,, � �r _ 40, ..1 t,'K"F J"� w.e q1c tr. a A ' i . * Mt M' 'L ° . f+ r 1 �3 :,,Y •' V.v. , f5N ?4Y ., T���.h, x a'fK rk�il+4�1�Vr' 4. 1 41..4 t +cF} • (}l vtt et • d. • �: y 'r tt, 1d f 1t>rifti'7�2ii Na: ur ws�t •fy (.y,' f It Aif'!tyiF•ia •; .•'avw4. C 9. p. { 'K.},+ r� ♦ ,yi .� HLur •JS1+', n wf r•iir ih1hfY } 4N�'t tl1,YfY.F, yh'p4pySS6 �i'f•!f!}' t+^ . ,� 15 ..M r �1: p °'. tYN}r ! . ; `fir NIA?, I •. ♦'.l+l.�t.. IW -r. 255 ;,.a•� -r ,. = ��`'� ' 2S6 ..F, ,r r•f' "y °� . ; i t r� „� ". s4 'ili 3060 3080 -rr••• • r to yrK4, . 2,5 a�'r` : • l .t..° '' • 600 11nfs.•s J.. F ;,',. ' �J0 f� is #,ip i swnl,�r 2048 fn%S"! •^t r 1388 ..".4,144.4., Y t Qf�'f,C- ,�4•P$� : 1 =i ;.,'` t`y�4lpJr;...•..y 0 ... ..,.�'" •. - 'n,. •.,. ': '.1'YSi :SG ,.. `i�{�,�t �b+t+rnta l'3x } i.,,f •^F ,+ • ♦y f' H. T + ' I 4;4 4� tJS .4 iNY ". T��.Y+,.v gM 4"47.- _ -1 . - $"R• W'." ty7M ++' M 1� .l7 v,-- r'{�''"{''f Y N.Y t •q :b�l^ Pht 4,.;....4.1.1.e. t Y iii , " i Y+ +. . -ly ,1. 4,111 R`ne14 A`f 3 tat y. ft'w•ua• • '�y ,r „ {dd; . 1944 r JI• .Y+t e i,' r= Y• 44, Yom. �.�gls�•yi �f� a : ,.•a�.i,�' ll 4 ' 0 �` ..Y. vM yt p'� /S"' "'� 'Y y f ± it• Ii,FI • " f / • :.. . e+d'. �� }{^�'�(Y+ .,e• fir' 1 y.'i,•W •" 'j'11f S.. y ,r ki✓. .f's ,Y a . ., ,<'(.�, PM• . yin,. 1.. 'f.y •'.i.i ;i . } a �1 r • 180 • -4• Nt1 .. ••,,• ». • . 10 F ... .n 1.08 " . �• .111,1 -! /� 'ff°'� .P [e �� : '''.4 ' i :. ,ys.f 180 11r....rn .w 'R . O.ee • ,.. ,k} q�yt j�,j}� { {.. , 440444 rAN 1. _JW'r;' ly .47»Mr e 4 N%* � )i, I Q. W j�•''�. • >. ?..2NIFtu ,.�,•. •M 8418 R 30 0 7.+ <'P�j'.. _At ii 1 .01.1: »z .P4pp' �' 3..�..t.:W' ',7,<J ; ; -� .r� s y'�,a��4 u 10% .rA 842 wr. 306 PROJECT BLOCK LOAD a , �{ `''lY.�,' > < °'�: p <yr ,�..� �. 9260 3366 K,,x} f,Qa ''"1 /'� d; ,#d;M fi } OTAL SQUARE FT. 1260 �4 • !Mf0 :7. <T.< it >ki t .did•Srif•,:Y:c.;li�iat•.is ',•r;:•4}3 'r; IgM•.r � AO A'A fY•14 Y•.:r;.r... -1,- ..• i ,��' •t a' , , } y: v L'�i'4 CV'•} !. 7 Y' TOTAL BTUH 35348 k : „;a $ 'rv` :: , :.° ::.4 trr;i ': 96 t �2 �V r.� ... '1.05 .<F i-4. .t.. i..--,-.7.;.,... s.vc ay. r,, ai•g.- . . f.,. .��.�, v y!r 5 :;•ii�4+i�y 97:.•:nlF.M1•.ys y, <w. :> : OTAL TONS 2 95 �,-,m iI 8 :':M4);%/,/,P .t.� ** .": ."; t;�,;; .' �/i�.��A f �, i�L.. , Y :'15, " . �•'.: 8.:.∎ ,,,NY,xwn. :.list :.40. wt!.IiIR:� 228 Ra DNS .5•r•k 'i:'s ; :i •.,: e, , COOLING LOAD CALCULATION Page 2 "§ vs2 Og COOLING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83705 PROJECT: Windsprint - Tukwila COMPUTED BY: : CEP DATE: 6•Mar -00 CHK BY: DOM 5 PM ZONE: ;ZONE 3- General DESIGN TIME: : Pc 6x ri. 25 S IVIER1 . - 85 �1 ' AYW.a..s. -.... -.r 75S 'i's1 s �A. %Q14".44,t1 Tukwile, WA. • 11F ¢4.4;. 47 ,:. ai' � e, 1 �. '� ' �~`ri l fY tii+>x Ct+t' . .... 0.073 �4Y >;1I `J r 4,• 6.,.... .. a. _ slab on grade . .._ • {. •a ... ... 0.047 K.1 +�sst .r ' I . Frr j 10 i! :f.. a ... c - `. '. ` .+.: -; 0.59 .. t•:Y{tLi 2 LWW%; ` " &i,Vi, ,.. r ..,» «.. 'Z13 : ,,> .;:., 0 {>xlsttsw> r' r` RCfO • :.. , , ::1,��,UE ...... 0.81 � .r 0 > Y , t'y �1> 1 - Art a r' , 1 '`.It •° Y • i A ? aHAw%A.>.'... 62 ,<N. A{.: 1. • $/,, • -!" »•4446_. 0,60 C.4 �!t'•ry,,y.+ry.${,!`r , 't »?'v<<w .�/>�% yy4-7craMp >!�f f }y. 9 �lv'' .t%?l44 n...., Y vyS�tr,�! .4 O I:KN 4 �I ewtt•fir3'va alert 10.yM.lad•w �vM�i.%�a ,- „•t�+�ivt••o t fi t p'7 .YL'[ Yy^^rMH4r 2f't:'.• rtw+ s.pe,. 'tl ,W` ;-.t Yv.:•• a.+., , ,b• 4cx...�" .: �I •} } f 4.4x yr >' ty _ < r. :4444 r ....•..e flsp•� .[•n » . {w ..Op. a»o. x l' {•t. . .. ff.;0.s rax : : Y' MN•.+9,K{ Y }IRYHH }. . li „�!. r'H.r > 0 y • • .' . > r.• _ f: j �Z°.' Iv- t a H .M. i '! F 0 . .y�. F< +{f >+... i..t� s. •• , �{iIl }}}�(((7,,.,. h �'•`' a.- h, .a+t•d � p , . t ^ •. ylt�''la. i ! iL }[4.�.�I .. 0.047 .. }''" „., r ama. >z¢! � �j- Jfr , .t•.s•r•e••! gE,;y .fn F `�i'xY"1 ,, :.YO't ¢i'. /} 0 0 .._. . ....t...o.. 0 w Hausa. nqy �v• ..' ••. t�fYCY.YI+'lrly' :',i 'ItYt� „>•. ids. s •t • #a§i .�.r q, -,,I ....1.... ... ........ . 4444.. ....� ..!„ 4444 � #a •' I': i: ;,,. .. 0 r s- ' ;:: 0 .. 64 �.. _> a 464.14 41041 as ' '1 ;TRY; 0 ;1 ra -1 A +:t trt4 s. _ • 1 i 14444_. 0 ....._... 0 r._.. 23 ,41 4444 0.073 0.073 25 4444.. _ _0 ., 44 44 27 27 31 ... a . 0,073 . r . � I: lx . • a h ' j dry " ` V ... � . ,... ;:; s • .�. tp "" c x ..VF r1 r t» 2(; 3' k ,. . . _� {. ,� ... 456 �� .. 1 1.1,. _... 0 N 0.073 0.073 ... 0 862 ......:0 .__ _4444. 51..... 0.073 .-.., 4..444_4444. • .. ••.._ ... 0 1 ,._. _4444.72 ..>. 55 0.073 � _. .....t_.! 0 NI. 0.073 _0.59 0180 {�..__...a. 0 �.> 454 77 0 , . >. 77 4444_. -• 10 • »_... • . , 1• .t.awu�-�.• • Y _ yy �` n P ft .. •HT� ., ao• O .4 u a ;.1l� r: s 3'!Y'F .f:: _!� 1400 s,`r. 1 a ' R . 7,1-, r " Y .:lt • •.fist' _ i .t • , tf*-+ «,« -114, a` 4.. .4 ..:i'R' :.:L�'L�. ail. # .a.i..a .i iY ii r; • A``I 1• T'' i - .-2`� " }JI INT7 . • 7= ra c w�]5 lsndNw . �. ''a "1., ,7, ,r r, >4'1R. a. 4. 37 { pit Z w+ t> p•1 /` IP r 4 ,,i f 'f. mot•. w >1N �.s •�, M}t" ,�.,e Ut+�i�!i r0�, >t0 '+f'. w 'r 0 0,75 0.81 tr -�� e, Iire'i ` - '- i) .,-.1),,,,„ �, k ,, - - o . 11 x1 t t#: _ p�,. r �''j, : • �!.( �Tl -` 'f, Q. - a - + • • �r 0 so . 169 216 0.23 0.81 > 0 >. s >.s ,..� 0 .. ..,tts__+!_��s, r. t 0,23 0.81 e . n�ta -sts - 0 0 1`18 �.{t .., 9 t . a sta,t�tstt,>u. 0,29 0..81 4444. ns� 0> t�N_.. 3273 .15......................_. !'s_�t..,� +•.. t> : 44,44...___ 4040. .v, >t.{.>k�.IL > 77 .. O ,:, : e +sst�s,0 -s 0 • +..sttt�t.�wt 0 128 ...� 0.41 0,81 4,....0,69 ". ..79 , :t.. 0,81 .,e 4_444.._, 215 0.65 Oil- .., . �.,at O .�, «.., +.. 0 a.n s , '159 0161 0,81 . 1 . „tt! .t ,. 264 0.58 0.81 .Ot.�__ * Mal.} {. . . r ; qty, Y.+••}•`1} ,4 .. 5�' -ad♦♦ .'f' wr ` 'jJ a 1I ''�j {..' it•e :. r ..., • le N AMS let. ,a ..l + , rt. zr Ad #. a � . M •A �e e �? ... t t i .i i ,' :I. .'pf t., - timer* t . w R .I t - i• «4 >`� w . i. 9 .N St... i+t .tt to i. ;'• J .. cL.. A4 >: .�'''I .4 lr t ..t i '� w• .. S'rtf� �{ tt _.l n L.fS �. C-' .1 .� y L tn. . • {. rr IN : A. 'L N y °.> i • { irri' ''+' ati'� • i ` k�t. .!. .t ( ,l+ ". ��,ttsE 9/4.4 7..�r i iii+t}4V . za fit • ii• 7bh `<i 4 {i�•t+ti ._ ,t��� 326, - ,, ,� 2 3 ! .. n u7 a•V +Ir g # • 11'4 tl .. t d>ui1 i• >a . s 316 .r' - 44_44 .. z 2800 -..' t� v , s .k# :ii' A r' •• etM6,,;,,,I f 'n r �'i I.,.. ., •..5vw`,+:.i�. itSi.,riwrAnn 1950 • ..•. • tt, 9669 +F . OOt t1..•.ait'b k.11' �,sW,., ... •,p•4a sae �.li +- 1890 .. t. .• +r . .� ��: }' 11'4' Al R' <- '.*•+tjl.aT. k} d.S •Tr`•n *.. },eV. ryr ,J y. ¢ ' S.SP'i...• ..t ai. S- ! 600 a ;q: " ' •t M: � ; ° • ws ��tl�t,t, t 2048 `Oyu in nom .. e • • r - M �t M 111111 Jr al •`R , i i s a vt h r .► ■ _ w t t _ t,V!' • 4 Yea.. J ,t }y+{,{ ' +O R hS.ti � •,�;{ . A >' y 7 �: tit • , t -T`i,.0.44.41.0:4. ;ili� tu+A+'.Y . <' • 431 41's M 1, ,,/d....2., R� ♦ L�♦- M_ I .r I ...3.; i : ►' ` .; "' :' x?? 0 :IY '',. r n ` IrE A. a q R� ;.� ,y : Ey"'•>ae "► f ss ` 1.4 ' `! i 120 120 - � S "d . v -.4 {+ { i .$qMM��iu .. v. r t � � l 1M>q 3 t AT3Y r '14 R �- R .Y, . 'i` * , m '2' a A1� '4411•{r?4i 4 Nt.+.iq ::. a n.O } •js•Y.`.J.�; �. .ft, � } St .d AR'F tt ftr : . i; . 4,4 ... 0 10 ♦.' M F 1,08 1296 4 444 _ GRJLB Q _..__.t.._.,.._ 'Wc ' k " 1 f 4 .4 h `h 'iXt� .+.4, + 'Y' .4,. ,y .- .w.a " ' .... * K ' t :._h •,. °.. #;�t•{� .t+ .. � 18 843 9 0 8. PRO JEC T BLOCK L OTAL SQUARE FT, 2660 TOTAL BTUH 58814 TOTAL TONS 4.90 .,.. : � 4 : t� k •A� t + +n tei14.1a' x:g 4 d 4. 7 , a. } ,. - } ., te; :§Y:» . b5 ►!jli >fqi:. > *. :► :....i::i. 4.,..,„ .n""`�..lt %#w MM 444 .` .. ,: < . '. K ...A:,,..4a: ' ao: .,0,'e5 j4 -.4 . t 0 a+M4iri ftt . K w t�f 'r . .a iwRw . .47. !'• rw'. .iR:r.. l'i r '8 : -0.F • DI N 21387 23466 «.. - • • _Y.4 / s e . _ -_:« 716 ...•.1 n44.r4 ` :avrr;l. _4 2079 " ;: y.. f ,. . . -. }+s•aaiw A a 4:r "4424. '.,t• ' I. > Al ,,`.a �d'afirrs 4 COOLING LOAD CALCULATION Page 3 CI:J/ tJCl/ LCJtJu LUUJU^'uJ I UJ 11JJVt \UY 1... V11.4 COOLING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE. IDAHO 83705 1 t-tvL UQ PROJECT: Windprint - Tukwila -.. COMPUTED BY: CEP DATE: 6- Mar -00 � CHK BY: '+ _ rµ� DOM ONE: ZONE 4 Conforince 117 !DESIGN TIME: . 5 PM k 4. .. < ► ~y§.: f Y f, � : . 47 iwH• t««U17{• .... 25 .. �._..t F z ; DIFP 10 wilt YMw l4t.> UMI N7 IETT iti 85 L . L T.u.._ kwila, W A. f. .. 4eUVEL 0.073 „..%140 E . � ,w 2 0 .: • _...... slab on grade ... 0,047 . .. 1 - '1 rr., 0.59 :tea £ '� S` ` ' 0.81 w } 0.60 .... . )r ; .. tif ' �r H tibr"c• 4 :r • u I ♦. . N 3. ! t 12 ' . t • . t t ) Sss . f • r % k a :.t ,,„j.,t F:r; ;U .T. - :r µ 4'r � , "V > . 1 ,.p y; +« Y y t: + ..! y* s•i Gv.rri: Y.r_ Y " 7. :• > ,k .a•• x'iY�„/ ..: r l +:01,1 7 r xrNrt%7xn {{< 'I yi °` e' M r.,u> w ' ! iv, ry ^%. _ OQF . 01, It. ti�a �A ri. 1 F.. '}o � I 0 .... . .. 0 • . • 'g° t- : • • p a Yf .. . 1 :' • 6f M3 0 i....._t t S ��L `e '. t NP. d . y e� 2 � " 4 > ! it f» r ..0„ F. 0.047 4.073 • i. �:S ry < ' t ti ..w...V+.FFWi�n._ i fi:) .* .wt•• 1 .44.4,'n... ..: 0. •: ,4,I' 4, a✓ •iaa/o . t ;' s ue: - § ,,,.r 4x < '':: yi JiYzhvii "NM* 1 0 25 - , . _ 25 27 �. G1 t ,A; N i ,-, +� t ' it «N ° .. F - , , -�, � ►fit r ; 1' 1 . .. _ o 1 .. . 0 0.073 .• 0 0 .. ._._........_. .......... ..._ 0 .tl 1 .s.i . .. -0 ... .i' . 0.073 i »_. 0 27 0.073 _ 0 .. 0 1 0 -� 31 ., �. 0.073 »:. 0 _.,.»_..�.._,. .� 1 0 81 S5 ,... 0,073 0,073 ....... d_.... 0 ... :...._.. 1 �_...72 0 - -•' _._ 0 _ __�ww__w_. ..... ,0 ... _ ..�.. . O. .........._.__..... __ 0.073 0.69 •..�.. c < •V o r4•" .Oy_.� .. I 0 ». 10 _ 0 .. ..H -a -.�_ -. 0 _ `� i.� °t . Wl„ 9•N I . ; �,.� - =.0 ..... 0,60 470 .! .vJ>gf .vs6 ;� x'� . �..�.+• .`1.' .1.,.... i tiiri A }M "49S f .R a7� �.a:5..1 iViM i , .t _ ;./ �°.i t'�` .d ....'. r', • al r'. 1 • 1 > f i. It •w r �,,I + • • ", 4 .titt ti Y' 4+4 am NI* M 0 7. �irw1 1 f '" .t^" • », Yi 37 !t r "f'i 0.75 1 0.23 M T.R. ° 0.81 • i.M .» . ' Tli ip° :tam K i- ri 4*ii" ■ r. at 0 rr ' : r 'may r t -1.11,... '- �� �`"r ^' `� - .�� ,> ..:..__. 0 -159 0.81 0 0 .. 0 ». 216 0,23 0.81 0,81 0 0 _...., 179 128 0,29 0 0.41 0,81 0 r....1.1.11,--.. VA .y _ 5,r, t�. 1 1 I. , ■ } 444 c, .s`.; ►! .k : i •.; ;' _ ._ 0 .w�_._. 179 .::._ 0.59 .. 0,81 ..r- 66_:.._..01 o -_.. I ........ 0 .» . »215 ... .__ 0.68 ^ . 0.51 6666» 0.81 ._. . 6 6 66 q i',t = . V1, -,. . •; 0 .... 159 ._ 0.81 .N .....,........• 0 66_66._ 0 6666.. ._._.... .. .»...�...... w_.2 4 _ .. _a »�_._..Q 81 .. ' ♦ sµ �,C) R , • .»4�� f ` 'f'�• � 3 2 . , iER N � . I! N G 1014 _ Y t � r 20 t k qy :bi� i. • . .,. s I {' t . w.>y1�4 �..44 , . . i .._ .1 tiitkill Mt . 0I Ji,•g1 - 4 ,M 7 �. VIII ��, I . +e . ) IA � P n . t`• . l 9'YY ', V i r'; '++t t J a* k t . ,'` *i j Y Y+ tO . Hnr �•e ht! � t vf 1 l" t :4. r t l ii � J . • n �' J4tµM ' at 4:1?::: + . y Cy 51! V� .biS • 3 0�Tt. Vms .�..N,•F` t.v .. rl'y M • _. a '1 7�. 16 Y » ` :s »µ . % vy1 AAyt 1 a., • * • ' ' `hth.rr,�,'r � es v . �t = " #i 0 0, e, - ►�� _«., _. . 255 ... ' , ,. T TW - ' , ' ii 6 Ar . ii..Wii; 5100 > ...o. 5100 .3. __.w._ .' 1 :� _,• 4814 { E-: l Z .w._ . . .�{ r _t>,• _ 400 y� 0 .. T 4 yi ' . , .' " • *1 » .bt r '_ a '� _. _w�l_' 1366 • - ....,t ' ll � A. :tu l ,t ifa 7 r..u.4.401 ri, Q > . .. ... e '•` t � t�, ls�� � fy fit. :a Sri it r .St r J J q • T• wM • �.._) N •Y b t. �. �� I +,{Mt , ' - M.N ' , 4 1 fp � tnx't v t i 4>. T. I.t �K Fl{'I i•fi >i 1i � ►► r�W.^ `:+''L 4'a r 'u.r.:•. . ' lK t 1 + , JA .♦i ).:Jh: .Mn i ;_. ..;•�. `i<'F r rqr4 .:,cY I :. • .• `k ?7 • 'V.•J � : b . y .N fw r.;1, i N>.?•'AT:': 4+ n N.4, y .:". . . :r34 : La -Y 4.91 ' t 4 " N.Y ri.4"iiYS i t,. w � . t , i1. i rr • 1 t� � •.f�• 9.� }n3 f.r`a. +. w {2`...5.1.$ 41 i • +uNrY • .r� ,,. >.�. Yi t 111 � ► -k .t K ' 10 . .[� .....a,.wA�.Rw 1 F , 1.08 .}.'� 1>r 'rr 3240 - TI" „ 300 _...)�.`»'•,4.,�.4 .'r - GR/LB 0.68 r,♦f . 1 a 519 1452 6 0 _0 66 6•.6 . 6k� .�1 .•F r••r> ).4. 4 • ,•,,,„....,.......,,,,.. "P t a.--P sk.•. 4.�sy. -4es. f � ,„ . 4it ,,w.w ... .1). h ,,,r .4 1.11,1:01, ..0 , gtit 1S•fi K >4w , f S y ' . w 9f4 4 aMM r s l " •5 (s '` y .��.i4'. W r10% .h �� G�sir �t P OJECT BLOCK L • AD OTAL SQUARE FT. 3130 OTAL BTUH e0396 �' .' '<.'.T< .x + . t .]� "1rii : r>re pF » �° r> trA'^?. T .. °�i • NM wa. : .i 4k' 1. •.• rll� V stts.. n -$ Warr• iri. r!A Jt .s. . ,,,,. Y.3 6971 _ 21 581 1 . ' r :5610 } . t%+'A +,/u , II♦'1"0"' 7. ! ara. x r rr•a K .. r .41 k :fiI;g.'°, a:>a.. <w � 1.80 . tv w jw 7 '''''es 4e � �.}.s a � iiij?{ TOTAL TONS 6.70 S 666• 261 ` "ii 0.4.11:...,i,. COOLING LOAD CALCULATION Page 4 ••• ••w1 Y•. w•I .w•Y• • • COOLING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83705 PROJECT: I COMPUTED BY ONE: r.. Wlndsprint - Tukwila CEP DATE: 8-Mar-00 CHK BY: DOM ,Costumer Service DESIGN TIME: _ 5 PM �'' I r @: le P r`y Yx 25 fl ti , Ei 'TEMI . ri eayrs`, "L`wtra:« MK♦ltff ..: .14+x; *15 Tukwila WA, .i , w >wP. 1fRr�,l.J�:jet ,.. L. �I F" s.''' 47 1 ' ;'., . ` :? ' •: _85 0.073 �f , ... k,L1 ® E > • .......r.. slab on�rade.. .�.... _0,047. x ' `' yK``I�i'1lFTr' *I y, }>.{ �' = d r' ... .....• .,' 2 • 10 �. AA r .N .,.. _ O, ,•.4 (.]I L :: ` ♦ ... . 0459 : r' 0.81 : » " 0.80 F .i-f.1SS r,. .,;: ' •yv 'a:w (;5 Gi%ky. qx + ' +•adi.r•a.v ,, ,F.�,.�� .Ff•Y q!.yyyy'.f44� *. v : ,,:iF.•i 'r. r,,, 4 a+♦i.' T , i.: ,h. - f P Y y& Y N. Pj�!� {� 'rY'� Y �r .•A y a. Y.r . ° 2 4.4 r .r .... ,Li. i• fF ` •oj�3:f. �Af, 5 xeif Y. ...r.K;> ♦f _' }• f �,. f:•y•,:r.:•rN'N�l,1r,a h. Y p { f f,. •• /i �'� t. } ¢: « �y.9.xt. shf¢' .f4(., ��y. i,, ryid�.. of f,:.iuy S.. '.v� ' ..v.*:i>frrk:S. i.P .!�.S r4,:,.•N a> >• I Y' bfY 'VP" f g� d f yr t -x•+� '- .' - ♦y.. f�tary•! .. AY•a rtA !{_{ 2 !� }frf. }� S'FY V }'�4 4 f r , r r ,.:.. ? . �j /V^ `•I�vf '.}4') 4:!.efh.'•. �r•�� fx fi� f�d. i P.t.i.1fi♦ i�•�.. VI:. c.:a. FxaS. �{ aF, .. x .� >V. .: •aa.T... X..1Ye1.:aYr? Y,.Y7i7i'4}.: f: «t:f.3::...9:�/.. aw•r•A 9F." jyMy • P� -x� 5, •4•5 i!•f . .O q^R ^ . •�•/a Oi.. j) { . F'y, "Ie �yY >k �� i • ,i• j� ary1F FT,fSf�•'.7; aC3rvx - , ;.; ; te° 3iHHH ' '�'� �f. ��i r *Wait* aa ;,,; ' ' { �n��c4t �: ,..... A' r ��� X. X' r` ..ttxx.. ' H�P■,1,4. 1 • rf 5.{. .... •Mfr A:r.`:Y ' * .vi.r / y F ,/', s3Y?�iw•1a: .. .• 00 .� . w ".... _ 0 C y•i v4>" op � • FY. -�� • � �. Y 1 yr�'.�f.. ' ..i a, " `,y} {v ff!! �!'iiC. .f: f•PS 0 .. 82 ... 47 ..... - - "_�W Na.s•... 0 . .� 25 .._0.073...._ 0 Na...,... _.. • . . • ss_...xxs 41x__ ..... 25 -- 0.073 0 .a ..0 0 27 0.073 ..._... 0 . 1 r -.. ..._. ..... 0 27 0.073 Q f 4.? ' ` �� < }'j .... .... _ 0 1 ,. SI ......,.. �1 .._ .r.. O.c173� .... 0 x if .. ��j� � • -44, 4, K "f0 1 ` 0 81+ 72 0.073 0 : r 1 > r ' . -.+ ' . ". 3 .. -� , , . ' 4_:....i.1.-.,:3 2t r, 0 ```�,'t:) �f+ftf .. 0.. �- 0 1 •_... 0 -0,073 0 1 0 65 ...... 0.073 0 0 0 10 • 0,69 0 • ' a .'1d . w•! �� .A�a r_a_• r r .... °0 f_r�_�•sN . ,.. N 0 " 10 •f�aaf , -.r.•N �_ .tsar 0460 0 1,J ��;161,.IIt3.i..1 -.1II! ' . «1.; • HO :j: ��tk,.3'•;. ..-r 1::1 -, .` �dV i....,, F r ,,...,:.,./Mar 0, t `l .a'1Y`.a *3 *....'�`.+w'A7ailt'I• •♦7',R1 l ,a- R' 1 -•� W '`� fir- ± w _I (t4. r••1M{ A Ai( I fE TF7rtR +t i�,, r1i t�rM1 vik,i.„,z11J{ Pi ..A .#.. 'Y�+.,�{ T�� Rs!MSC 17 .7 t "'txfl- .►.ht'' �r rR� ` t<; :♦+` � .,ac. "_. C. { , 4 - 0 > • �!(� 3.3•J7} 0,76 0.81 _. r 0 r_ 1/-..�. \NNl 1 :1 sr :w•_ss -•-a•u „ 1 •+j".'X, (� . ,��_�; wi. :. C-� ,` � r,, = l _ .enrl --- d 0 T _.r - v : _ 1as -.• arawr�ra• 215 Nia 0.23 .r 0.81 "0,81 ■..r. 0 r ,. t .mr b.23 r•Iaa�_aaa._ ,-aaa 6 : :. 0 • ' �r.x- 44 • SEMEN .r. 0 .r.rs- ,a��. -s 179 <ssr ,:aa-,� 0.29 . .. 0.81 a_. _��r- 0 _. ! -sr 0 r, jy` rry�-'� �rt. :; 01' s.�a�_s 0 f•sf :. s�� 18 sass: . 0.41 - 0_69 0,66 ., ea 0.61 0.81 0.81 ' . A,�� r., p trr= flY�r+;t�t�t •�o �•-'i'- •�, ;.(J,4 1.;•‘ ';e41 ,r• iNN . 0 .,.� - 178 .. 216_". ,, • 0 „ ,.i..._N__,.,. . 0,91 0 1 , ,. • n6 • . �!'FY• , t('ter �i .!' R i -". - sra_ovr..: _...... • 0 . r-s_s�s�•a• 169 �4 0,81*__ afro.• •__r, s0 •__,_O..• 1 ,•••r ".•, .... 0.56 0,e1. t 4 � P VAa a ' ' `., x Qti • . 1 Y G • ,, , ar.R. �p� , ,e!! /. �A AIIIY . •� 12 - 16 », • 1 � ii. • Mr . , y.I i?,� kV. • w'. ,.r t d. , 6 . "" .. k {♦ A ' ,t Z M { . �w+ Sr�� ;,TI r �Tiic l4t r fr. , � �sya ) N lj ,*fM I ,y_ .� f i 2! .. . :.... EV j< u &3,s} w • r°' t 'k 1R ��` �f'�f�1 �t-M .3 .k��y ' I u t,.a� S L+.• ark ' f fkA�a »t k•'Rj a ^i7. 'kit d�' L v,i4 ssr . r, �Y.:y:.��'.. ;WY *App•' '. • !`5T thri .Pa A a'..'S• .�!{.1 :a ; .I . `95S'C . AN iry� • � • X„(..,1?.. �t : ?� 3060 nn..,r, 1. +t`�'{w NY �1••rtp�, ��. • ,. .7. ..:. •,., r •A6 yu� ? *il i.ii >".a �' .A44:'' 3060 �;= Na.w {R 4 .' :k a . i .441 `�>•. "; p«...: I �.',: t G� z .. , .T. =� a ;{, t • � ; rr4 . �= ' a 256 • ... 255 s,, . N r ;t�' a ' , ♦•aaa_rr r+..�r1•'- i ,3' ri- "' „ s 8 � 0 .ft r•••• l� :t.�R. • , r 2048 `" t . s ° 3 '- 800 kft :,5•`' rtt 2048x. 2048 •r . • ,., a.r. �'' ; � "• j" ," A!) . R",' /{,,.�'h3a.��iY•.ii�1J�•y.. _,.. 2.. _.,. . v "�*, ,,- - pr ... 800 •, ►y'{{+��/ 7 y, Fj+7$!t j 47` qq i.. 3r:> }il�l. y.,t I w ♦s 'OA.' r •' -•M�•.ii`�4 rl jY-,� • .. ; • .. •3•',,rie y� '. a.' .5CA Ax4.4.: •1' T z.1� i ;• :. Y: h A .• 7• N'- 4x4,4.4* f 4 .{N1Y » • if 7 k ?y!*w t _____,_ .r... -- :.•r•w�r,:rr:.w`i,'k' 1 0 _....,,. •• 180 p. � t . i 1 W 1 may+ $i "L,• .4:+I�•y. 1MN' ,a ( I itr. `Y.. 17. , ^r i ay; Oai{n N •: .r.([1•.: ' l 5 pi. ji.'�.a t, f.b '2.1 ' -n . x 44-4 r $ ! w y'� ) nr Yrt•e , i...44 £( �;j 1944 .. r.. 1.1.4-4 > .F''7'f.•.5\ { !u S '' : 4.44•'' + «ii " »g :v f,++ *� 7•R < {4'a r • ` t ••%a', ti.1;°' . a of ) 'M'E•� • *ray :S ; rr *{ « t!i•.. f...f rr..r�w , 10 ,b .� . :iv t .' srw y r, ;ri•i r••..; F %A 0..0* � • o� N < it' 4' . .. ..... ...... 1,08 .. OR/L8 0x68 0 P °• ,h,,i vt; ' 'Pi°".r,7 i' F 7i i.NOi a . y`4 r µ� ¢i M- • '1:1.i a �t• 4•44V V• P . ,°) yN .r. 1149 8•s.;10 ° i7 .. t. ,M^•41.,....I * �f 001, i Y $ it'l • 4 .? „*,„..„,v; ir.• 4.4. 1 A ; t. „900,4 �f isctiJ 10% 1115 ' 306 BLOCK LOAD An �.-c,"7:;1717,571"1.1 � 3 . /f `f xrnf ✓sr.a hit t%{ }•ri+V^ * ur° . 1PROJECT 2264 3366 IL1a ' 9 MM.1X �" SQUARE FT, 3430 : 'w FM i hT ' " ;y ti ii4tf .. . Ai • frT S., 15030 "rS-u ! 'fy • fTOTAL .fi.�•. Tl,� i . .M y.t ''''*a.41.4,. {I 4� i[!+i MM#![M.ry , x 56026 rr1, a$ {. ,z,„:4 >- a . :. ..44:41.4p..4.? n T OTAL BT U H L ;{ 44' >� {• "?!. .44° ♦ R 1.3 0 P � ,F ,:;. f • ,�. ". �� ( .A414#414:;104.4. sue t TOTAL TONS 8.00 4F :h. k s� r 3rrf�u11 '4.44 F.;.. :.nS7' o . r 230 a 14.1* , *. '1,1 COOLING LOAD CALCULATION Page 5 0001 ING I. C)AD CALCULATION MUS3ROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83705 COOLING LOAD CALCULATION Page 6 PROJECT: i Windsprint • Tukwila COMPUTED BY; ,CEP DATE: 6-Mar-00 CHK BY: DOM ZONE: [ServerArea DESIGN TIME: 5 PM }�. _ t . T pI Z,, r'"x _Y 2S .... a �� ` „ PYtpY 47 ' > 85 h a' �1 "t''' ,:�' 14 Tukwila, WA. 1 ;�~A �, . _.... 0.073 ' < A� V, "•?: on grade POleflY 10 i.� ..,.:44/.... 2 , ? _.a ...slab .............. 0 • . °' ° 1 `� % ;,:.' 0.047 :tu• U . .. 0.59 • c r• .. . 0.81 "'� w . ` `• ' u 0,60. .....__-__� . .:. .batx r.fs.,. Y��9}.<i%l .Yya•ra •.• i ,I1- ..r''' r....4,,, .`. ♦ }' ` F �'. 3ad P >' 4,�q X,O yl C,. .9 y:-.V;. .?i} w. Vil �r'}.`" fai» a.rti: sa/+?:f x At/ r 4.;.,.„ x 's:� fa'W<u!r. 'het >;.d < 3:•r"'' .a! e�. ', ! f Nir'<•: h ii n..ixi w'�" __ ....4 0 fy 'rNli . 1 •. +i k ^ `.. r ` Q F �'„ : y„}���y' ,2 - :' , _,rI .: ,� •' , • vrwleMNi% �i Y'?S'1'. `il it if a/f d }Z". �II pq. '1 F ` / `: bY4gx '''Yri7y'. '•'. .,H16'3 -•. '. FS . 2"ii.a:.ii..,i A>...- )•..t�t1t .. - 1. •- •}, s'• i,. 0 62 0.047 },t..t ..;tcr. >,x.;..}s•aYf=•�'. +�•'?�'`Sr•• }{t.�.el:ax•»^,•+ eo.•..x .lFl .�ryY ;: F,i..:. �$ :s✓i: ��77��'yyL�Yy ru�'a<,a 4,4%4,, .` 44,45 4. .v w Y}Y'i. 'l.`.o,.a',.F „v....:ir.a.ri.�a ..._.. 0 . 0 . 1 ^ }.r...,.. >h..if. i....%'. 'Sr} a.�Mw a.�$ii .�, a .M. :•r > i �y yh } .1{!,,,,.v ?: iirtnfiFrt.fr•fY. `y �. rt ... • .• 1 • Y -+ ”, ffrr L ts0 ': f"� �r,s Y,F .Y °j :�:`" .; )2. ' �� )t,�1t''`'�. ? ` r 0. .;'':;ta 8x:. }Y K: 'Pe `., s >_ ; .� ., 0 0 .._ 25 0.073 44..11......____ 4 • 4104140004r_It. Y���� 0 Y,aua N.. 0 1 1V" 0 .... ... YMYiY +__ts._.� , .. 25 >•Yf �a .. u 27' ._a.. 0,073 .._.. uaia .._ 0 sL 0.073 0.073 0,073 0.073... .. .. 0 0 1 1060 1 0 1 V 27 0 2411 1060_ ..�.. 31 _ 0.0.._ �_ 61 72 .... 0 .__......_... l0, � 0 �_. YO .... . ..... 0 1 .. 0 ... 0.073 `... _ ... 0 1 ...+.�. 0 0 _,..... ��0 55 ..,..., 0,073....., 0,69 ,.. 0 1 ., ... 11i 'k 4 .: t;,' (fi. i �z.t. i :,..ril-1 .: 10 10�a i �T r. � fin °, "e. >1;X' ' `' « .1..~ 0.80 0 t'. .• '4,12;1- 'i L C -'! ... .•.. .. A - ..�.. _ 14000 itiiK'�.!t w '� ` t x'"1,=,777 ' , u, u a _ i. .A�: `.....' .. �' ,.44 y.+... a, it -... r Mt= 'sf:!??5n. wk n l't �'' , . : qua !! rr -may ?." rr. 1 ♦ t - • 1- k:.l J. .vI t'�.: • 1 Y •>JT�,R r. :a* `S' ( rPa �•F{�7 Mw N j< SN..r 't{A k a' Y r .. ,�t�.�� °F(',Ff 1- l . , �, `• N �, . ( �„ :..,4 , �� 0 .....5.---...., 37 0,76 0,81 0.81 0 169 0,23 0 C 6.113a 'i {:t::!1,,, . _.! i ' ®J 14 1 •�, � � � ��' l.` .,, ...v.—a-- :`1rt, ; � i lr _ b 144 /Al • 4 t k.:r4 � 0 ..70401 10:• 0 0 —_a_0l ...215 40'01. 0,23 •• .1: 0,81 .:. : - .rr_.a� _61 1 0 x 179 128 �.. t>• 0,29 l• :: t: 0` 0 r.� an _.,.ir t ....� .41 0 ��A::+ 0, 66_ .a.,x_ 0, 81 < • 0 81 ...:, 0.81 ,. Il. 179 .. ,. 0 ... 0 ...... ifs 159 : 0 6 0,81 .__.._ _..1..... . 254 0,68 1. 81 ... .» ..., O ....•r. a '' • iF�� ) •4• 4«�br+ Y+l .. r P. I N tr yp 1 - " ` ; M ii. * . ,ir � .<,r��/} -•i . J 4hh :tilt 6 jy, �,}}' '•K'1. +` ((� , ' -f • ` , 1 • �?.4 >}e . �,,y,�r 'c t •r< 1� a'ti} `t .iar. Y� yk`b � �' .. . �' p 4 �'} .� r 1t} _`7.��i •�•e A +(,� AM } �: }` Y t 7!t '7 ... . ~ ` t, '.�kr. p4 (`H. ''•' ik1n 4•i•i+.h l.1 Mt Jrtr.N}, Kwyt i'a>s/'P }F..' aus:i A'Y'- t.r:•- .a ray k iPAt . ; Qa •31.a1V..F.S ,.•4' s...• f••'•1 /.'. i 1 x;16 ,aV t• ei •A p.�:1:: N` 4 � t.r:C: '{� Sn "`N i �i�r, f. ^� , Vs t7•aF i a in.n)« 4r.,.,r 1r ' t 'e_r..nl�,..trr .. '• N '. f�. - �:.8,. �: . ' ., ' a 4`H k'*'? a :-r--;',, roY 1.4.t�1'tt; �y�. r �.}•'3 Xi7 .• .. �Q +'r315�., , •l „x14..,2 1111 T a. """7Fw�" 'y a i- 's. t a `:s �.t 7A -} . wi. 'b! ,` ..Y IL 1?�h! �.5., .l. t 41 , y �J(� F4 .. Y .A �. �+,�� 326' ..,...rwer.. 29000F.. ;_ • ,( �}p�p ,t. _ �t mac. r =.....IAL ' .Pft . fi 't 041 It 6r .- 1 65592x�.a� .....•..................—,..,„14,4,:r. O,rsr: 1; 625 Ir HRH 2 ►1 t�v,�yy .;•�'kl.s. S ti ' d Q .Y m wF�� i .r.�.r.er n..r ___ +111 ,, Y., . 36 I . {'? •rr.._rtsnr .. t t Y °�i ar. l.r�... 4900�Q If'ab ,:' .}. 1672860 an . 1.,' '�,s #:.f'°,� .r Y v �,y�,�'{j� .�.r.•. . $11.r ',. ., ,�„ M 'aM'ttt4 "'r 1 t .yj4r �, k , 2.+. Y' �y`�M w G1 , r4 j i 4,11.. „:0. . �.tyFv--- yyAAM.4"1.,V4.4 'wn.v.. - OMa4” i •> - q{Y'_L .' P.�''.6 Y.. +vr srr {4 GF l' 1 1 t� . t�, 'ti gxtp •s f �4�. ^;., 7.a•t '' '. } `' x- t�r,..2.. �,..we•,►>F I .. WR_; x e+n.r;ti , . <r�. i•k'w :•4k k a+w+: .. y` �ti Ott `kealc'�',f,.i.•lu..t• r W+},}l�.•F+,�7' 6 W, 7rrww . . 4 )..f d .v t � 40 `• . 4.. .,�4qkkL (( ! • '. • �_ W Y </T'. ; .�. 2ao .__ sis �� 4,4 "' o't.0 :Ft .�,< >.r y. l ?�1:. �. 4411 4$04 �x' �iw �,.oid+ ..p 1 111 �f �.. 10 Y . F «,s 1.08 H1r� ,'2700 4 M,ti;�Yi , _11 — GR/r6 �'r'.. '0.68. �:.: .. � .�, ,:at' S;K tI. , '�} z- :4 j- }'c:::i"' , , , - } "„� ' — � ... �, .r.w:.♦ it 1 -138 1625 d t {,.,..„ �1} 1 t .i' c ti'0 A . '- la•''1a /t.4.# .4e4- -}f 9.t�i4 " ► • ;. t':'`g1..s.° r some,. - .r.41.41: 4•41, ' � 10% 17761a� 163 W - �► .. ; r i <vr' r .4?r.+�•.r' His }k„;; r >': x PROJECT BLOCK LOAD at« <. }�• i . • ..r . +G,F <�t1 PM:141 a :1i• .4'4 ; f a . gi' 1952652 1788 TOTAL. SQUARE FT, 17430 t 're-1- � • "' ��„ 4 .::z ::'` fir ,.:**: r • :.. _ • 19S443Ii fi ''r x «� •"'.."'"""444"4. > : ":`'<` r..- _•�.A}r. yy+ -} <a t;y. f ' 1 �'4 • 16.87 , , ,,* ,y1 4 l'4 p y ty TOTAL BTUH 2O6046S y�� a4r'6'.ritrri,YCt't 7S ►at+P>:'t'�. :. •t k:. F^+''4- , ra v .{.; 14,, :0,• ..t 4o: }. _ {. + a> r t .:c4 �,A d �`«�«1,� ' f�J((`ftf:, ,,'. • v� yam.}' fit;' •"�• {A.:`t'T"T:;{:v''e1) TOTAL. TONS 170.87 • ..__ ' R4!}/,+.7g:t .,.:f1 / /`'. .fa,r.e.4'�':< � MQ' (� :t ii.}ai: Y,•{.,'iM�'7.J f1 G1V • ,tY ./Ni!Ar{A1t,tet• COOLING LOAD CALCULATION Page 6 HEATING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83705 PROJECT: COMPUTED BY: � 1WIndsp►int - Tukwila CEP DATE :) 6-Mar-00 CHKD BY: DOM . ROOM: !ZONE 1.Operation DESIGN TIME;; 5 �}� lift R3TE'11••rs, l .trl ,I 4' , .rrr. /yi•' , > :,Y . 4. Y.' Sl l , ` "! 'P�r' 'd + • r M x::2:4- , ! >:, $'fin 25 x44.4,4 Y:•.•vq.,. :. ._ ... .._ .._.., taws", <• - '.<44 :r. bY. tow n•Sy i.. • �40 ` >, '.;. €� <. '; f{fYf -f;yf t;;.H4. « ,� �� e5 ,,., .. ,. , G . X1±1" .Y � 7uk. WA• 7�ff} - 0 073 j ?fswi.' -. _.r. .1'. th i]`i'' ALU 'lslab on grade :6l4r Y17fwtL .lf {. F ;YJ`.._ . "ROO >;i VAIIUE' 0.05 W.+f > f : ... w.... C LUE 0.60 • .. - -.: . • .. 7�" J<' Y : re : VJ.I~fl , 0 .... _ _.. ayr'{G muxt Y. _.0.59 ,. 1. M•X4,1�......,.. « ..f € f"' 0.81 r'.' x. * 141 v CM. 'wag yr4f `' • : • r+ r•.r yr ,rw.»N ; �� • ++'.f Y . •pp �"..J" 5 N�-,ar.fT.•e c . y6.:Y ' u�w * Y { : i � `.-4 . va a : 0 p, x .-4c � . yr4- lr } /t !I' fM :4i/F '•Z�NS edDinY 'Y j �: ' r. 3y i, t i'. � b y:7 r w Y i' , V k •:<ll.//.7yy % � 's :'{. r Y.' 4... r Q. . u 1 O ' LA � / rd . f / p,'�i.Y• � ,!z Y : . •V ,r.A(�A7 '. « 1;; r M•a r . .r • f .�,4<.(yu., f.�l.} Y ' ? .v A ,, a Ka O . 0 0 +ar _ 4 i M•Lrit( k}N w wAR\ g 0r ' i ' , .6< 40 �" yyy ii. l.y" :P44' a'. . . rb yM t w� " nM: 0 o� y OY` . rt. � : Yi::.ilz S:Gi i� 0 ` . rY r 41y y u !v F t °xi » •; a . � :+•�� � 'V .• . . n 0,,.. 4,... • . ( a 0 _s4 ..[ 40 40 0,07 .� 0 0 s•F • .rr+•' • 0 u . O 0.59 u .. _... . 0 •.. .1. " .�..•"�.� aa. .7 40 ........ 0.80 . 30 . `- 0.00 • .. _.. 0 ' !+ d 7r i 4!'t '' � . -, M •r..' Y' . fit V M ♦ - ♦ ° S4••• H ,� «' nE � � .r _- ? � . ` . i�a F .y7 ¢?j9 _{, � . d a�Y �.�. : : . .. '''7412-1. 0 .u. t.ta. •. •.rte ^ �,,,( ��Iq ? .} L'72. ' i•k ..Ijt!;�..� •+'f ,' +}''.>? ` r • _ b . r. ,.• y/. +. W " n•. N•� w lr1.400141,i 01542 f:.",.Y)3:X 0 40 .. . '�((• •�f�%�}} �y }'.��,+��.jyi • a •fR�! , •;-.L JMV•• TINA i i' ,► �y,� k �r�f,� � w.'fi.w. a•i�i.1� JJ%•tiitl. *4 !.r «a •.«.. •R roues �■M. }.. �R. ,y}l. {y��+N�' (�."y'�}y}4r 1).ra. it .. Y r. r fdYY+Y4�•~ . • •fl r� �,�.f.w. '3 '4. ♦^� ' �._ C'�if.: fi sef ' K !w+q•.fwf,..l,.anr« .. }•N 4'Vk •.t}t:3' • t�tz• - 2. 3 „„ `� `y r� .I jl�S 1/ 'e6a+M •+i ,r••,Y� . .• 1 ^1.�, r r'G iii _4 �- Lo M r .} 4* P! �' r '#. f, �/t y .� kF -,:Qt' r�.M .Ar•, d #'' 7 i ale f • CO (j'�!F F .�/ } •1,44MYr '±.R•rwY.r: 0.026 •`*a'ff'ix .{ a If; { »r.+ s _ r s' `t.. ... - • r}i .: Wit{ •i'.� ywyM.✓ .tr ..r : . aF. v, '{ir .r.•..TR t !F ll Y. i M/C n 4rn+i Ik �f1T• f" µ '� `Jy ?grff•4Fy •.�+7 r r. '.(Na 1 i 7 S,y. •M! >€sJj•V�y V ENO twJ...L..r.r .t{ ;r•64eY e4. .:. 1 rµ W b?'� P� 1✓tat ri,r iN�iiYi,'!' +r4'" 0 f.,. :3 is i.'4 {~ 9 ri'j L ' r� ,! } . • r N,�.,u4+ 4ifE v.FuiY ± rll Wr•Nr 4iM'A4N r1..•� /fl F«.' ?•� •�' • � R,�. tM • r d.i w• '( �. }.t$ {' • 1 MMr, 'i. iy Nit „ht._ � ` "i` • -•• '�. lC i n�i ia4i� Wi�#s 40 f l R',,' •1• . 1 .44M. i # :. w. ),. A«�..''"..Mj..,,I' �L: ➢.u. a'3 '�` ^PtS b t. A�' tq(Y 'rF.tf n•' },, t J�T ! .�OT 1 hh :�-•,,.<y ¢ik� • e \i,,4 • �w »`e * �i• q4 S;rle [+ ::: +'" r fIS 1.�4�' `t �• 't 'gp lki " � tt 47 V. f'7'•'•'[v 5�� d+,��'.e.��+.ee�'' nia i .: >NH ?..._. r �s" ; i • '«"* `i, [. tlp _ tis �*• � l . `' ' ill, 1 f '� a x!s 0,5 N K pa . Y �d1 � � 0 1 r1! 1 � .{:lilt s • , �» Yr° s# �' v �'..) i �i.ii. '".4.49 't . X `H; ;� . ri r�}� 1�G 7 �` 40 !••N is }•.t;. .} r•J o ' C r µ x �'y '7 `. �yyyI"• ril f7i1R '>Yd5 J v w 'p.r %7 ww.4l}.1} . ! 31 `� "'�'`'#" �" t 4 >7r , :!+: tat, .1 }''tl!�' • �' e} ^' Y1 . u Hoy. N • •ArA �fw �)j�'..�"i.�i a� Mt ,�I"r��,Jn� I 1j a.^!sf• q. • `£ F " "�1vrinM�F.'' �L { �' >M � iA' lM•ts �j . ftlow 7r ,y. E,�•Afr it-1R "w M - A" •'�''e' .4%'' SS r.y , . d frisk,. id'%,f ', 1 ,. j1i4. • `0• ..y> .. r•m� •lIt' }p :: _. }..1) p� j t .f • s 'N1'�' Y Al r x^!t?, ,-;3. ; .,1•.. :: -• »('er.. .-it..: • i1'•4i y - i' ,A."i. f yri Al •.'t. y *•M • Y t w. v.f� nrt.r�."•f . , 4 } 'irmow rrr*.,`[7+ ar ..'ry :irl �. •,4�< R • } �;y;►+' 11 r�'' t+ IF •ytj �T j }k ► ► ►••• Fey-i[Rt+�yr5'.f�' F�{�y� xS• wa;v,.•v .i" ....IirrYV•flrr r a Yw . i rP .-..� (rn ��1 X._ zv, Ni -.), 1y3. !,k: �.' ,Ni-..),e4. +.�r�J, (`j •: ^7I'i[. .I.R� ' � 7A �.f.w..rr rr M.:r (�i!'�V��1+1!7 i' •: ',rr titer . i�!' nC•Si: ;. 7 W fr; i,„. '' ". .�}' p '1.... +iwa rw Rr�f�.•.r i �a ►. t;!;fi' 'a� � k y °7.s:ti •r�f•a r r9 <pliYQjkili.' 2811 '•xv <. :?'1nei •..' . at•I' 4. . .. < p•'.r�>.<..a •7•'�r } t .7.Fi ,it.1'%'a . �} !!'... danr .y�. • E , � 12240 j 0,0068 s.•' • •• i� y .._a'sa' 0.99 40 t Y .t, .+1i+fi .' ';. �'ir't7•.iFEvit. uIH 1l:,.�• ,.. •^ 1ra.3i. .4l.. i ,. � . a. i.+:;i} . 5rW4:41.7 �'� yf � . '� . 12 .�i't{•�,: .. +i, +� Y Y }try t' .wa'� iY N• I � tr' •r• . ,� A .r•s?h � d:...:. •.� � . if r• Ftr't► efl. t" i1� ,i 7;417. 7-!' -M tr ' j{• ic,e 9i- V ry � i t..': rr4 :.A•Y.:t ��k.r � , r! K, ..... ,S FFy�g�!o,� p� t .•.*••:•ir i's •�.. i * ..k- .% •51� s 7flt1'ia`.'''y. -,a. , r ,r •i �i .'V •77ii F• 'K'k T 1 >' •- is r kfi .44 }4 . • y i''i' **Pt 9 .4...� : * rar. 4. Fib rr,�•,,c.++ .�µ ih>t ry' '.i%r.i' 71,4 ...w.: .`H 1 , :• eb.L Y}; • f a.. a'eA it .R it+%of K'3-?,. elf 1 ' w _LS[ �' `; ,,+r+,M�,r.�".+e; . ,.i ^ '7W .'`$ ^3�5 • -•• � `l; u +ri_ [WtM'bil,LitiF1' .... }-0,A, .4 . f,':• i i r w �, ar ....4. ' Syr r'ds a >; .' M R a .i' d < +► 4) '' init'. + i f•. t' " . .I .1� ? 1i Q •'t wf w<4N%f ��' ^ f j 4 i• ..4 .#.4w t4Wf y. ,7..�.• iigg 11 1-,... 1 V.V. i Gc • rr . � .i �" � � tY 4>"R' +G.��� �� R a � '•M • N��k�" ; 1ttr i»A. X NI • .. + • r . per' • • ma�yy,, r "7'•, .....• i.s� * A`w•M f �.HY }$ Y rr/yt}/,r i���Ir .a' �Wi`.��}lisp. ;� .a.h ,ti ., ,r,i,r ,r�•.�yr.a i fy,!�t x r�A.w , ;jry� .lr :1'.:`i + !;•�. r'. Jt��T '7 Y. � rIR`! (���(v iC µi'i%'T^ •fa7fif f 55""S`', r.i Y ,,t i� ....+• .,,, • �, " i. +I.h•1 rW^ • °Shl.''S A: { H• r :. if.;...:. 4yi�iS' ii a 1 i''P•a'4N 7'}S c. .vy Yf i3 . }li�•rl Y °li • >7 �" $•.• f F " �'_ ,�:r..•"H'..a'x'•.. s� k}�µ>N �{r,1p)'YypF �w Gl'. jl..'i5 W:kA1¢i % 7 r y' .��.w• ��� .+'.�Yt.•�.Yis:r x r.Yc L ..4.4 + =.� • •}� i,i.i ..:aa yam. ^vA•r7Xrih i'tyir;'. .i ' .F #?`f.: r:SA•.:ii.t. r'P7a. ... Y.:.V.'4";;;;,..........1.». •.tr 5184 4 r {.tYJ)!S. L'h• ;Y ?i:' fi Y • . ,h � '; •. 1. Y'i•• i'^' e: ,t ;i •�...M b.• .., J t f ✓[ Y'T .. .i'i::. i< f.:�. �' 'r�.� • � }},, • «u.o'. r.`.. r'ah• ,�i.ys`ayx :"'C {,4 •:..Y 4�04r iJ�d.:V: }p•il• �i�.,y� !{•, h�K r` i�::w. :tbi k .f:�•S'A is .d.id^ ''''It+ e `•hvi;•,•.. «H A 7995 .. n .1' .^:t:'Y, 4'y' tr;. riA:pl.m•r... 3JR.Lrt�•Er >.i....:.:.i a•S•lr.. '• f % •. Ij..:�f k;':.,)u.�•5. ...Y,/�•'' �H • ' II. 7995 .........H. � o_..� . , .:.... ... . M� 1� 1�1►1 . i+ rw •SST: a' ,,,,��GG::ff lR�T�r „: X20 40 1.08 •j rf •TiA+ i�rf�r J���.�,t� �0a• i. 4+.41...* ^, : I.T. ' a'Ff�4Y�:'P11M1 .$ .. : {' •f 137"4". :' .Y:.IS.� 71.77 .Y m-404,4,-.1.0;41. 7,, i.S.ySti.^ � :,. fA• it:1a, . it• F"i' . S <y'. « %,i" .•li 4.. .•a ' .•'i y..yly?y • 1 Kti '^"SY 7� • i. •. C- }./Y.•F. }•SSr' FC."ftiWY.Y, t �Vy uHXe N(. }N.:...i Yi�. ..r Z.iw i Cf a'' .kfr ^5. i. .�,!y��!•,.iNF^ • • � , i Y ''' t1. yq4� : •a,.. ;yM. Y•{ ..: h 4. r .: T , "a, AA .�;4"% .: N' „�. /, ryi rr a'ii tf7} S ,�. �, �F Q'� �. i6 r;•i.AL: !. �� d. ..c.c,i . i4 .T# is ::.ie••'i`+' 3i, d "Y`'.i •}.a i} • it� ,. Y''}• r q �•`}k'i�%•$ 1. gi�pp. i4°w @ ,,-..4-: . >?p...a.a•• .it' rA .ha,h rca} ...+xi1.Ar.i)r: p'� ! l..i..•, i.r{ t 4aF1Y•S•` ) 3 �}h +f� Y :r�'vinf;: A ! » om^ .iilL�`�i '�7i fP`�A *are r!i.. n : r d.,•:.? Rk `4t. r ^^ R rk {r.t�� ,.;.{i{`�}•�, •Yai ` Y/�i . <. n �/yvK r ^•i i. 1.14 4NP1�0 ,;^.. .".Si'Aw. Y•k.i�a.•:ai '>i'II'�t��ii'� 1 :�,`}J•,..:2 •:.4 I•' 10 EAT L+ 3 TOTAL BTUH 7995 r % 4i^ lf^ .... •, •r ,. .4Rpr ':.;..r ''' 1{ z:� *y ..,....*??4, 4Y.y+Y•)rt . WS.a►: 4 qq y l� ' ^r$, y. taLS, yy•sr t •ia irtr jW4 � �, f, fk' rr i`•L�rtr�nF ! *""�' •w' h ik lrf71«� z. o R.>:ii .fi a"- •'Y�'.^.. ` ; €:. >: M;:. r `t'- _ ...:• fi�Nr l4 1" pF• l ^s�•.. ii l�! ' j., a•i�. ; i i� y.. a .11' ' ., r :d^ •tN't':`:•�5 `'ii a r'>a.F+e &.iiii�'! r i... .r^.f 1 :'fir .: ' WI, Rl"9+S"!,t'e s r7 ii. •49x . •a $ ,tRr� r:t7rY. r.y�yj TOTAL KW 2.34 xs*trr •s;.s`^,1; <;<.:ppw�3air r>,.�'r::y,•�.i4,. "�'•t`J'i•^RrYfj•'<fi ' 4.t } .r,. f. +. ^:.?Y..: er..4... t,4 i.i1:.,4. •R.'...e,4'''aE .'.^ •t�'•P a..yi .'^i:�:x' �l�H SN•iffjfil >:'a�F'Ki: itiry.r :.ri: «., A.. 4:•'. `N /rrw41.Y•S ti y,.: �}7.,•r'.4A 7' . Y. •i . K .•flux'.. � �A fr.w::. Es'',; ofS. rtK�i ..,.ss.#?*'r°...'f'u:.iixak i HEATING LOAD CALCULATION Page 1 PROJECT: COMPUTED BY: ROOM..........._..... . HEATING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 Windsprint - Tukwila _- ZONE 2 - Meetin Room BOISE, IDAHO 83705 DATE:! 6- Mar -00 CIiKO BY DOM DESIGN TIME: 5 i1iYt yti� a., 0.05 0.07 0.89 : 0.0038 Na41015. 4 trz. 11 f .T� tii • •'�JPX "• Gel' b fre °.fiAav 'iKRyi f s + p�"i • a. k, •: r�,� *. 180 Fe, Y Y �`�*w'^Z+ L44:3 r r•:.'.3•a•: reirki {110 •� t,,.1,�+ti}:G�w..A�. H '�.•,{eaT,.�Pr *}r��. il,(F '•.f .{�� J< h`�•��'�jt2 Y.<�f.T C s /;YA.i•'L`ii' }p1 H�. ^' r�f._..... 1.08 HEATING LOAD CALCULATION Page 2 • V %/I -00001 t_.I... _e_ • • • HEATING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 104 BOISE, IDAHO 03705 PROJECT: iWindaprint - Tukwila .0.0.0.0. .. COMPUTED BY: CEP DATE :; 6- Mar -00 .0.0.0.0_ CHKD BY: ... - __._._�..�. DOM ....._._..___.._............... ....._•....... ...�. ROOM: 'ZONE 3- General _... __.0.0.0.0. DESIGN TIME: 5 > ,4.-ii ' NY t tiy . . • • x r . . } . Oi V Z iF ,�• ♦ � iE ' 'Y M '7." �+ �Y' x . _ " " ' I r b }�" 4.40. f . P» it t • E iY *.If Y1A'. "444: Tukwila, A . .» a25 YI Jj y( ' 47 i iiyP :•P. t _..._..__ .0.0.0.0... 1 �« F•'far � ; ' 0.073 . 'o . 1W iF t . - . • - slab on rad. _.. 0 , 4; • : .• VF,4 .f 0 1w* x' , 'O' ' .,, A•.0:.0y 043 .1V 7 lVy +bt`w+ 0 59 K. 'VtiiW rS�� �s �:a. :Na•1.• 0 61 _,_,_ wl):iNik E. ..: .h.% 9 4' A ii• 4 .• 040 _r 1 .:<,tf•'i" ; #g et �W b Iyf t y 4Mr M . p ~ r t ,'� + • S irfr ' ' 1 v �'C I Ft r .f r , n dy ,, 't! •F+F' @ 4,5 ¢+; $ 7$ t. o`, '"'' Y r 0 I A �'4`. � 4' r, .- '4Y+DS=4 �; ., , E 4 pr �N t. 'Y�W' _L 1 ..q0.%'M. �/• r : �*/I : .. • .Lz • ;t•_,i Ika4 A . 7 jR t , j f �E f'/a,�t(V. e� ��` • Y•�� , i ..,,.• •1•i.Y ! .„,,t .i.t..r....n.r... +7J.:ar..w•.a...4,0„ Mr ' y�:'JY w d � . F:� i•. }'rir � .► ,!�ff r! •• F , q ' r; id::>h }itSr4 J� s 0 ..�... ... •. 458 df r■. 1 7 7 a Tit ' iiI 4A... 44: , Mb �� r . �rt y *k- 4/.' M> ,,�Y� bY a..� 'r: F ;''Pf }} 0 • o r's . ivi f (' •4 * a 44' iW' r ,yy . k KF : ( k y/V ? :s�.r . • ' S.'I � > O8 . : • ;?. sr..r.•, . a ke 47 -- :!! ,.t:.»,,Y.h. ..•."1-.7 y bP : f Y. hIT`" ' 1. b I f} : . ■w taJ: * p � ` ^aia« 0: ' • •. 5 i4: _ li -/' %.0• 0 05 r<}•a.,......t X :tt, ;• X keir P :.P 2. ' S t > i.�W • � W .f % g .- �b.iV1 '-"•�s�{ rtf;'3' 3 Si.,43,.l .a•001!x y e« . :::!..-r 1. 4 CF x ,Ci . hY : h. s ?M :b.r sit;..i. 0 _ 3'i9 •.. .0.0.0.0.. ...r+-r 47 47 .0.0.0.0s _ 007 1307 _ ■ . ..Y. .. O. .w.� .. .u+l.. .ra ..•. 2135 0.060 _ 0,00 0 0 •.a�••.•._......._. 0 ...a.. ........_. 0 _.�...... 30 7 !, l ' ,p �.��.� K .A ;Lg u. !11 �• . ;.}lA". ice? t�C }I.ti[4d�'j �fEr� '\ p.e q'i pE .MJC+ fay: r o% Daf C ''}}((�yI, .?t 1: sr "7) �:,. ' ,� •` .,,,,0,542 » +tC t R ''� . r : v. � Fx,. t r' >) ? .. ?`: :.. '•mot h 4 ��ye N: .. x.47 r•',.�11•w .�:�% �a . ytw r«V !•�. .!=1.15' , i`H.dei ft,k. 'f:3 "'Vif�i+: .kiii l�:' K r � .•�''.s�,.�a, ± (• .•rwA�,� »Y' *'i1iA7f ttrr :tr'SS$ `!` i'•., (�t f' xn ■ rt7 ,�,�g� OIL ?t2 If- f .• 11 r . {,., N auat N t„ E .s ,•' K "�S l+l ' �^ t ; .t1 ytl• M .yf it r. p: r i f`V•�°I`' 1iP VNi. 7 • , ~' j,y to �p i E QFt It H41i■44,141MYNF 47 . • a�.:%tF ?. x. qt. � ** ,r . ..t'....�'* + '{LM. `.N f�3r#�+pi Yi jt,.$ {at ,,,,� 0 iY.,: n'i•1f x9. 1•+e1j a..ey +y a . • ' . 3$ *� ir. 11, ' o f� , . pk r �y,, /t . t 'ki\S'1..1 .::*. '' •ti 0,025 r. + .tll Rr y �±t[ f[i['YkY•il?i •�: . t N ' �+Hs ■.•KfwY1 00' 1 L�' y M�i µ y r (} t{ tit.� �t 'i 4 Ie•RS}L� 'f..� Z'131i's Y "L'. • ' 5`'j*' F��??yy r g ; YLilti a'•-i'.s(i r' F #ui" 1 At�j -2f a t el ... (em.�• ar .'Lht `4f'. Ott. le i SnW'+r w'. .i.e. t3{ c .t� `r' �Kk e 7� s +finit, `' 14 *. . ''1"/. ctF.. i'lf ...r. lx.�li..3�ie ". r./.eR . .0.0.0.0 $1 un.. j�f1 t �` ■ 5 tt, A (`y, '. J D d ',AN • 1.' M t� nzs; 7 • t ;.' t r i% - . x. + . 1.i wkiro ! / � + rri � 4:.:•i , v'rYr• -io.'T' }i r tF" r11 ��'• A r wttwi 0.5 38 ',•5 ..Kiyl ; '+}tlt & I :'�.ft r ,r•� MP" +• f ~ ,� .tI:i1:'' �"I re-kd.. Rr . �, ..: iYlJ•�.r�71•'yww 47 893 ' 1 �y> rY` t r 7f • •a • i II r � • :�; 1 �.•Na.'12Ci Ti.A A , i I•� '^+ Yt � r r *`+p. N/ .;;:'00±00. i• is +, .nRa v I f2ar"IC q! ,�p� r+.w "iii :•S� Wt�r r, I aQ • . r y n '>('ivNkF` rff'`t:.� I 7 w V i i. 5. . . . Y' M NF1 �N. ■ TlV6` � 1 f Ql�3i i n .. .Sr'r+ sr . tk ' y.�a1 . ,♦N' • L t x ? • ? a t t "�^c nts �� . t k Di t W. v • S i* • 'd 4+' +'k r '• t 1 �� $ :;3I tr . : Ni it '^ ahp 1 t24- f ■ et 47 ra it? xk• 5 .v 1�y FE: r . .••r" ., ta. ..:.■tunun�� 4534 :Ntua*f�aw.• 'Pi'r.0t .3. 444V 314 & •,,, `t BtV � : 1+'7 ' 6° 4 �� { tfA 18e00 0,0058 0.99 +1Mli1' l U • f. ` N 4 �° . " , d l a 4 t I, F . ' , Ir r +:.i ' i{/M1 . n F "x L gM t: . t, a G" t�..^'. s 40 tf• �»iafi 1V e"•'fG!" trti: + r' ' + L°. ) "f °#.0 : 4i: KifiliA0 K'k }: J.7 ! •lwy fi N :• '?a 9.',:u i. # ". -, Nt _ , '...4 y } N. '• r MA ' y% d i t s �i , ��: L ' ' [+ ♦ Y i � �} + */..: a .:44..... -0 j pf { ,; . '''4 s l F� t µ(. r°w , iy ' A ^ { ] e • p K ��n3 .t . 7 � ' Q..f l;�a• M � :Il4 F r. 1•: ,. ia. µ 44 �+ a`t� ^�j 6091 aht i.i l' A Ar4'.4Sa; ,fs, � %rfu'; r:.� w >z�xv: f•r '4rsr.'., '# t," c• kt': i.y °'T .a�:f�e ¢TY+'�F .# ..fr. ' k.5e>!s,�.�.♦•y P•a.�r'rt' .i}i4�1.I it 45:111.1' 3. N sw�11 ./IMF .t+,!! ,j : § i + y It , xst • • : 1+ t ,. » kn• ..� .N y - .1.., h•' .+, ,•I+.rt..:1a }A y'. tj� �� r.. jr P},.�.I.1.:1. K of $ '' • WW hn ..T. :... +. �iYa. NA 12. ' Mw+i .i \t''* sb 120 ,f�,. p •� 71, i$k ...,:t C`• � y.s7?l. <2x`f' ,y'. a... . i .. t ar' , 1n . bw. t {,; '''` t .•.��•1..5,•t!P f �,�1. rt • r •r .i< 'Wl, j�$ � R rF 'i} .:' • : } : I.-.}i. f S';' 11NW 47 Y.'P}. •!f•+R-�V f.. •rr 4 +n+{'` }:,t•R i r tt. y •}t�k •3:. * k it Avhffr !!.4 ��aa: 'N •i. <" " q,{ ' 9 •:1H n:tr.%•% 144'' ., a4•+ < ��i {.Ji'� 1 1.08 + P'•` a 4 ° t :w•• T,."..s r �,a qta. �y�WW.,}t',90 -'x•.• wl. F';+ro404:,.+ � •"}- ;;•�'ef i4ya.taf; 9•.:1+C':lM: . ^'i!::' x j H r', ILIL H • .e ; TIO • f y . , N ! j 1 �: y, a ~Y �: "+.+R�� • vr • .Yl' .•....r a:.w:a.• TOTAL BTUH 149603• xf•'ss K yytt ,.t .... YX .. t t 78•a r .h ai i 1 .La WP%aAt:: c'' 1 .• £ ' rf IR µ } y� writ r%I•t��e �''•t ). {. •i,�K^. � Yi'.''�? L�4esc..w":'iw•:t:.a'�a�•., ~.: ttt Wiv• <: 1..•rr I: 1't. yy hh yA• � ' t r•W � a'� �:�:..u4••• �cf..,''i1'3ix YY :?;�t:7 " >N}1p �:. ,r`;e•. x�r • i' ,q, g ^•r1ly:•:Ysl{7f 'h} " '� .i1 :°} ;r: a,: &4?I +o 1..rtw ..,//�.. %%. . }��ySt ^�MYtl,.�•;�1���;t+Ar.W 2.14 .Y •.x §•i»>i.t. }}:at>•fN.••ro: ? .vh•b ts. .P 4@ 7: •a► *.." 14960 .: :0:4t. rf• !.!rg,...+,w'.r ..: �•..,tr a.�.....r .r•P,< h:l:..k J,Jy. }.'. ,.:.r ��. ya�t::. } %tf': i:j..� ,J...': e.y'•.w 14980 .. h'R .M. <..Y::.x ."'• ti4.'p..+. (ct( +Y.t..iy*: .1 S.L. hiri},t: P 'i • Pt t YPiSt.!A:°.< '%.` >i44Tr:f!i".'.4, r0. a.<.r r: '•:t .•i$ * fl• t5 7 TOTAL. KW 4.38 r } � •.:� �r r��. , �'� }•.fi..� t,ta;• }� f•: �.,. '� • a_ g s . r •,4a <t .R�rr r• r : s •.s lt:.'.:ilil�f.:.F'n.. r;;.....r.•.'' '�•p,..s• »• <aP•PtrrA:••�r.... t>.e x .t t, '1S i•..P.4 ; tt' Y 0. ny... ; -- .4.4.:‘,, •,tl + +' *" ' .H a?o #0 ., • xi•1 ',i <x yV►'^t!.:4, ',•;Yip+/ .. .1 P..,v..y,.t:y'+:';:(!'i�, • k< r sri..t'a'sfl.' r.+9::: p3r',: . ''s :i' . w:tii »uvfl ierr.+'y',•. HEATING LOAD CALCULATION Page 3 HEATING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83708 PROJECT: _ - COMPUTED BY: ROOM: Windsprint - Tukwila CEP } ��- DATE: I 6-Mar-00 CHKD BY: L DOM ZONE 4 Conference 117 DESIGN TIME: I 5. QT`S` • 31 r�x r ..• S4N 1}f.,N••f ✓ Ef lnc f . ♦ ^, .« • 1 *9.; '{",. � . 4+14 li.N ' 'AI '17;4:4-4 ,...r -- . d..;: ' E R l, 5 8 [ , 1 14 5 kww..4.4.h0% .4144' Ar•', m O „Vitt/kw/Is, W A . ' 1Nk L• • r 47 r< > •r o 073 ..0 ••. r k.... ¢ �4 gf 1�P 71F} 1 •Y` J}p O y yt > 7 r r . ..:. }y _• .r� 0 59 r>>M , �r ,i > , 0.51 ,.a 'v n ..•. r rlrl :> , tie k: A i tICIP•-ai/t ' g n /y I ::L '}rYf.• slab on grad 0.05 0.60 Yr Y XgPlutr ?< . 1 4'YI'r{v �t.«. Mk Y' Y � {� Y s ♦1`,i Z s� �VV r yb �Fi jt> ♦:/P>rl4ry .!♦ i•e Y•." 0e � « P . h . e. • a . „r _ ^ t r sY A4 >> r I ; :1 T: _ w N ry '•. i A aZ .a .. •• ^^ y:•. .4 .a $$2 « Yft+ A.Y� • a . A. + ry a •Y a * F + � � � flNfe. • * 0 _C . :w �+I ait• R � e + a .,t f1 > .r < � ♦S: .• .♦. .1 a ,r' Z�YA%AJ/ .I �4 O r8.. rrw + A M*� «'. MI N • ikAy rr 6 vN ii.AM•Y.4a .i' 47 r1«y < u„ 4 t ii., M•Y* .# • r • . . VIOL= Iii 0107 0.07 0.69 r f+', q - :"N « ',AP � .w ' . >.r f 4.4s!I .u• A.:$ ... sir r • filei. i i iti ♦y qyk 0 0._ .. . 0` }. 0 0 47 47 -' 1 . «'" s o.'�tq 4 L '► .e :, _ _ ' •'... _ 0._ .r_r • «... . a a....wr.r.rra.�.,.aa.. w� • 0 . . .... 47 w..a.., 0 0.00 0 �. _._._.•�... 0 . . _....� 30 • a•... ..'ti Y r wAv+4�i +. S. '' i!r ' » w r j ,41 •,.. 1 . . E a : ' . ,7, �,aJ { , qq t�Sf�iT}��S► ii.k .liV„ , t1�i '..' '•. _ a. { r . .,.. i . yy ♦A �r C�"'e `' " : nw :..•J.yy., .�aR > .ywr.,..• h �! r • I- .'ra .< >: •.• •r'..... - .zv ^ w1 9$I �.', f .i 3 t'lr . t• ,yri�,w �y ", .5577+t+t s 'vslr f A-I a K=' �5ti'1�OIaO • _ 0,542 -Y . 4! •iii4• yv Y>.Z. . +., .1+ •• . t ♦♦1 A "..'i'1. �' '+,._........... hISMS ;"t°.t.. €.:w 1 T r t° r t9 tS r.' : { '•' e:•et N�„ �'� -ws.f• .!sS11• � +3J 1W ...11.4..f. s�...ra,a.c Y V 47 • xi . rt C ik=et�e'4'. . '1 :u�ii.+rTrWlt ....Sf !y; 1 >i!§1'rIl1,1M1: • r .--d Q . •• a . r 1' ,t , C.»• �.. � ..�.:"�.: .. 1 ar s y r• • irSiiff r .`i i'• r sC. r 0 ..5' ;ai./ii r#�i'1/!1j Jam,•{ MyF �Yt ', i. M • S`4,' ; iiYY t T '�a '! h .. /.'fi.�.�r' 1;�r yM,Y . ' .t ' �{t F' .!. v`I •a�._1 n . ! ?. r; •♦ a x r r`t i O, IF 415. "k• -.. i t►» _ e+�aS',. �k [i© _r. t A to .��. r .� 31:! ...44 �. \S "0.026 .. r0. - 1! lt9M't r y"x( �• t3'•1:h �� ''ti J• 1 V>ir a,w a+.+.1,: '>� p Ja illit `� sFrrtt• ."r �7 M1 u n,r S 1 x . ». ;i4 +!•a✓ r. '�' ^d'"}`.1^ •. r. e: 2: , R. 1 nog _" >� � . 3 isi . ♦ k ^ « 1 � f�.!l!kk}}yy�MM }r. ♦ p .k1yjaC �21'i ,�(R a.• 'i' � >b,,,. 'v, . 7t�?.+lR ,ki•AN • 3t1 N b .: 1' ..•,\ .l..P K`+M R rAw, k t�`t.d.t :,u�'b.2ltelthti2.'.•S3a =. i2la.JR: :';4.�Ii1Y� }i.'•'�^!.•r i�j `5�'.7 .�N1yG A. n..♦f4ra1 . 111/1 r 47 "P" .>1y N M • 'i. H `R f �li• ry r. ll,�, J11J, 3. A� ' rt . �f 'M ♦r y. illeryry - . h 'C +iAI r �1 �' p AT ♦ �•s 1 [- i +t•7 rY C h "b' * YP" A 'y�,* t Akl•� y `y 1 t" IMt'1 +{SIB ... -1 r�4 may, ",�j ,'�ji7:777s.`af,:J"i'`t5 T!7ct�(;w' M'. r.. , �1r7�' -V - ., R H6r )t1 v,<r. ! 1 3, y' 40, 4,-4 +� trts� �" lY «%:ii ti _ Li t°��# Q1 .� d ' 47 r4"afl ,1 I't i.;1Us af. 0 ' « ' A tr1 � O-I1 4 J k �..'. 0,5 ,4 ,iVyr .�f AIMS >,{{�.' '''''I '`n.'1 n+ 0 i`+1�'e - }1*,h' �,,,Z Y V11/ . ,�� .y.,y ) y�1+e``•'•;�'��r�}15!.71:� ,V v..., r G - I .'r Ma,.,ilia a .J'f ,t . ` ii(Y .rvrvla'±*1�'�+YY��•T�MP rf ^�+w K ++...MMT. :�.. {li .fie.. rLAla�.1k• lilt (tn.(, ..t i �'- f ••1p 1j�' ititil��e�J.4.�' ..77, clQi"j,`��y;rlrlw1 I �r pq qv I • ,t �y 111,11/36- +i F •u iw +.f �4 Ugh irl..lal liA '�. eY!,.'W 44 '�i> a .2' < Zt 44 k i�.•r'•ir:< r` '<i.i�iIN.fl i ). : Yl1r�L ..:i;: .l a. • ._W► 4..- a . : .f A : , isle •♦ �� .1I!!M• {ib•' if+ X J N♦ ..I.," , 1.• 2 �l 1 •, iif i'r i....." III . r1+i♦n.o 8640 yp� 1 '11. +%M!+ k •' v., CI +riwril.ir, �a i i <1P Yj LS'I i! :iiLM n iIt 1 . III k <1R :%' *1:7N ti. 1 , i�1' I• • •rw ' 47 ...1 0,0058 0.09 .i4. `14:401b1 V?r. *1;4' h 44,.:�L de1.N,Fi, f ,# r � > .'�5 >� ,v.asSk'i 1+13' ry .�t1 d+ A" 4 r• +.,•• ! .! � Yf S' ti5. 1522 syt f1•{:9e.. . }' a .N • .5 4V1'�5 ����^t� �',, }� . fn y4.: . .41, 11Rt i„ , 1 fi . °",, ;' .� '.1 ? �'X' iisY:t t4'.�♦ + +>r''' Y�ta�< 3,1w,.k�r #. � \� 1WµQ «_ + >' � iiiai yY ✓i` S yi..,,. ,.,4;19`4,p, i' V... yrrt . .s..... y- . • '.5 '" ° ?• , 'f'k V1w lt. tom$ f* •!rt,Sri J' " °. `4 y,5q•, 'ii #M,. ,T .•,+• r ti'•' { { ,.j` V x1�+ TMi i'iy' ,( ✓�juR 15.151¢ u •.: a.9t wrS2c7Yk Zi,4 t4•v 1sV, JJ may ! ��(.T�i•" .A M.` ;''A . :. 'w .1 ;.Yi%i%`< • « 2 t 4p 1• . " •) to. 4.404. .r�!' t4... ,r.' OA ..rY� }axi « ,_- ,; -,'1 >v;« ��r;6228s;r �: 15228 .♦�• 1 . y Y.i.fwJ.1141t ti,Y •_. i• t;h •Y S:'+ Qw j , �^ r.. J� yF..1r1 fall 1<1,���1. rrC'7>H ,...i . i.�y�,��•�?.La?a A *hYi4 y+,a _mot •a' +s •M 1�.r,•1v!•+Y.i t .•. 16750 T . •. 5 > .te.:,, 4 ' is � n .) � .� < ark e. ■11i V•?• f:•..':S' /. 16750 5 _ .. . .36rt w �� %A'iia r♦ Lf+, , ��y... ,;t t II, , , lt, :1, t of le : r' •.i !f MNN ♦ Yl ry . „g '; • 3Q0 � " .,are }��t ? ..• .,t+. :R ,: :i�. „. 1.4 :11,44. f- a•` dyf: 11. Ia 4...4 + r lka3•r^F>' ,v. a>, >,a,ewa . b }11. > • a aa•' ,,,...sss iiiiii y ..1�,q �+ * !) t! t. tg` .2 if 4,i- �,th L' •A Y.•,• • �1. 1:1 affill `. • ¢off ;a1•e•{1F!!.F�,.7•t'l�:a .> i . 1.. i9+ 4. f s ♦ �t '.'. 1 1 ,,r - 6 ° �� � • r ..iii .; ,� n 1 1F ,.., • 1� M 47 r% .i44, • CV il.r i• y .. !0.4 W.wr,,. Y 04 a' .,f.> ', .i 7: a{ an. , Y• .. {� • •1w.,> fiAV t k x ' vr%K . Y . 4 '.<1yp �i • ..+ . 1• . S ..t�4. < }R s • «a,J[• .. itl+1.�. .. ,4y.e�a! p�,t�. fUi'rY ir,,� i71> N!�. ve' ,fy� '?>' . .s 4f• ' a • 4 .. 5!5f h x 4 •.:♦»x =•v ««a<, k . aPN... 1'13 4 1,08 M. tom• >iv'p 1`..FeF' k' >y! , �w .� .' $r n '�' f .Y 4,1• a%MF�M1..t4 T `EAT LO NFU. 10 8S TOTAL BTUH 16750 TOTAL KW 4.91 N! . ♦' . ,' «: ka • ;: r 434 .•. <p 1 • ;f ^` � �>. �y.�, �1L" r.41 K7f .yam '�<y� : et...... , �w{ jh f _ "r++ r y i1. . Y+4^ M. .-'s K. .d.i• d1 </al lf< ':J:..# 1 rtM p *,.. <.a j .r:, ..4>>r 4444 `A1' ' . 15 Y,l..:. K 1 :..,%'-'4K jlaK o y> •t i ey:♦ : s:.1.• : . Lt s � A'1 ;r. •••.. HEATING LOAD CALCULATION Page 4 .I ••r1 V.I• _.• *mg .• r_• . • HEATING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83908 PROJECT: 1 Windsprint - Tukwila COMPUTED BY: [CEP DATE; I 6-Mar-00 CHKD BY; DESIGN TIME: ri DOM 5 "_._.... _ ROOM: ;Costumer Service " 7• F Y 53q1. y^ 15 25 4�� �»d I�IE =�S f'y...... 1, 85 f '(�y�•••))) /� " I J7{•.:•rMi <6 L1I, :HY•' -r .�Ye I j' r :w•I a:a �f . Ring" ' <, .....,� 47 {;�:; >•. y i�l �. 1' e,{wir,. .. 0.073 Y(��MyIr`. RVA c..wry• �k .. «.__..}•ta# V..fM:' '1FlMk -• .. . r «/SMW,.:41.111 . /V.{17 /let �/�• },I/� �..r. __ slab on grade 0.05 ......r - .. •.... 0.60 _r_•�i/i ..- "f g,�. 4. 10• ....._ �r •r < 4IL i�'rr., * 0 off '' dreg() - ma °DOOC1 .. .A I ..rr �pt < f + _ iy 4Jf H. s< d,Ht >".. h 'I�N. :Y<Y ^} A O.�S9 t f r' c 5 . C; : ° , 0,81 -1. �q J•Kt>✓`�':•.i✓r `rgr (� �(�7 ', • . ! ,er v {.. .� f�"W'Ldy>+ • . - may. �[_iA» I ",J'. =4 Mrb'''! . ' 'ir,.w I� * p c i..` r•� 1 ,j r y .. ..s..,,. ._ .. «_._..._._,......._. _ >_ }a eu , ". �I.v Fd ._t�' , ;L„e`y. .. - « wwptww !';���r�',��,�¢ fa. h. v 0 1Ytt ''Q: vt.kii .'p �S�JY'Y :i.� >, 47 y - ........¢.. a�> 'e'',>P°f"r�r yY�IY.{•tsr� »t$ »sA�Ff'.t •l4lSfjr,�.s.i6•+wWtlxi. xy�• +h Pr'' . •/-. OAS - r <�.N�7�.•;,.�G �^;>x y' y� ":<y°.t94?^ zV . 4x e. alt. triiit. #j WI .... .. 0 0 0 •...� 0 .... 47 ...._ ar <r0,5 . ,^,` x.Y M� f: ;r' °. it 7.4 i l'i, . .._...r O - O- ...... ...�...�... O r.. •.. •._ ..... «.. 0 �...� . r 47 ..s..... .mow. 0.:r 0.00 r ...,. _. 0 ... 0 ......� 30 ' r i► d*� '+ e i a • : y i � .74 yr•., •• t�iyJ VV;,�,,ty . • •M r ° +.» it15• y » ' . • . •' r_ r_. ;r "K • • . 1 7 .4 rr=p, Y 3 ,.. , ' t Y' i k K , • • F At t� - !- Vy �In • . !:r .f.,-.1".....,..f.,-.1"...f.,-.1".....,....„6, _t•t•i,:..... . . 4 :MN1.r ir• 0.542 47 e +r' '•f•KxY r 4 dd Y.✓Y 'y y�d Xra.V1t»!i° } • t ,9<. . ..f ✓S+f W t: yy�� 0 ?�YAt+b r•.r_• N.f �! yiagt tijw � *, tit - r i .. 470 47 ; - : 1 .. .: / :s !�r ,d.4 w > i' Jr.:Aa. . �Rirt+ MI e. 4 ,� itirNi�t -�. �!>' X 'tlri* 1"; a43) .RTM u[i �}`.�i�`}, ��y. �A. 2•tr i..r.t:.a..sr.r + ir. nbG {-«;. �. .w. :l�d'w...l n. J'a;trr��i .44.41: tt+'4' •• : 4. 011,4 ►� . , ; i ' A 1 Q. - ♦ i� r xk' t •�' e >r .!� Q p r .rw'1 " .T► .•r'7` .1�'R ' �` 1°, 0.025 Mft [PI .. 1 ♦ . a_ • #.il;d. • 1 !,• . � I s jf�{�� 1 Y�� n '1". .,t ,t` i : iYlt' •....an . c•.eta f Fr . � 4j) ;� .. .�Y r' r, i e n +; "a....�+'. i '•• ."2`'�• • , • �'.' al• • rrr ... a. _. tao . A' j F •� �• r �' h ��•' ' ., Itll ` 11. tt1,t47 N .wra• ♦r y f k� �A�S I [.t���' a.cwy:i:/ .! �f . M y•°fi r. •"► t.at +t t x flt 1.n zoT .. e•.•u..� o * =.rs. to �' .t•r.•wr . a . .( K •r7.' .,,,. ..NNrf 1 M,F s ,r �i k �'A ,," t •,.. - +.-+. N T t � - •. •+ 3 .. 4.-... , i:'.. .�ii� . : it i t /'r '.i+1t�± r. ^ 4 ' 'ti Mr'. r �7, . ; ' J�-' lti� °�,. -a: .. r:i" •.F 'a y �,i i j. R a # y YY x ±/.i w . f1 'yf . }"{, i .ti. ,,,,(���11• i t' • O • $i ..1%,. tV. 9 . ' 0 .: .. ,� s 3.j . Y g ♦ �F ♦ J . ♦ ". R rr.< . ' ' < F" r MY r. N t.d•. .> �.f jn L •f ��t { l E - �, w b 's 7 [+a 47 .x 4 elf s r ; .�'t r . O O ` ,, 0,5 r rw 0 :•rww..nr+niw . 0 w• i• ` it •F k d !II. M • ` f"n + y w ou w A. I rv, y i rrl. 1 I a1 > vY. �� « „ !, t w` a ! . ' <: , T `i;i < . ' t' .. 3 rwtf t 1 � 411 sir W Lm ' Ad c 4J%44 a. 'et It'' i - tf�.WI ,I 1 �F• �0 ! I 1 ^ 0:74.3.11, 'gs{ , s1 - •M` ZF * , • , .f %ill- a ��� • ! 1l +•�•..�e1M,+..ra y i'«. 4 +r... .7 >. 1 r .' tvi.�"'+> f:'� at i c'1r. • r 1, !'iFi i •?r f�Gi da.'Ye�'3j2 tf.' pkd ' # ±,k ,. �� "1`�V.'u,r'A'." •,,s #> Lr f �; , a` 1 4 • rrwr ti0 i�.` 1 r`yy e rt4F.. n �'" iii E t"f.RY'+' v� j�.r.! > j 3 I a r N .M .we. . ? 4 ., o re, . + `, .Yt , .. m i� v 0 ' id i . '. i... AttIi'' "•• d1. F 'i•1 f`� N. `P 'n r`• '. r..I.w rli'1'. m •i..ty��<. Fi A, ... i : �' :'1 '7Y _ b, ntY.•1 g • t C t1 t• r'.as 'i 4 t+a I•� F.r aLYi'i •{ 4f •N1\i� tiyKyt���.i .•i oh .Ai' >ii n 9fi. 972 * M 7 14 , 71,.,0* ' ...Yk wwua r rc ',..41V17 : rA� 4' Nr144.r# ,<."F r ' .4y+1 !.' 1^ 4l1M1 YYY „ ; � ,.,r; .z 3600 0,0058 0,99 . t 1 iota n� .1J!VIM/ MSle Ef +. +.y ' 't''' I r . e e j �4 ,, � , . e' ' {Yy14wM 51 i • Y �i r• r , 1 , 1 ~ Y e Y , of .4 4 4 I' *. y '7 19. � t��t: M r A t•' '4�'Y. .n .,Y!•t'm, •va. 47 f 4i . ,......t it.... d*7, ml trRAZ MyY'M d '21h1tv9 e. . . f> �" . 1.�' v . 4'-' . t �� Y• ^ 1 .( N ^ . • • t f /,. T' � !, 5 tf. • . r i1fiYyvF �N 4 pit ♦ .r y.�, si aq Y 4K 1... W: E �•.. . � 1 F r . w �+I Y ♦.4*«da yr w v � �•4`1. /.,t� b xf 4n W z w 9137 y�LAh,I R4Wk.. •+" -4.:•,,,,,,t,-,:,,, nnr kf4,.. - . 1.1-40-44-1 b4Y y.{tv {a.i.•a t : '..f . • Vii • F11�1£ ; .t...t i• :. wrw•.r�. 10108 1 ?.L. .p >N � d f • ' 0 N A i I . e 0 4 � M+ 3 11. 7 y r i v . h�• X t . VA.,. M �� �J�i •'f'0 M} l�t 4xii /a y .41 y�t>• j !VI1/` Fy44 .'^7 .v '. ` '� • lI i k+i 0.' .NWR W ' ..,S, ltif ►gyp1 ww � Wr �_ i• :• . ' �r ' Y A �• e {w 180 . . >s y.iyr{ .1 rir � • �.� < .w ; k .t •jN Sµ sr H z MI ' YHinif A♦.,. .*y + N J` .� d tSr * M fi7y*444 A 4:4 4'11 rMZ 14*/ ., z { • • • t y1 41 . -0Nw Y • �' '` 47 yt e t � ,, Yr �:V . 7,m..-T..4,43,./.,pr. . 7Y t.i WY * : • .•t . 'iV S : .M .i : • Yr � ? % t ' i *. WY • { Y�• ` A'!$.r M . f jj : r t Y"YA:04'3 /x f11 ... 'RC1' NI .. , •i.5>. •. n fos -.. Y•< .•w:r • ,t .4 • Iia 66 :.-,h)• * i {W "414.4",414.4' i. V.I.: J Yt.:�w FILTRATI • N HEAT LOSS TOTAL BTUH 10108 KW 2 96 l• 4�y {,l. el• ,� �'{ I• ,yrr�..Z } :.,, _ ,„,•44,;,* { i' l +<�. ; N k �,K; ' � ir v' •��� =f.1�ti " < Air .r ,,-.3,. r M . 1r '•. ' ?f 1t £'t4. •iYi M N}f, r.. 9 .N '} t Leto 4,/, "ii�x��' Ac 4 4 isy @ww} !?' •.♦ . d K 'MF� � w•j,-3. L i i � -tfyA � iY+ Y4 ? a f• ji . ✓ "9: A rr" • , kY,j 'Ki:1nA01):; 8 g ,c;" if .�` M". .'4 y •tr zFd•% ^ .� i. - � . < ��� wft ✓% 51 1,irafs,. ' . 4,* , Ai„ �x �w y r <.« , ,: 4,, 4. aa A .t`", y • . . q-.�g.14 f�"1 /r,. *y�. , , F. Y{� u 5 +w dakf y^ l: w11. + <Nw. :.'.t . 3 3 4 __.. .�f .•.l w,!, �;,..0 « . li t, .•4. eA4:,,"...ea:w 3:„..tp•�,� � .kW- •i t 4+ '': *# vd �.. 7^s r +.v af1srii :. y%sezo1• 1Rci; HEATING LOAD CALCULATION Page 5 HEATING LOAD CALCULATION MUSGROVE ENGINEERING, PA 410 S. ORCHARD SUITE 184 BOISE, IDAHO 83705 PROJECT: COMPUTED BY: ROOM: Windsprint - Tukwila CEP DATE:I 6- Mar -00 CHKD BY: DESIGN TIME: DOM 5 Server Area < riey r , a >+{. o�� :� ..3.7444,s11.;,,,,::: 1 _ .C��J��j���,�� �y.)yy� y�.�a> ' T MI�t VRF.F .vN.w7• ,�� {_ 'Fy1� MAa•a}u1s+►��. i i < -Ai : •DIM' -. t " g �. < .,. � y _r... 47 ..... ...» . �-_ ._ _ •10 __... 0.59 .. .... ' 11 r.r.+ MM.. .•...p ENl , °r° 0:j riF 'Yiy. ♦ .#11,4"2. �ie'fa . v&.a •. ..4..., 4 . Y. ! 04: :' rwdvh 1 Aq.�.•vae 'yfa•rr_ �iL 85 pC Y> �!•r -1` •. ..�.f. I l.. '+✓ 7ukwll Tukwila WA ...... . • • r slab on grade .. .... _ 0.05 ._ •_w. .. -• • • 0.60 aj 0.073 u.._. ... ..•.. . 0 0.81 w. ,.'."i'sff i f; f• 1 )<Ik'd • �iLUE. a. j1YA Y .ra,f' , O10• AALLU - • .,,:w,wra}i.;t�>aaf::..>iw. :a �, 1. E � ,itY �kL'ili �' J '' / III. j ... ?; <. 1� . .. 'w� ' ,.4 5 .. 4; • ff.� ,i'> ,t� <� t : . U � � • �'• } a} x x }ary �� ,y.. `y' ii?rrryMo4.,, a r! a4 .Ya 4 L± • I • •Y J >' y�a#t.rr ax `.,> t.slR t'Y Y K?'t, 1M .1{ 7�,?"V i ■ 3 , "' sx • y .040 • ; -x gi. ..•.''t `.. • I t , c lYrl r JtA�«±+1 ,�r?;A iY . r1..: , " aaaa I r4 4.. 1 -.. if ": 1,�_. � - - .t: ....1014.146(- • H• .. r 1l r�" •i '# '' . ' ......2_.1060 t< ' �j }.y '. J ''r ' a a ,• 1 MIN K,- 4.lre+t • �PM � :... }.. >«i'h• . ' ha' L aqw}¢+ �+a,'' {• )�<�yr� d r%: r>ti�{. > ,�r,� MnK .. ,,�1j 31 # ralrifl��l •I T'' ' � •' 1 ' 1 MAY 4< 1•+' '{4,>t N X67 47 '{��i ��. �•eg �9N • ;a riM.•(Fi� -# tly M ^�3 ►, Y <F<;e.•ryMt� . %a':fi::'a.. ai s.._w.a. a, :i i. ai•`.°m.'` �0 0 s o 't�':y«. 'v = Li r �f. ]4414 4. ' :>rY • i,1 i ,x # [�,'(�J .M . #L I {' }h}l.� )' J N 444 ... ><. 'x >' Ssn ::i' s.Yy.. I`' 47 i. 1a.% bC g !•' Y ., .' Nxj} .t.wA l�pii S�' , •. n:1•„.#Y • r' 2 q r},..� .' A. { k} ( /�j��� 43 }} � / >. \•.. { ,i 4'U ••<Y4r e o P.. h y 742 0,05 i4.P.. 'v% >F:< sx#+e�.2a , §..� {r v''. {r{ j'y, i�er.b •' /v u;•.r••.r x ;Y::*•. �.]y lrj t4"± R/•,•�5 Y.e l'41•14•:. i .i�f��.'j� v�'•> yy r p1�vr•- ���y' �d{fA.K•.tl{i Y .iF.fii±a'. &Y'il %4- ./Art?t,. 0 . 3665: �w 0....�. 0 . _ 1060 .�.. s.�� .1u...a _ . 47 , .._.._ 47 0.07 0.690 0 0 s.0 LL +.. 0.... ... 0 47 .. 0.80 o 0 30 ° 0.00 tI4 'Y. 4 ,r M: +! v • ♦} .. *y�2; . \ I 1 4' - I.., „i)4 L:: `A'. • ! }„yyY ,q ♦ s • .Nt 1i A: y .. .. .;•.arP •:1: tt ., 4' ..{ a} Q t . L�", M x:�;. .. '+� 1.' �i r . . w ..,:en., .. • ».. %!� 1n Ll,•i3 #Se+m f . 4-318 J{ p. ,4 G�•n 0,64.2 .. t.�ty`;1,,r., n A ', v44" ar•ara . •.^r1 ,M1ii :, r I " w -"IAA". i3 « ° iN +�%y2 � r . dtl �t. t' �' l,': _�i:`�S;L T_-• : Q T h 141. h�mtl!! 4:.9` slat b i' �'r arC .Aiy .a $..L.u. e, t:k ^i� i `r ') «I I ♦1 ' OE �' aluxt.:41N<k AMA 47 •a1, w• algal a a s . T r� r. M1.* S' e 4:�P '1.,ti.....�: ,, 7.7 K•+ri t r .MNaFr ISAii.ViA 0 v. ,. ,,,,, a ; . F +� ..,.+. f7: +}lri : .t. w4" . .. Y..J ,Nr } y y� .J ,{O ' • f trz^ � of tt "'/ . O•y. 4 � _ t 'A1 i • 0.025 a .i 3 e r 1 y 7 s4" +i ��,1 r tNP ��.ii�.t y a. y, a[ Xa'.►t i 'w� X ! ' 3 r :c ao-'p.. +t !'!'f�,i ..Wv`�4✓� trw s1�•! • �.i -0:i • } t rl'Arti h�2 a:* i j 1;E' 1 M�1 i q i, ; a!'" .t+ . �t i. � �f 1 Mill ,r.`,14 11 R e 47 0 , :"''` 7 1 ' ;? : + �, '�`. • �l,' • ' : •,3; . ) r.. :33��cgs ► . ' 9 1 • i li a . s 3 i Sr�lt .tl/.i all. . "a` v NWyk�r. .0 li `t 4 f '`Ki0,41-'1 J 'd+LMti7lalVa.F •`Y'' ' 3 'lie 9�r' 'It •p• �s' a r H� ,� ,�i I �i ►a a �' • q, F v j ' j!" f *.r a Ii *� + r , I:70 • .�' a .► • i � , �Cr 1• t - ' 1:��•= � .� , t .... :f ' < `T3 I T.y♦ I tF4 r i . r r. 0.6 I1 Y4yr�a•wr �` + i 3 R' Sit 1i T7`�.y�^tiy*r '%i+fIIw t Yt. � `e{lh ° •s't i�.IJY<"t ". ¢ 1 i Est! i' p` .b i�`i.4 1 ��� tW �. '+iF w` r itir {_ f;.• F e . n>F .teal. 0, f a� ..Rugg. h1 a.. 4 Z......4.. • 88 .., �:.• T ' . ��! • u E� �} to10.41•sil.aa.t '" 47 4v�n '`,'s;; 'q a '1 "itx "a $: }, w d . •fllri ! r 2068 a... a.v pp, Sl"ri+'�i'o- i# 8a tl i� ibAN'. efr+ jT #y 1 . .r }d 1+ .:+M`il/� {k rl {.e}�t�r #yi►w4 i.,ivra + § w �.'" i t iMfin ,t^ + 4"♦ ♦.iI 11?'�.1t'[) �,I •' y 7 i • ai.... 4 .A"1 "';' b .. , ,,' ua.f 11 ' } •K4 .r "`",44411 n I,il laf b'. +a'Y� ..+. tr r•� +2 M f y.�yi V 1w. la. iii ..SbH it., t'i t . tp, i. • ,, ': `... + h '- e>'.,11 i,i{ t �'•,?,, •,i 4• i � 4;111.•Z lz ry '!1!W } S� !. �,}tj.RJ i1. 6TlS A M�2 t1, ,.. Nay 74=tffFee f 1.4 a • '� T1. r� si °� 'f j• . ,(rtq • f. •. • v s' AI, v:. M1' . � 4". J� J . . 1 * 1. € . {r Mu- f1 1 ,,,J1 Viral'. 1 ■ +n4 4.. i� 1 r1, ...; , • t V ei4, 4'.. s AVM. XVtv'SS .4 I i��`"t��•••,!! ea • • , a r 9' ' t , , ♦ , . eir . k 1 - ♦drw� f.•, ,r,.' N .•, 140 .. M !�. v a /,L+V aai .�'7 S k#YrY Tr>b .r' i. ,1�,P } •r t•Jl -i :M '. t .. ti�i+ i!i ;` a � 1 r `1m 4 b �+ Y �1f '%1 . N V,t N. 4)1.1:4 ! I - r- t+r �4♦ h .,'r {! f. +..la.i� I i '! `js.y,il, �'4. • _ raid''" 1� $ #'. �k t '1 I II•l ••" I 'I i� ,t} �A.. ',ia .a llc 1 �,b+ It f1a Aar lib N.i a L�•'r.Y 168000 tit: + yy�,:�.� 1`�F - 0.0058 0.99 • t1' \ ~4"r •'S i Mi 11.rlfV100.04 lttilA 47 ( 45339 fit# ^` �4, :i �K_Y' �� � d,+r pF.qa{y} ....1. X'• .si .wbLt1►x *1FW,+�tN1+'!# i-.. Y 4 i' t' • ,u ' `' I � , yi }f 1A ' * L.:'., '' #ak I a+d'.4,tir: .sal 1:''" f ' 4,.. R .. 7,4 ..., *}- * 1'.Z.,. li>i ' f st � M ' • h. �qq� ^#T i1 Y'r� 4' K 4 .� .+ �;i"^±+1:, e f e7.x • ".? e't, t:,r. ./+F tv v :4 :"Te's • +' 1 < - t. ,K• . 'a► ti A6 8 rJ.' . Je /R . /may gay d .•n.ti'.oYi a. s^ p ..�rr•�" 6 �2 t .11E1 JG'.: tt Y 1 sN 1` " ~' .'!'F�> ♦• .Jd b�- s. t„i,'a,<n�, � '� 5 n#..).t �(y►V;1 tat .7{ .07'1:Z, ry2� J . ks5 - . `•1 `I, [,, I F �30 '+.'n 1 * ��: ';r. 'l •/k�(�Y hF`.k « 241:44 •% � x� `�'. ,+ ♦ A'4 1 # . { i I� .1aayaT• y .t Y 1{ Y ~ _ y�.'i.N V., • .er :.n�.r �'i�q. ifN' = A. t�,+� � iY'� j�t O�'�(' N y" r` 4.4** ' �e /1W.,<aa`�?r , ..ea1: K ,..a: s� �.vnh . .w1ar M.44' R V,,, �}p�w '>v+•'a,4 MrilN.w.Y> 1M it ifs 64 .r� !. q .yW .1 J'� • 1, .� '� G1 ® 'f (''], • - 4rl tl. 1t "'"' J, �•r ..t ti.. 111. fit" ) ', '• .**;24•anti�:1;44,4.lWr« ,ill •7. .+Rir Z, ad.V) 4. :- �; .w� a -4 260 47 1.08 12690 •• ? .. 'I.M:. Al.• N �,1(t '�: a,as y r• 1 ! .• � 3 afYMW:•: »' •• !a t;;•a ,e 4"i••. `fiN Wi V, f• k •. 'I'�ir «4 o. -0 }.H,< �'•'^"P{ F:Y' 1u4.< .i' .ifS `4".5 C>;K. .fit'#'.. M,.A:y,'1'v�.4:�. }A.r•.., ri.ti' .�•.,}'.gd'yy «��w�...`h... r[.w .� ifl..�.t .<'. .4"+..Q ' .y -C?'' '}'it h', {'' V +�; ' 7. �'. a: **4'4 q;.,1+yi' yA�iyO .Ji ,.N.. i • 1yk •PJty}�{i�14 aif q h ". Y P k7•yp ilit,+J_A:litf.Wr 41 iii. +Yy '•.1 iM ^ {. q� 4•'`l.$,::•••fYayNL J��y.+�.i fa r .i', f'. iSr' ,sI S.. K,'7�tS' w.PY 1.4r tp •1.1 :am ?(f <1.. A.fff.t+'xf ww1 19 f'•i.�w.P �•.:...F SY' Pai',k 111 �y 4x<M jJk' ak `•n? .4i. �p. F'. 4t1 ►t' $a.�a.Af.w .. 4.:.L• 3t.Iw h' ,r d fff<<<{{{������aaa•••'a.. p i;j �.,. . (!}'*, :C?. �' �+ bt � .. �.,is• �.Y�J' :Y . sr <«� -� ... � 1.1 � �� ..i+It4,�E•..�4 � ?V:,�••:.< 4•. r/ <: is 4r L'•:• „ x Y< .:. f 7 �'}��•{{..S5 "4"i« .� r� -laflV'..,. :. ..l4" .kt' id a..o <a #f pp,� y: ixr aF ,.4��qq�1••}!'Y1'T`•:'t`2�'!A:'S,t 'a''`+j,•yaj , .,... ,...* 4 }M'��}',.3M i'„�`.. wr.:,- «a5i�f, : fa.' 4 tw 14:14.4, «4�• `�.�.�,�,i',�.>_aP:• «x 1t''•' t•••>+•''ai �u .jj ��..:J.�: t; rii:i :::...:';..L':.. :. ".� TRATION HEAT LOSS OTAL BTUH 63752 TOTAL KW 18 7 ,6 ,4 42$4. :.a'a 4,..Y 541,,J1 1t7Mlla1!#V1MFG� ,��h... , : ": f 'y '{ t 't I". r t r+ o. jaj� • 'A ' ; .j1 -0rt'•1F' ,t ' r .' .:: .• M ^ ," N �( f MI -: j • w�'n i •'a.< + +N.FL+ x. ,4y <• •1 • i},.•.i « t,i« ��F ,, 1 . the• 4 " C9vi`.' �' $4. �'.. :t w{. a. S:..:. .(. it p •k'ri i ttta k t, ask"'1f:a1t -♦ 4t,tiri 'f " 1' it :u•r• v4+' • ��' W1",<.:. Fi, i . , 'Q.�.y ivy #' '" x1e IItgR rig• ^� .. ,astir • •` ' iN. ;:".�+i��j#± ((�j#°�.f':�',411;a: t ►t .' •a•N�ry�{4u J• fiY R4" i 1' Y' .lxtiiax'di , s",4,14. 4 :4 ,'j 63762 1.:.xt.S4a'•g ,{ u'ik.A.1a: s J: • 'Z'i•' 1' 'idl8 2,1 O f 4j. •.•.. q..,d't,Ji r r4iw f»'Yif na 7:fFiliii� 63752 �.,.... 19 A'fla.txw �},i .. •„.., ha,<.:« <kYh`'r�j� Fti p y1 ' •'3 q,ibta. .4:};i .K - t • 4,...... ! w.n W k,: *.441 '�,G�.$tr. •K,. <'n' z gees. • 14, {,,,.. • 41..1 5 tit• 7'4 • #. �.Ar ,.Y F »a biis� < ttt ::r0. • 4 i V HEATING LOAD CALCULATION Page 6 y r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M2000 -054 DATE: , .. 3 -7- 2000 , PROJECT NAME: WINDSPRINT - LIGHTREALM SITE ADDRESS: 3417 . S 120 PL _XX Original Plan Submittal Response to Correction Letter #___ _r___ gevision # After Permit Is Issued Response to Incomplete Letter # Awcng V Public Works Fir Prevention Structural ❑ Planning Division Permit Coordinator ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE 3 -9 -2000 Not Applicable ❑ TOES /THURS ROUT G: Please Route Structural Review Required Ej No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS Off, CORK TIONS: (ten days) Approved El DUE DATE 4 -6 -2000 Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CO C ON R O : DUE DATE Approved ❑ Approved with Conditions El Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Imam t DOC City of Tukwila Fire Department Fire Department Review Control #M2000 -054 (512) Steven M Mullet, Mayor Thomas P. Keefe, Fire Chief March 10, 2000 Re: Windsprint - Lightrealm - 11(11' South 120th Place Dear Sir: 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 ower 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 obeli. be installed in accordance with the manufacturer's installation instructions. (UMC 608) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 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) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device, (NFPA Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•S7S•4404 • Fax: 206•S75•4439 City of lhkwila Fire Department Page number 2 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief 72 (1- 5.2.8.2)) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant apace only - special fire permits may be necessary depending on detailed description of intended use. 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, • 4‘k.51m/-- The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206. 575.4439 RE©ISTERED.AS PROVIDED BY LAW AS CONST CONT SPECIALTY REGIST. # EXP. DATE CCAFCG EFFECTIVE DATE217NT 8/30/1979 HERMANSON CORPORATION 1221 2ND AVE N KENT WA 98032 Sl1nnlur0 , !�1 Issued by DCPA ITMRNT OP LABOR AND INDUSTRIES • RECEIVER CITY OR TUKWIILA OCTw 1999 PERMIT CENTER SYMBOL DESCRIPTION SYMBOL DESCRIPTION FLEXIBLE DUCTWORK ; PETE'S PLUG @ 0 WALL MOUNTED TEMPERATURE SENSOR CP BALL VALVE �- -- MOTORIZED DAMPER III BUTTERFLY+ VALVE — - —, MANUAL VOLUME DAMPER pd GATE VALVE SPIN -IN FITTING D4 PRESSURE REDUCING VALVE ' L AIRFLOW — SFD COMBINATION FIRE /SMOKE DAMPER 0 BAANCE VALVE 6) EQUIPMENT CALLOUT (V CHECK VALVE TURNING VANES N GLOBE VALVE -� INTAKE OR EXHAUST 4 TRIPLE DUTY VALVE DIRECTION OF AIRFLOW I THREE WAY CONTROL VALVE CEILING SUPPLY DIFFUSER TWO WAY CONTROL VALVE ® CEILING RETURN GRILLE SOLENOID VALVE '.. g CEILING EXHAUST GRILLE J' J GAS REGULATOR SIDEWALL GRILLE PRESSURE RELIEF VALVE DUCTWORK OR PIPE BREAK O B&G CIRCUIT SETTER VALVE. LINE SIZED 7 INTERNALLY UNED DUCTWORK 5 CWS — A CHILLED WATER SUPPLY LINE ® FLOW DIRECPON - CWR — i CHILLED WATER RETURN LINE 4 TEMPERATURE GN':E ' CD --f CONDENSATE DRAIN LINE ? PRESSURE GAUGE (LIQUID FILLED) 1 - . FS -- f DIESEL FUEL SUPPLY ' TS TEMPERATURE SENSOR L T --- FR -- 5 DIESEL FUEL RETURN FS FLOW SWITCH , -- --- FV DIESEL FUEL VENT Q 12' S. S. FLEXIBLE CONNECTOR 5" FF —5 DIESEL FUEL FILL (GRAVITY) 0 MASON ELASTOMERIC VIBRATION CONNECTOR SOIL, WASTE, OR SANITARY SEWER V B ID SUCTION {l:� DIFFUSER. OVIDE W/ OW DOWN VALVE W/ 3/4� HOSE PR CONNECTION BL 1- - 3 1 VENT VY ALTVE STRAINER, OSE CON PROVIDE NECTION EC BLOW BOW" YPE W/ 3/4' H 50_ - _j DOMESTIC COLD WATER (CW) b REDUCER 5 - - U DOMESTIC HOT WATER (HW) II UNION - - - -� DOMESTIC HOT WATER RETURN (HWR) t MANUAL AIR VENT R - MPG f ' ., MEDIUM PRESSURE NATURAL GAS T W ATER HAMMER F— G I LOW PRESSURE NATURAL GAS rI CAP F-- F S FIRE SPRINKLER LINE' ® DOUBLE CHECK NACKFLOW PREVENTER PIPE SLOPE IN DIRECTION OF ARROW ' U A m REDUCED PRESSURE BACKFLOW PREVENTER FLOOR CLEANOUT U ®I LSD FLOOR DRAIN A H I Acs WALL CLEANOUT 0 0 FLOOR SINE 5-X S&4 GRADE CLEANOUT T ❑ MECHANICAL DRAWING LEGEND RE: ALL MECHANICAL AND PLUMBING SHEETS GENERAL NOTES RE: ALL MECHANICAL AND PLUMBING SHEETS 1. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFC ".M MECHANICAL CODE (UMC), AND ALL LOCAL & STATE CODES. 2. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE (UPC), AND ALL LOCAL & STATE CODES. 3. ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 4. MECHANICAL CONTRACTORS SHALL RECENE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BE ORE MAKING CUTS THROUGH ANY STRUCTURAL MEMBER. 5. MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR ANC WITH ALL OTHER TRADES TO AVOID CONFLICTS. 6. THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERING MOTORIZED EQUIPMENT AND CONTROLS. 7_ SEE SHEET M5.1 FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPE.,IFIED. 8_ ALL MECHANICAL EQUIPMENT MUST BE APPROVED PRIOR TO THE FINAL SUBMITTALS. ALL APPROVED MANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT. 9. THE MECHANICAL PLANS INDICATE RATED WALLS FOR LOCATIONS OF SMOKE AND /OR FIRE DAMPER_. REFER TO ARCHITECTURAL PLANS FOR EXACT RATING OF EACH WALL DESIGNATED. 10. RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULES, SHEET P2.1. PROVIDE REMOTE CEILING. ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FGR BALANCE DAMPERS LOCATED ABOVE HARD CEILINGS. 12. ALL VALVES SHALL BE LINE SSED UNLESS PROVIDED BY CONTROL`_ CONTRACTOR OP OTHERWISE C 13 FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION OF ANY EXISTING MECHANICAL ,STEMS OR PURCHASE AND /OR INSTALLATION OF NEW MATERIALS. 14. EXISTING MECHANICAL EQUIPMENT AND ACCESSORIES REMOVED UNDER THIS CONTRACT SHALL, BE I, .0 ?ED BY THE CONTRACTOR. COORDINATE WITH THE 'FR ON WHICH', ITEMS SHALL BE SALVAGED OR DISPOSED GF. 11. TENANT SHALL BE RESPONSIBLE FOR TAXES ON THE "OWNER'. PROVIDED" EQUIPMENT NOTED ON SH_11 M5.1. 16. SYSTEMS SHALL SEISMICALLY'. RESTRAINED PER THE LOCAL CODE REQUIREMENTS. 15. DRAWING INDEX GENERAL MC).) Mechanical Cover' Sheet FIRE PROTECTION FS1.1 Fire Sprinkler Plan - Area '1A' FS1.2 Fire Sprinkier Plan - Area '113' PLUMBING P1.1 Plumbing Floor Plan Area '1A' P1.2 Plumbing Floor PER Area '1B'' P2.1 Plumbing Schedule /Details /Riser 2 cOO5y MECHANICAL M1.1 Overall Mechanical Floor Plan' M2.1 Mechanical Floor Plan - Area 'TM' M2.2 Mechanical Floor PER Area '1AB' M2.3 Mechanical Floor PER — Area '1AC' M2.4 Mechanical Floor Plan — Area '1AD'. M3.1 Chilled Water Piping Schematic. M4.1 . Mechanical Details M5.1 Mechanical Schedules 5�� PCTMIY PEQUIRED FOO. ❑ NIEC' IAtliCA,- IP ❑ PLU 0 G AS WINO ' Ci O ' BUILDING D I D VI" JV(7 tE ` 6, 5\1e. / „ A l . � - r ti re. S v-v-t6 ‹ I`; I NO. DATE REMARKS A A A 0 A A 0 A 0 A A MENG 1[D& MECHANICAL COVER SHEET DRAWN BY: CHECKED BY: DATE ,N.T.S. JOB NO.: . Gt (■Ar'i I Jon! '7 25JAN0 SOLE: mug' =.1Z-0' I DRAWN BY: c D9AWQiG'ITDE OVERALL MECH. PLAN - ,AREA' I A D > D D > > D > > D > > a 1 t t E Y R rs. t,f,, . Tenant Improvement: New Offices/Data Center for: s DATE] L G TREA LM - A Micron Company PHASE 1 -- - - - - - - - 3417 S. 120th Place Tukwila, WA 98188 — MUSGROVE ENGINEERING, PA a)o S. Orchard Suite )ea Boise, 10 eV. (208) 384 -0585 fax (208) 3840765 musOrmveortusgroveenBOaearin800m PROJECT NUMBER: 00 -03 a O 0 © o © Co O' m C) m; 0 9_ 0> z 0 - 71 10" CWR 4" CWS CWS 8" CWR CWR 10" CWR IFC /DH-4Q4 4 CWS —16x10 0 CWR 0 —w CD 12x12 wI \\ 120 V1 ATCH AREA, SEE= SHEET M1.3 FOR CONT'N. 1 I DJ c' t. t 1 MECHANICAL FLOOR PLAN - AREA 'iM' CC LL N 2 L . .:.CT r w_ co 7 1 .41 W m r —1 KEYED NOTES: 0 SYMBOL USED FOR NOTE CALLOUT. 1 ROUTE 3 CWS AND 3" CWR LINES UP THROUGH THE CONCRETE FLOOR TO THE UPPER LEVEL AND CAP FOR FUTURE USE. PROVIDE SHUTOFF VALVE AT TAKE —OFF. SEAL PENETRATION THROUGH FLOOR AIRTIGHT. 2. AIR COOLED CHILLER SECURED TO NEW CONCRETE APRON. 3. ROUTE 6" CWS AND 6" CWR LINES FROM CHILLED WATER MAINS, DROP DOWN TO CHILLER CHILLED WATER CONNECTION INLET HEIGHT, ROUTE TO CHILLER AND CONNECT. SEE CHILLER PIPING DETAIL FOR PIPING REQUIREMENTS. PROVIDE SHUTOFF VALVES AT 6" TAKE —OFFS FROM MAIN. 4. PROVIDE 22 GAUGE SHEET METAL PAN UNDER THE 10" CWR PIPE. ROUTE 3/4" DRAIN FROM LOW POINT IN DRAIN PAN TO FLOOR SINK IN RISER ROOM. PAINT DRAIN PAN AND DRAIN LINE SAME COLOR AS CEILING SPACE. 5. ROUTE 10" CWR THROUGH EXTERIOR WALL. PROVIDE LINK —SEAL WALL PENETRATION GASKET TO SEAL PENETRATION WEATHERTIGHT. 6. SEAL ALL PIPING AND DUCTWORK PENETRATIONS THROUGH SERVER ROOM WALL AIR TIGHT. (TYPICAL FOR ENTIRE FACILITY) 7. ROUTE 8X6 EXHAUST DUCT UP THROUGH SECOND FLOOR TO ROOF CAP AT ROOF. SEAL ALL PENETRATION WEATHERTIGHT. KEEP DUCTWORK TIGHT TO SECOND FLOOR WALL. 8. 10" CWR PIPE SHALL BE KEPT TIGHT TO STRUCTURAL, SLOPED DOWN AT GRID E KEEP TIGHT TO STRUCTURAL COLUMN. 9. KEEP ALL CHILLED WATER PIPING TIGHT TO STRUCTURE. (TYPICAL) 10. INTERNALLY LINED R.A DUCT BOOT SAME SIZE AS R.A. OPENING ON FAN COIL W /CAPPED END. PROVIDE OPENING ON TOP OF RA. BOOT, SIZE AS INDICATED. 11. PROVIDE SOUND TRAP ON ALL RA. GRILLES. 12. SEE COOLING COIL PIPING W/3— WAY VALVE DETAIL. 13. BALANCE O.S.A. DUCT AS INDICATED. 14. MOUNT LOUVER, FILTER ASSEMBLY. SUPPLY FAN, AND DUCTWORK HIGH IN SPACE. FILTER ASSEMBLY SHALL BE FARR 2 ", 30/30. 25X16, GLIDE /PACK. PROVIDE FLEXIBLE CONNECTORS AT CONNECTION TO FAN 0'12oeJ&J CONSULT NT NO. A A A A A A A A A A A DATE DRAWING 7TDE MECH. FLR PLAN AREA'1M DRAWN 8Y: CHECIC'D DY: CEP DATE 1/4' =1'-0' 10' CWR (TOP) _ -. -. -. 8" CWS (BOTTOM) CONTROL PANEL 8 CWR - :(TOP) - -: 8" CWS (BOTTOM) FUTURE AIR COOLED CHILLER •B'_ CWR -(TOP) - -.. 10" CWS (BOTTOM) FUTURE AIR COOLED CHILLER 6' CWR (TOP) 10 ". CWS (BOTTOM) FUTURE AIR COOLED CHILLER CWR CWS CWR 10" CWS FUTURE • AIR COOLED CHILLER 10' -O" MATCH 'AREA, SEE SHEET M1.4 FOR CONT'N. o® 0 F.6 1 MECHANICAL FLOOR PLAN =AREA '1 AB' 6 CWR 10" CWS (U, KEYED NOTES: 0 SYMBOL USED FOR NOTE CALLOUT. 1. ROUTE 3" CWS AND 3" CWR LINES UP THROUGH THE CONCRETE FLOOR TO THE UPPER LEVEL AND CAP FOR FUTURE USE. PROVIDE SHUTOFF VALVE AT TAKE -OFF. SEAL PENETRATION THROUGH FLOOR AIRTIGHT. 2. AIR COOLED CHILLER SECURED TO NEW CONCRETE APRON. 3. ROUTE 6" CWS AND 6" CWR LINES FROM CHILLED WATER MAINS, DROP DOWN TO CHILLER CHILLED WATER CONNECTION INLET HEIGHT, ROUTE TO CHILLER AND CONNECT. SEE CHILLER PIPING DETAIL FOR PIPING REQUIREMENTS. PROVIDE SHUTOFF VALVES AT 6" TAKE -OFFS FROM MAIN. 4. COMPUTER ROOM COOLING UNITS. UNITS SHALL BE MOUNTED ON A 12" HIGH FLOOR STAND. ROUTE 100X10 SA. DUCT FROM TURNING VANE DISCHARGE TO SERVER ROOM WALL. SEAL WALL PENETRATION AIRTIGHT. 5. 3 CWS AND 3" CWR LINES STUBBED UP, VALVED AND CAPPED FOR FUTURE USE IN EITHER THE LOWER OR UPPER LEVEL. 6. 7. 6" CWS AND 6" CWR LINES STUBBED OUT, VALVED AND CAPPED FOR CONNECTION TO FUTURE CHILLER. 8. ROUTE 10" CWR AND 6" CWS THROUGH EXTERIOR WALL. PROVIDE LINK -SEAL WALL PENETRATION GASKET TO SEAL PENETRATIONS WEATHERTIGHT. 9. EXTERIOR CHILLED WATER PIPING SHALL BE SUPPORT FROM A GROUND MOUNTED PIPE STAND. PIPING SHALL BE STACKED WITH THE CWS PIPING ON THE TOP AND THE CWR PIPING ON THE BOTTOM. SEE SPECIFICATION FOR EXTERIOR PIPING REQUIREMENTS. R.A. GRILLE SHALL BE MOUNTED HIGH ON THE WALL WITH A SLEEVE TO TRANSFER RA. AIR THROUGH TO THE MECHANICAL ROOM SPACE. COORDINATE SLEEVE WITH STRUCTURE IN WALL. 11. ROUTE 6" CWS AND 6" CWR LINES DOWN MECHANICAL ROOM WALL SAME HEIGHT AS CHILLED WATER CONNECTION TO FUTURE AIR COOLED CHILLER. PROVIDE ISOLATION VALVES AND CAP. PROVIDE LINK -SEAL WALL PENETRATION GASKET TO SEAL WALL PENETRATIONS WEATHERTIGHT. 12. PROVIDE 22 GAUGE SHEET METAL PAN UNDER THE 10" CWS AND 6" CWR PIPES. ROUTE 3/4 DRAIN FROM LOW POINT IN DRAIN PAN TO OUTSIDE, SEAL PENETRATION WEATHERTIGHT. PAINT DRAIN PAN AND DRAIN LINE SAME COLOR AS CEILING SPACE. 13. MOUNT LOUVER, FILTER ASSEMBLY, SUPPLY FAN. AND DUCTWORK HIGH IN SPACE. FILTER ASSEMBLY SHALL BE FARR 2 ", 30/30, 25016, GLIDE /PACK. PROVIDE FLEXIBLE CONNECTOR AT CONNECTION TO FAN. 10 3" CWS AND 3" CWR LINES ROUTED TO COMPUTER ROOM COOLING UNIT. PROVIDE SHUTOFF VALVE ON RISE FROM MAINS. SEE COMPUTER ROOM UNIT PIPING DETAIL FOR PIPING REQUIREMENTS. ZOOOTt -- s MAR ft 7 ?f)DO 5J C QJ v 0 U 0 z C v v O Q E C C C rj co co ® — b 11' < _1 NO. A A 0 A A A A A A A A DATE REAARM DRAWMG 7717E MECH. FLR PLAN AREA'1AB' DRAWN 11 CEP CRP.CNPD BY: at, , DAZE SCAM ' , 1/4' = 1"-0' JOB NM: SHOOT NO, 'RISE 8'0 10 CWR 10' CWR NO NEW MECHANICAL WORK REQUIRED BEYOND THIS POINT UNDER PHASE I A ;SEE SHEET Wit 1 MECHANICAL FLOOR PLAN - AREA '1AC' I . e o KEYED NOTES: 0 SYMBOL USED FOR NOTE CALLOUT. 1. ROUTE 3" CWS AND 3' CWR LINES UP THROUGH THE CONCRETE FLOOR TO THE UPPER LEVEL AND CAP FOR FUTURE USE. PROVIDE SHUTOFF VALVE AT TAKE -OFF. SEAL PENETRATION THROUGH FLOOR AIRTIGHT. 2• SEE PUMP PIPING AND MOUNTING DETAIL FOR PIPING REQUIREMENTS. 3. LOCATION OF FUTURE BASE MOUNTED CENTRIFUGAL PUMPS. 4. 10" VALVED AND CAPPED CWR LINE FOR FUTURE CONNECTION. 5 . 3' CWS AND 3" CWR LINES STUBBED UP, VALVED AND CROSSCONNECTED. PROVIDE WITH A MG CIRCUIT SETTER ON CROSSOVER AND BALANCE TO 65 GPM. TAPS SHALL BE FOR FUTURE COMPUTER ROOM UNIT USE ON EITHER THE LOWER OR UPPER LEVEL. 6. END. LINED RA DUCT OF SAME R.A 800T,SIZE AS INDICATED. ON FAN COIL W /CAPPED NDICATED 7. PROVIDE SOUND TRAP ON ALL R.A. GRILLES. 8. ROUTE 6" CWS AND 8" CWR LINES FROM SLAB OF UNOCCUPIED AREA UP TO FIRST FLOOR CEILING SPACE, KEEP TIGHT TO STRUCTURE. 9. KEEP ALL CHILLED WATER PIPING TIGHT TO STRUCTURE. (TYPICAL) 10. SEE COOLING COIL PIPING W/3 -WAY VALVE DETAIL (TYPICAL) 11. BALANCE O.S.A. DUCT AS INDICATED. vrV DI AM I,PR ( I\ C N OFERE DRAWING IME: MECH. FLR PLAN AREA'1AC' A A A A A A A A A A A DATE REMARKS DRAWN BY: CEP CHECKED BY, CEp DATE: 251AN00 BcAIW 1/4' L (9B Na 4 I n n_) � I 8" C'.WR __ a" CWR 10 CWS 8" CWR 10 CWS CWR 10" CWS' z o U 1- . w. ; = =w =_ w rSaA.;- w .0 8" CWR 6' CWS NO NEW MECHANICAL W ORK REQUIRED BEYOND THIS POINT UNDER PHASE I j� J M ATCH AREA S EE SHEEN M1.2` FOR`CONTN:`, 1 MECHANICAL. FLOOR PLAN - AREA ' 1 AD' f CWR 10" CWS - f -NC'. '.. J KEYED NOTES: O SYMBOL USED FOR NOTE CALLOUT. 1. ROUTE 3" CWS AND 3" CWR LINES UP THROUGH THE CONCRETE FLOOR TO THE UPPER LEVEL AND CAP FOR FUTURE USE. PROVIDE SHUTOFF VALVE AT TAKE -OFF. SEAL PENETRATION THROUGH FLOOR AIRTIGHT. 2. ROUTE 6" CWS AND 8" CWR LINES DOWN TO SLAB AND ROUTE TO WEST SIDE OF TENANT SPACE, SEE SHEET "1.3 FOR. CONT'N. SEE FLOOR PIPING SUPPORT DETAIL FOR MOUNTING REQUIREMENTS. 3. VALVED AND CAPPED 10" CWS AND 8" CWR LINES FOR FUTURE CONNECTION. 4. COMPUTER ROOM COOLING UNITS. UNITS SHALL BE MOUNTED ON A 12" HIGH FLOOR STAND. ROUTE 100X10 SA. DUCT FROM TURNING VANE DISCHARGE TO SERVER ROOM WALL. SEAL WALL PENETRATION AIRTIGHT. 5. 3" CWS AND 3" CWR LINES STUBBED UP, VALVED AND CAPPED FOR FUTURE USE IN EITHER THE LOWER OR UPPER LEVEL. 6. 3" CWS AND 3" CWR LINES ROUTED TO COMPUTER ROOM COOLING UNIT. PROVIDE SHUTOFF VALVE ON RISE FROM MAINS. SEE COMPUTER ROOM UNIT PIPING DETAIL FOR PIPING REQUIREMENTS. 7, TEMPORARY BYPASS LINES UNTIL FUTURE PHASES ARE COMPLETED. PROVIDE SHUTOFF VALVES ON THE 6" CWS AND 8" CWR LINES. 8. RA. GRILLE SHALL BE MOUNTED HIGH ON THE WALL WITH A SLEEVE TO TRANSFER R.A. AIR TO THE MECHANICAL ROOM SPACE. COORDINATE SLEEVE WITH STRUCTURE IN WALL. r)1 1 /r\/ 1 A1, 1 C 1117 RECEIVED CITY OF TUKWILA MAR 0 7 2000 I';9° °x'01, 'ERMrt GENTEI, NO. A A A A D A A A A A D D DATE DRAWING TM: MECH. FLR PLAN AREA' 1AD' SHPErNO.; A , A1 A RE. MA R R1S 10" CWS TO COOLING COILS SEE SHEET M2.2 NCB _ NC FUTURE 10" 10 CWR FROM COOLING COILS C� NC 8" CWR FROM NO COOLING COILS T SEE SHEET M2.3 --J (502 GPM) 3" CWS 1/2' CW UNE FORS HUMIDIFIER COND. DRAIN 1 `} , -, �� LINE TO FLOOR SINK a11�Qa.xa�� CWR / (82 GPM) 3/4" TAP W /BALL VALVE, HOSE CONNECTION, AND CAP. (TYPICAL) AIR CHARGER (PRE- CHARGE TO 12 PSI) -� 10" N2E; TO HELP PREVENT WATER ENTERING THE INSULATION THE ALUMINUM SHIELDING AROUND EXTERIOR PIPE INSULATION SHALL HAVE ALL SEAMS LOCATED ON THE BOTTOM OF THE PIPING AND THE VALVE HANDLES SHALL BE POSITIONED ON THE BOTTOM SIDE OF THE PIPE. INSULATE COND. ORAIN UNE W/1/2" PREFORMED FIBERGLASS INSULATION W/VAPOR BARRIER. COMPUTER ROOM UNIT PIPING DETAIL NTS NO NC NC SEE SHEET P1.1 NO b41 FOR CONT ~- 1" CW MAKE -UP AND NO FILL LINE FROM DOMESTIC PRESSURE WATER UNE IN MECH. ROOM, 3/4" CO REDUCING VALVE SEE SHEET P1.1 FOR CONT'N. CONNECTGLYION L FILL (SET AT 12 PSI) CWR f -8" G' CWR [. CWS \ \ -10" D &G PRESSURIZED EXPANSION TANK MODEL D -80 (33.6 GALLON CAPACITY, 77.3 ACCEPTANCE) DRAIN VALVE PI �TO FLOOR SIN PE K 3/4" BY -PASS VALVE NTS NOTE" SEE SHEET M2.3 FOR LAYOUT OF MECHANICAL ROOM. CWR CWR NOLE SEE SHEET M2.1 AND M2.2 FOR LAYOUT OF MECHANICAL ROOM. NOTE: PROVIDE PIPING SUPPORTS ON 5' -0" CENTER AND AT ELBOWS. FLOOR PIPING SUPPORT DETAIL 1 CONDENSER WATER PIPING SCHEMATIC CONDENSER PROVIDE MANUAL AIR VENTS AT ALL HIGH SPOTS IN SYSTEM CWR NO - NO NO i NO 10" T SET T &P VALVE TO 100 PSI. PIPE FULL SIZE TO FLOOR SINK. + k r FUTURE AR OGLED CH NEW 4" THICK CONCRETE HOUSEKEEPING PAD BONDED WITH EXISTING MECH. ROOM FLOOR. r -- 5 GALLON POT FEEDER, SECURE TO WALL AT 36" A.F.F. PIPE DRAIN TO FLOOR SINK. LOCATE DRAIN'. VALVE AT LOW POINT OF PIPING ON THE ROOF. YY) 2DIIr D 9{ DESCRIPTION OF WORK (C.HII1 FD WATER CI OSFD I OOP). 1. .FILL SYSTEM WITH ''A SOLUTION OF 10% BY WEIGHT OF A HEAVY DUTY ALKALINE UOUID CLEANER. THE CLEANER SHALL BE CAPABLE OF WETTING & PENETRATING HEAVY SOIL DEPOSITS OF OIL OR GREASE, - & KEEPING THESE PRODUCTS IN SUSPENSION. 2. CIRCULATE SOLUTION FORA MINIMUM OF 8 HOURS, THEN FLUSH. SYSTEM WITH CLEAN FRESH WATER UNTIL ALL SOLIDS HAVE BEEN CLEANED FROM THE SYSTEM. CLEAN ALL STRAINERS IN SYSTEM. 3. AFTER CLEANING, REFILL SYSTEM WITH A MIXTURE OF 70% CLEAN WATER, 30% DOWFROST HO PROPYLENE GLYCOL AND CHEMICAL INHIBITOR. 4. AT THE CONCLUSION OF CLEANING & TREATING, WATER TREATMENT CONTRACTOR SHALL CERTIFY IN WRITING THAT THE SYSTEM HAS BEEN CLEANED & TREATED AS SPECIFIED. 5. AT THE END OF ONE -YEAR, SYSTEM SHALL AGAIN BE CHECKED & REFILLED AS L REQUIRED TO MEET ABOVE SPECIFICATIONS. SERVICE DURING, THE ONE -YEAR WARRANTY PERIOD. SHALL AS REQUIRED TO MAINTAIN ABOVE SPECIFICATIONS. A QUALIFIED WATER.. TREATMENT.. CONTRACTOR. SHALL.. BE UTILIZED TO FURNISH THE CLEANING MATERIAL & SUPERVISE THE FLUSHING & TREATMENT OF THE SYSTEM. APPROVED WATER TREATMENT CONTRACTORS MUST SHOW PROOF OF SIMILAR SERVICE FOR NOT LESS THAN 3 YEARS. & SHALL HAVE FULL -TIME SERVICE PERSONNEL LOCATED WITHIN ONE -HOUR FROM THE JOB SITE. MONITORING &TREATMENT OF THE SYSTEM SHALL BE PROVIDED FOR A PERIOD OF I YEAR FOLLOWING FINAL ACCEPTANCE OF BUILDING & SYSTEM. CHILLED WATER FLUSHING AND TREATMENT RECEIVED CI?Y !1F TIJKIVILM1 •11A1: .i NO. A A A A A A A A DATE REMARKS DRAWING TM CHILLED WATER PIPING SCHMTC DRAWN BY: CEP 01EAND CEP DATE 25JAO0 SCALY N,Tra JOB ISHPBTNOA "p a 1 0 r t -5X ! RADIUS ELBOW F I I� R -i3% ! 90' GORED ELBOW MITERED j VINE __ R. 45' GORED ELBOW ELBOW W/ . 5 GORE TURNING VANES 3 cORE x- tY -2�•. Lo• Y -L Uv. Z -iY SINE] L _I 9 TO 0' TEE W VA TURNING VANES LJ 90• TEE FITTING 1 _ CONICAL 11: Yea FITTING F � s � 45' LATERAL TAP , ELBOW W/ s 0 MAXIMUM Fi- � TRANSITION ROUND TAP TURNING VANES EF z - % -1. (i• wN.) CONCENTRIC EPIP1 NTRIC - i11 zx : z - sEC. FLATUS OFFSET e' ] RADIUS OFFSET 1' iii*Oz WYE FITTING TRANSITION TRANSITION ONING VANES DUCT TAKE .25 -OFF J 1411. ] op RADIUS WYE ` SQL, RE TEE '11 �. W/ L SQUARE TFE W/ DUCT TAKE -OFFS TURNING VANES TURNING VANES L J R I.s% RADIUS ELBOW e- .s MA%NUM CONCENTRIC SQUARE , ELBOW W/ s 0 MAXIMUM Fi- � TRANSITION TURNING VANES TRANSITION .s TURNING VANES I] V 45 ELBOW [ lit I e - .5 MA,MUM MITERED OFFSET e' ] RADIUS OFFSET FINN III ,:,,, :,xxoUCnON ST OB RUCTION RF"DUCTION ONING VANES I I INTERNALLY LINED RA. BOOT W /OPENING ON TOP. NTS NOTE: 1. COORDINATE EXACT LOCATION OF UNITS WITH uGHTS & ELECTRIC --1 CONTRACTOR. PROVIDE REQUIRED ELECTRICAL CLEARANCES PER C. 2. HOSE KIT SHALL BE PLENUM RATED. DUCTWORK 10' -0' DOWNSTREAM OF FAN COIL SHALL BE INTERNALLY LINED. NOW NTS FAN COIL MOUNTING BRACKETS, PROVIGE %' / VIBRATION ISOLATORS 3/6'0 HANGING R00, SECURE CT BUILDING STRUCTURE FAN COIL, SEE PLANS FOR SIZES AND LOCH ONS FLEXIBLE CONNECTOR W /COMPRESSION STR� =� FOR AIRTIGHT JOINT AIR FLOW FAN COIL HANGING AND DUCTING DETAIL NTS COOLING COIL PIPING W/3 -WAY VALVE C ETAIL ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA AND THE ABOVE NOTED STANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER. RECTANGULAR DUCT FITTING DETAILS 12' C.. MAX: (TYPICnCL) NQG PUMP DISCHARGE VALVE (COMBINATION STOP /CHECK/ BALANCING) B &G TRIPLE DUTY VALVE OR EQUAL ORESTUR GAUGE W COCK PUMP ELECTRIC PUMP SHALL BE DYNAMICALLY BALANCED IN THE FIELD AFTER INSTALLATION IS COMPLETE. SHEETMETAL DUCT TOP AND BOTTOM SECTION OF UNER SHALL OVERLAP THE SIDES. ALL ENDS OF LINER TO BE COATED WI ADHESIVE AND SHALL NOT MORE THAN 2' BE BUTTED FIRMLY FROM EDGE OF UNER TOGETHER. DUCT LINER DETAIL NTS ROUND DUCT FITTING DETAILS NTS BUTTERFLY VALVE STRAINER W /BLOWDOWN VALVE AND HOSE CONN_ PUMP FLEXIBLE CONNECTOR MASON TYPE SFDEJ MOLDED EXPANSION JOINT OR EQUAL PUMP SUCTION FITTING, B &G SUCTION DIFFUSER PUMP &LSE, GROUTED TO CONCRETE PAD I NEW 4 CONCROEEPI I�PAD SECURED TO ETE EXISTING HUSEK SLAB. NG CIRCULATION PUMP PIPING & MOUNTING DETAIL NTS METAL. ... SFENERS: 1' THICK OMARK INSUL -PINS, DURO DYNE FASTS, i GRIP NAILS DUCT LINER INSTALLED BY GRIP NAIL AIR HAMMER OR AUTO FASTENER EQUIP. DUCT UNER (TO BE ADHERED TO. DUCT W/ 1008 ADHESIVE SEE SPECIFICATIOINS) ALL DUCTWORK TR� D DONS SHALL BE CONSTRUCTED AND INSTALLED, TO SMACNA AND THE ABOVE NOTE-STANDARDS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER. AIR FLO RETURN AIR RIGID ROUND DUCT OR DIFFUSER COLLAR SOUND TRAP DETAIL NTS LOCKING QUADRANT HANCLE OR REMOTE'. CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE NYLON CLAMP OVER INSULATION NYLON CLAMP OVER FLEX DUCT SECTION O NTS NSULATION OPTION Z FLEXIBLE DUCT DETAIL NOTE 1. SOUND TRAP CONSTRUCTED OF SHEET METAL. LINED WITH 1 THICK FIBERGLASS ACOUSTICAL INSULATION, OR RIGID FIBERGLASS DUCTBOARD. 2. SEE SCHEDULE, SHEET M5.1 FOR RETURN GRILLE DIMENSIONS. AIR EXTRACTOR CEILING FLEX DIFFUSER DUCT SPIN -IN FITTING TAKE -OFF DETAIL NTS -RIGID SHEET METAL NOTES: 1.. TAKE -OFFS. SHOULD. NOT BE INSTALLED CLOSER THAN .0 WIDTHS TO ELBOWS OR INTERSECTIONS 2. SEE BALANCE DAMPER DETAIL NOTES;. 1. SUPPORT SYSTEM MUST NOT DAMAGE OR CAUSE OUT OF ROUND SHAPE. 2. FLEX DUCT, MUST NOT EXCEED 6' -0' FROM', CONNECTION TO TERMINATION. 3. MAXIMUM LENGTH BETWEEN SUPPORTS MUST. NOT EXCEED 3' -0 O.C. 4. ATTACH BANDS OR WIRES TO SUPPORT STRUCTURE ABOVE. SPIN IN FITTING (SEE NOTE 1) BALANCE DAMPER (SEE NOTE 2) SEE SECTION 1 INSULATED FLEX DUCT. MAX LENGTH 6' -0' SEE SECTION 1 oIT roF ^4H 11 inn 'HI1AI�! -LITER SHEET NO. NO. A A A A 0 A A 0 0 0 A A DATE DRAWL. TIDE MECHANICAL DETAILS DRAWN RE CEP CHECKED BY: CEP DATE 25JANO0 N.T.S. SCALE JOB NON., 0000 4�. COMPUTER ROOM AIR CONDITIONER SCHEDULE SYM BLOWER ELECTRICAL REHEAT INFRARED HUMID. WIDTH CAPACITY ® 72F, 45% RH CHILLED WATER WEIGHT (LDS) 2090 MANUFACTURER AND MODEL LIEBERT DELUXE SYSTEM 3 MODEL FH740C_ REMARKS O 0 CFM ESP HP V/0 WSA MCFB KW STAGES KW LBS /HR FILTER TOTAL (MBH) 408.5 SENSIBLE (MBH) 380.8 FLOW (GPM) 82.3 P.D. (FT) 30 E.W.T. ('F) 45 L.W.T. ('F) 55 CRA - 1 16,500 as 10.0 460/3 78.0 100 30 3 9.6 22.1 4 ". 30% CRA -2 16.500 3.5 10.0 460/3 78.0 100 30 3 9.6 22.1 4 ", 30% 408.5 380.8 82.3 30 45 55 2090 LIEBERT DELUXE SYSTEM 3 MODEL FH740C CRA -3 16,500 0.5 10.0 460/3 76.0 100 30 3 9.6 22.1 4 ", 30% 408.5 380.8 82.3 30 45 55 2090 LIEBERT DELUXE SYSTEM 3 MODEL FH740C 0 CRA -4 16,500 0.5 10.0 460/3 78.0 100 30 3 9.6 22.1 4 ", 300 408.5 380.8 82.3 30 45 55 2090 LIEBERT DELUXE SYSTEM 3 MODEL FH740C O1 CRA -5 16,500 0.5 10.0 460/3 78 X 100 30 3 9.6 22.1 4 ", 307. 408.5 380.8 82.3 30 45 55 2090 LIEBERT DELUXE SYSTEM 3 MODEL FH740C 0 ELECTRIC DUCT HEATER SCHEDULE SYMBOL '� TYPE DUCT SIZE I ELECTRICAL AICF 5W MANUFACTURER & MODEL REMARKS WIDTH HEIGHT WATTS I V/0 STEPS DH -1 DUCT MOUNTED 14 12 1400 277/1 2 800 DELTA FLO MODEL EH -4X127 1 2 DH -2 ' . DUCT MOUNTED DH -3 • DUCT MOUNTED 10 12 1 3000 1 277/1 2 500 DELTA FLO MODEL EH -3X127 00 14 12 ' 6000 ;2 2 DOG DELTA FLO MODEL EH -60127 CO DH -; DUCT MOUNTED 14 12 6000 ;277/1 2 800 DELTA FLO MODEL EH -60127 00 EXHAUST FAN SCHEDULE SYM TYPE SERVED BLOWER ELECTRICAL SORES MANUFACTURER'S AND MODEL REMARKS CFM. ESP, MAX RPM WATTS V/0 EF -1 CEILING CABINET' WOMEN'S RESTROOM 200 .25' 1600 135 120/1 4.3 COOK GEMINI GC -340 000 EF -2 -- CEILING CABINET MEN'S RESTROOM 200 .25' 1600 135 120/1 4.3 COOK GEMINI GC -340 000 EF -3 INUNE CABINET ELEVATOR ROOM 220 .25' 1625 137 120/1 2.8 COOK GEMINI GN -340 4 00® ELECTRIC WALL HEATER SCHEDULE SYMBOL TYPE FAN ELECTRICAL MOUNTING HEI MANUFACTURER & MODEL REMARKS HP RPM CFM WATTS VOLTS 0 EH -1 WALL MOUNTED -- 1400 245 2000 277 1 24" A.F.F. MARKEL G3422T - RECESSED CO EH -2 'WALL MOUNTED -- 1400 245 2000 277 1 24" A.F.F. MARKEL G3422T - SURFACE CO EH -3 WALL MOUNTED -- 1400 245 4000 277 I 24" A.F.F. MARKEL G3424T - SURFACE CO RETURN & EXHAUST GRILLE SCHEDULE SYMBOL NOMINAL SIZE NECK /RUNOUT SIZE CFM RANGE REMARKS R -1 4' -0" 8 "0 100 -325 000 V R -2 22X10 10 "0 180 -300 0000 R -3 10010 10010 500 -750 002 0 0 R -4 22X10 22X10 500 -1100 0. 00 00 R -5 96030 SEE PLANS 12000 ®®0 PUMP SCHEDULE SYM TYPE SERVICE CAPACITY MOTOR SUCTON DIFFUSER TRIPLE DUTY VALVE MANUFACTURER &M ODEL REMARKS GPM HEAD FT MIN EFF HP RPM V/0 P -1 - END SUCTION CHILLED WATER 502 140 74 30 ...1750. COOK GEMINI ON -820 .460/3 OF -3X'. 3DS -5S. B &G SERIES 4G 00 P -2 END SUCTION CHILLED WATER 502 140 74 30 1750 460/3 OF -3X 3DS -55 B &G SERIES 1510 KG •.® SUPPLY FAN SCHEDULE SYM TYPE SERVED BLOWER ELECTRICAL SOWS MANUFACTURERS. AND MODEL REMARKS 'CFM ESP MAX RPM WATTS V/0 SF -1 INLINE CABINET OFFICE O.SA. 720 .65" 700 299 120/1 4.3 COOK GEMINI ON -820 000 SF -2 INURE CABINET SERVER O.5A. 250 .50" 1200 171 120/1 2.6 COOK GEMINI GN -520 000 LOUVER SCHEDULE SYMBOL TYPE NOMINAL SIZE MINIMUM FREE AREA (SQ.FT.) FINISH MANUFACTURER &'.MODEL '. REMARKS L -1 . DRAWABLE -6" 25X16 12 PRIMER RUSKIN ELF6375DX W /FLANGE FRAME. 1 2 L -2 DRAFNAB E -6" 25x16 12 PRIMER RUSKIN ELF6375DX W /FLANGE FRAME. 1 2 DIFFUSER SCHEDULE SYMBOL NOMINAL SIZE NECK /RUROUT SIZE' CFM RANGE REMARKS '.. 0-) - 1.6F63 ED 6"0 0 -90 00000 D -2 9x9 co 90 -200 ®®®O® D -3 12X12 10 "0 200 -350 00000 SUPPLY GRILLE SCHEDULE SYMBOL NOMINAL LENGTH PLENUM INLET C. RANGE REMARKS G -1 4' -0' 8 '0 100 -325' 00203 G -2 10010 1000 50 - 100 00 AIR COOLED WATER CHILLER SYM UNIT T REFIT. MANUFACTURER & MODEL MANUFACUTER &MODEL YORK MODEL YCAS0210 REMARKS 000 FANS COMPRESSORS CAPACITY B 90' EAT EVAPORATOR WTR. ELECTRICAL (SINGLE POINT) OTY HP /EA. OTY RLA (EACH) ACTUAL CAPACITY (TONS) 201 MIN. EER 10.5 WTR TEMP ('F) SIZING GPM 502 MAX. PD FT WC 25 V m I 460/3 MCA 393 FUSE SIZE 450 ENT 55 LVG 45 CH - 1 AI SCREI R -22 10 2.0 2' 163 149 CH -2 AI SORE' R -22 10 2.0 2 163 749 201 10.5 55 45 502 25 460/3 393 450 YORK MODEL YCAS0210 000 SYM NPe. FAN..'. COOLING COIL MANUFACTURER & MODEL REMARKS ' H ESP CFM RPM V/0 TOTA MBH SEW_ MBH AIR TEMP ENT' WTR LVG ENT TEMP LVG GPM PD FT FC -1 DIRECT DIRGE HIDEAWAY 1/3 0.40 900 1 1080 277/1 25.0 21.0 80/67 55 45 55 7.4 8.1 cQUAY SHO.: 218 3 00® FC -2 DIRECT DRIVE HIDEAWAY 1/4 0.40 5G01 1010 2'7/1 14.0 10.0 80/67 55 45 55 3.5 3.7 cQUAY SHD061B C®03 FC -3 DIP.. : 01:VE'HIDEAWAY 1/3 ''.0.40 9001 1 "i0 2T7/1 25.0 21.0 80/67 55 45 55 7.4 8.1 cQUAY SHD1210 C® ':5 FC -4 DIRECT DRIVE ,HIDEAWAY 1/3 10.40 90011080 277/1 25.0 21 c0 /67 55 45 55 7.4 8.1 Mcall AY, SHD12 000 O ALTERNATE MANUFACTURERS: MARKEL, BRASCH O PROVIDE W /MERCURY CONTACTORS, AUTOMATIC LIMIT THERMOSTAT, MANUAL RESET LIMIT THERMOSTAT, FUSIBLE LINKS, CIRCUIT FUSING, FUSED DISCONNECT, AIR PRESSURE SENSOR SWITCH, CONTROL TRANSFORMER 0 1 ALTERNATE MANUFACTURER: QMARK O PROVIDE W /INTEGRAL T -STAT. REMARKS: 0 SIZES BASED ON TITUS MODEL TDC SE"'FS. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR, TUTTLE BAILEY, METAL -AIRE, KRUEGER AND PRICE. 02 SIZES BASED ON A MAXIMUM NC LE''EL OF 25. 0 ALL DIFFUSERS LOCATED IN LAY -IN CEILING AREAS SHALL BE BORDER TYPE 3 AND BE MOUNTED IN MANUFACTURER PROVIDED 24"x24' PANELS. ALL DIFFUSERS LOCATED IN HARD CEILING AREAS SHALL BE BORDER TYPE 6 (BEVELED) SURFACE MOUNTED. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING 1, ES. 0 SEE HVAC FLOOR PLANS FOR DIRECTIONAL THROW REQUIREMENTS FOR EACH DIFFUSER. 05 OFF -WHITE FINISH. 0 REMARKS: // VGD // SOLAR RAT30 ROUND AL NU 1'2 I MANUFACTU ERS G E ANEMOSTAT PRICE, NAILOR, TUTTLE & BAILEY, KRUEGER, METAL -AIRE, AND J &J REGISTER. 0 SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 0 ALL GRILLES LOCATED IN LAY -IN CEILING AREAS SHALL BE MODEL 50F WITH PANEL BORDER N3 FRAME. UNLESS OTHERWISE INDICATED. ALL GRILLES LOCATED IN HARD CEILING AREAS SHALL BE MODEL 50F WRH SURFACE FRAME. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. SHEET METAL DUCTWORK VISIBLE. BEHIND GRILLE SHALL BE PAINTED FLAT BLACK. 04 OFF -WHITE FINISH 05 HIGH WALL GRILLE SIZES BASED ON TITS MODE 350 Z, ALUMINUM B ANEM FIXED BLADES, 3/4' SPACING, 0' DEFLECTION. ' APPROVE D MANUFA INCLUDE ANEMOSTAT, CPRNES, NAILOR, TUTTLE & BAILEY, KRUEGER, METAL -AIRE, AND PRICE. 0 GRILLE SHALL BE PRIMED FOR FIELD PAINTING. 0 SIZE BASED ON TITUS FLOWBAR MODEL FT -10 1.0" SLOT, JET THROW. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES. J &J REGISTER, NAIL°. TUTTLE & BAILEY, METAL -ARE, KRUEGER AND PRICE. 08 PROVIDE WITH TINS FRP -10 PLENUM AND BORDER TYPE 33 WITH SXX END BORDER. REMARKS: 0 SIZE BASED ON TITUS FLOWBAR MODEL FT -10 1:0" SLOT, JET THROW. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR, TUTTLE & BAILEY, METAL -ARE, KRUEGER AND PRICE. 02 SIZE BASED ON A MAXIMUM NC LEVEL OF 25. 03 PROVIDE WITH BTUS FBP -10 PLENUM AND BORDER TYPE 33 WITH ; SXX END BORDER. 0 WALL GRILE SIZES BASED ON TITUS MODEL 272F, DOUBLE DEFLECTION ADJUSTABLE BLADES. SPACING OF F -WHITE FINISH. APPROVED MANUFACTURERS INCLUDE ANEMOSTAT, CARNES, J &J REGISTER, NAILOR, NTTE & BALEY AND METAL -ARE. 0 PROM DE D MOCESSOR CONTROL W /GRAPHICS, SPOT LEAK DEFO SMOKE DETECTOR DISCONNECT SNCH 0UWNFLOW W/TURNING VANES FOR ROTATED BLOWER WHEELS AN 12 RAISED W /A 'wOR VANCED ROTATED ICROPR BLOWER WHEELS, 3 WAY VALVE SITE LINK CONTROL AUTOMATIC HUMIDIFIER AND REHEAT LOC -OUT, FACTORY FLOOR START UP. STAND 0 PROVIDE ' W/Y DELTA STARTER, DISCONNECT SWITCH SINGLE POINT ELECTRICAL CONNECTION. 5 YEAR COMPRESSOR WARRANTY, WATER FLOW SWITCH CONTROLS TRANSFORMER, LOW AMBIENT HEAD PRESSURE CH ( tOL,FACTORY START -UP. 0 CAPACITIES ) ON 500 FEET ELEVATION. A FLUID MIXTURE OF 300 PROPYLENE GLYCOL AND 700 WATER. AND FOULING FACTOR = 0.00010 HR•SO.FT.•'F /BTU. 0 CHILLER SH. lE CAPABLE OF COMMUNICATING WITH THE NEW EMS (SIEMEMS). CHILLER PACKAGE SHALL INCLUDE (1) YORKTALK CONTROL PANEL TRANSLATOR AND (1) GPIX LINK PER CHILLER. CHILLER CONTROLS S . _. BE FIELD PROGRAMMED AND COMMISSIONED. O ALTERNATE MANUFACTURER: CARRIER. 02 PROVIDE W /SECONDARY DRAM PAN, DUCT DISCHARGE COLLAR. RETURN AIR PLENUM; 2" FILTERS, VIBRATION ISOLATORS. 0 CAPACITIES BASED ON FLUID MIXTURE OF 300 PROPYLENE AND 700 WATER' AND A ELEVATION OF 500 FEET. 0 ALTERNATE MANUFACTURER: ARMSTRONG 02 PROVIDE W /HIGH EFFICIENT MOTOR 0 ALTERNATE MANUFACTURERS: CARNES. PENN AND GREENHECK. 0 EXHAUST FAN TO RUN CONTINUOUSLY. 03 EXHAUST FAN SHALL OPERATE ON A HEAT -RISE THERMOSTAT. 0 PROVIDE W/1-LUNGING VIBRATION ISOLATORS. PR8 ROOF CAP (PAINT TO MATCH ROOF). AND VCA -16 ROOF CURB. 0 ALTERNATE MANUFACTURERS: CARNES, PENN AND GREENHECK. 0 EXHAUST FAN TO RUN CONTINUOUSLY. 0 PROVIDE W /HANGING VIBRATION ISOLATORS. 0 PROVIDE W /INSECT SCREEN AND PRIMER FINISH FOR FIELD PAINTING. 02 APPROVED ALTERNATE MANUFACTURERS: CESCO, AIR BALANCE INC. FAN COIL SCHEDULE • o + 5y CIT V(E1FEiU P., MA)) 0 7 2000 NO. A A A A A A A A A 0 A 0 DATE RFAIARKS MECHANICAL SCHEDULES DRAWN BY: CHECK BY: DATE: SCALE: , JOB NO: I DOER NO: 25JM N.T.S. 0003