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Permit M11-016 - SIGHTLINE HEALTH
SIGHTLINE HEALTH 200 ANDOVER PK E M11-016 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: Address: 0223100099 200 ANDOVER PK E TUKW Project Name: SIGHTLINE HEALTH Permit Number: M11 -016 Issue Date: 04/27/2011 Permit Expires On: 10/24/2011 Owner: Name: Address: Contact Person: Name: Address: Email: ANDOVER PLAZA LLC 1501 N 200TH ST , SHORELINE WA 98133 TED BRANDVOLD 616 14 ST , MODESTO CA 95354 TBRANDVOLD@COMMERCIALARCH.COM Contractor: Name: WELLER CONSTRUCTION INC Address: PO BOX 1134 , COLUMBIA CA 95310 Contractor License No: WELLECI916CE Phone: 209 -571 -8158 Phone: Expiration Date: 02/18/2013 DESCRIPTION OF WORK: MECHANICAL TENANT IMPROVEMENTS WITHIN EXISTING SPACE FOR CANCER TREATMENT MEDICAL OFFICE/FACILITY Value of Mechanical: 100,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $1,309.56 International Mechanical Code Edition: 2009 (2\. Date: Wf ( I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: _a 7 // This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11-016 Printed: 04 -27 -2011 • a PERMIT CONDITIONS Permit No. M11 -016 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of arty of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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 #2051) 13: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 14: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 15: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 16: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 17: 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 #2051) (IFC 104.2) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: IMC -4/10 M11-016 Printed: 04 -27 -2011 such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11-016 Printed: 04 -27 -2011 CITY OF TUKWILA Community Develqafent Department Public Works Dep4111fient Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Pe a No. D1 1 Mechanical Wnnit No. IA. i t `--O 1 ca Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use onl&i Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: Suite Number: /� Floor: New Tenant: Yes El .. No Tenant Name: %�� j- �G /j✓ Property Owners Name: Mailing Address: City State ‘°=7F7`2, zip CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: • 7 • �7 / • Mailing Address:l� /L� % / ✓d �,� �?��� E -Mail Address: Fax Number:'2 —,4=ir-77 T�'7/ 8j %Cyr City State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: /f Contact Person: 41/./--f \...•t/4.f...Z., 40r. JEZ._ E -Mail Address' re% �, j c")� Contractor Registration Number: L ''/Li ,r • f42 City State Zip Day Telephone: - L� 2 ' 1%K— .y Fax Number: �j • �2 cr��.l Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: State ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: 01-71 Mailing Address: '7'2p Contact Person: v�/ C E -Mail Address: ���4L , C�✓/�� H:\Applieationsworma- Applications On Line\2010 Applications \7 -2010 - Permit Applieation.doc Revised: 7 -2010 bb City State Zip Day Telephone: -2234= Fax Number: /,/`,4 Page 1 of 6 Valuation of Project (contractor's bid pria$ / fix' 7 OU Existin_ -1ding Valuation: $ Scope of Work (please provide detailed information): /2_ Will Will there be new rack storage? ❑ ....Yes .1Er.No If yes, a separate permit and plan submittal will be required. Provide AU Building Areas in Square Footage Below - Existin: - Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor t 1' ' 10,/ l /1/ 8 2nd Floor 3"1-Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/IHAZARDOUS MATERIALS: Ait Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1 Applications\Forms- Application, On Line \2010 Applicationsl7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 l MECHANICAL CONTRACTOR INF€ ATION • Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ /e ' «l> • e Scope of Work (please provide detailed information),4' 4,- - / —� //'�/ % /✓1G.� � Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...X Replacement Fuel Type: Electric.... Gas.., Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling U ' NSW <10,000 CFM Incinerator — Comm/Ind t �J Avr'l% '' / H:\Application\romu- Application On Line\2010 Application \7 -2010 - Petmit Applieetion.doe Revised: 7 -2010 bh Page 4 of 6 PERMIT APPLICATION NOTES — Alcable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGEN Signature: vs Date: / • -� • Print Name Day Telephone:. }fG ;, Mailing Address: / .2 �'T� ' ' 72 �• Of ''�-� City State Zip IDate Application Accepted: 3 1� 1 1 Date Application Expires: g-_ Staff Initials: H:\ Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223100099 Address: 200 ANDOVER PK E TUKW Suite No: Applicant: SIGHTLINE HEALTH RECEIPT Permit Number: M11 -016 Status: APPROVED Applied Date: 02/01/2011 Issue Date: Receipt No.: R11 -00831 Initials: User ID: WER 1655 Payment Amount: $1,047.65 Payment Date: 04/27/2011 02:37 PM Balance: $0.00 Payee: JOSEPH DOBBS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 082265 ACCOUNT ITEM LIST: Description 1,047.65 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 1,047.65 Total: $1,047.65 doc: Receipt -06 Printed: 04 -27 -2011 Cif of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: httn: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -00191 Initials: WER Payment Date: 02/01/2011 User ID: 1670 Total Payment: 6,118.39 Payee: WELLER CONSTRUCTION INC SET ID: 020111 SET NAME: SIGHTLINE SET TRANSACTIONS: Set Member Amount D11 -024 5,347.75 EL11 -0077 395.85 M11 -016 261.91 PG11 -022 112.88 TOTAL: 5,347.75 TRANSACTION LIST: Type Method Description Amount Payment Check 709 ACCOUNT ITEM LIST: Description TOTAL: 6,118.39 6,118.39 Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 395.85 5,722.54 6,118.39 Alit -00 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projees. $ Type of In ;pe ction: '�_,�,/�/) Adcl es;.3 4io ok. Date Called. J-Ai r Special Instructions: Date Wanted:. - -7 � / J C" �a.m. Requester: /k_ €4-o(i S) Phone No: A61 EiApproved per applicable codes. Corrections required prior to ap ova COMMENTS: -el (- T ._ V Ai So A Pita J' 2- fit y ef,4 -- ., ) '1. /k_ €4-o(i S) Inspect° : 'Date: n REINSPECTION FEE REQUIRE . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. ' PERMIT NO. .CITY OF' TUKWILA BUILDING DIVISION 4' 6300'Southcentei• Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 /4I! -off, g11 : /4 a1 Type of Inspection: : Ai� e. DateSOlet v k_ s t ! 3 ovir Special instructions: • • Date Wanted:s., a '� - a m._ r p.m. Requester: Phone o: ~3S2 - /°4y Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: flAft)r:14 Affy-aj4 ..:Sk ic),.u./ Alpprehittl •-• due& ' IC' re-- Aei kf Date: 0 REINSPECTION FEE REQUIRED. Prior t. next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1A4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Mcl,e) (id PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project. , 5, 6 tirl,' Iv . .._ Type of Inspection: j .__.( ...17.4■S. Address: 14,Ci A-1JPovikr E. Date e Special Instructions: / Date Wanted: ...--- ,a.m. p.m. Requester: i__,0 4L4)-- Phone No: •. Approved per applicable codes. OCorrections required prior to approvak COMMENTS: -4 6,--L, ^--, / it- C.2.1-5 /- /4-4 s » C.: J e et 1-0, re .1c-1%e-4a le Si-t a Gz-z_ s ludi. on-r;I___ r ,'N' i__,0 4L4)-- c„A-A/ 1‘,-1 ri-eSe_rAr- 'N --,- Ilreector: Date: 2 - I • •• • 1-7 REINSPECTION FEE REQUIRED or to next inspection, fee niuSt be ".. • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . • •-• • • ••••, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �- Mil - )I Project TypK. Inspection: _T1 d n ' f , G RA. Add dress: A /1/4-) AC) 0 Date lei: ----. i. s j (.r ^" j Special Instructions: Date Wanted:/ °.. Co -2.4. --y p.m. Requester: Phone 4t-.J--1P' Approved per applicable codes. Corrections required prior to approval. COMMENTS: : � I J u 6 '-r- it, t? -e 1 0J C 1- 7- "ASJAA 3/\ , 514 MI Se d'n %? AAA--; "k .1A.`1 f ✓i A.1A_. } / ." 0 C..J / AP } A.4 Jul L4iC .xrJ Al,)014:; ,r - A . Inspect�r: Date: • • 1-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection::, -:` -= INSPECTION NO. _' INS`P.ECTION R'ECO Retain a.copy with permit . µ '• PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (Z (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'e : (m i- rL: N f A(1{ '1 Type of Inspection: Ko 0 G tt Z it) AAe CA... Address: �OG AAJO O klEr 6. Date Called: Special Instructions: 0.5 0(0 ] G' -a ( Date Wanted: � - 2 _ i r a.m. Requester: Phone No: G-Srli _7-'7 8 0 ElApproved per applicable codes. a Corrections required prior to approval. COMMENTS: (A4 . A 4 ) f o LJ I ivl.) t,e"."e 4'� 1 .'s v Skee.1/12-tir vn( /4.` .,-% : r.� D u r I --e -r 1.--0 1.--0 ._. I - Date: C7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD , • ' Mt i >o( Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projpetk --/ t i AL -Aket Type of Inspection. a 6 --, A p 4 (1) IC -6-V -,-1 0 c}c___.pIL1 P 1 Address: 0 A•Al d ,..31/4i 'C f .6 . Date Called oi OS -.- AL _2,,$) Special Instructions: Date Wanted: 2 .5.---- V [a.m. „in Requester: 1 Phone No: S DI. : as■-t-A -u- z---6..i Lf - fl- ElApproved per applicable codes. OCorrections required prior to approval. ■5. COMMENTS: jw-N A L- A-f pr p (1) IC -6-V -,-1 0 c}c___.pIL1 P 1 I 'TA) Z 6A oi OS -.- . 1 - /S A c.4 S DI. : as■-t-A -u- z---6..i Lf - 4 \P- i 1 Date-C 2/S- ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be "—I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 11 -S-1/) AAII -O /lo Di - 44 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 515 11 + I'► ■i 2 Type of Inspection: F A - Pi'I4 I,St k F u. 11 -4ecA F _ I Frye f _ Address: �0(., A,d0.xy P/ Suite #: a Contact Person: l Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F,e4— F; 114 CY< 5 D vi:C- F1 ti c, I tlk - Ara., I k Needs Shift Inspection: `' Sprinklers: Date: irmi - I 1 Fire Alarm: kr m y r, „„ i Hood & Duct: N` Monitor: Pre -Fire: Permits: Occupancy Type: / Inspector: 4-0-13/ I Date: irmi - I 1 Hrs.: a. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 FILE COPY Per/tilt No. Project: Andover Park East Vault Date: 04.20.11 Job No.: 10159 Code: 2009 IBC CALCULATION INDEX AC -1 & AC -2 Anchorage 1 4x6 Joist /Block Calculation 2 CORRECTION I CODE FOR DE COMPLIANCE A -' PROVED APR 2 3 2u"il City of Tukwila BUILDING nnnginM CHG STRUCTURAL, 920 13TH ST., MODESTO, CA 95354 RECEIVED APR 25 2011 PERMIT CENTER AC 1 Art CiortA'Na- `w, 11Le 3` F 0)1AesO }siNip C\ r 2441 -- D• LIZ. 6‘45p ' ,P FrrArk - 1.4) %,S1rv3P = .'54 0-) p AP' 2'.5 S o.11 t4 f-v : o•z �VSP 2P . (,.0 I, It 1 -0 a/h = o•P�5 r = 0.1(.25 P 3� .w‘ INW 30 Z. Aw = c> 14 IA `p.4� Mar 7- IR es- 13`1 '", 3�5 / Z (IOsc l Croy I k�� hL2 1:ositI 1� Zfi NC. 2- MD.) tO'r ) ro.,c 1 a--' �oNT/Lq..$ t, . G��C✓Ki1Vai -Zc5" —� vd I 1 — Lo a.,- & SC 10 L041)ir.2- Fog k -At Ct f- 01-.1 Y �yD r.E w �w1 tT Tn C..va'% C Z� IC 4 T L) TE:0L:" S Ych Sloe b F 00 a" FoQ, Ct)e-5 r0 ¢.00F mink Ltt A - Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 20 APR 2011, 3:15PM Wood Beam LierC KW 06008944 ;=VlitiUit::._YZIZLi.z?r' i-- j Description : 4x BIks below AC1 & AC2 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced File: S:Uobs110159 - Andover Pk East\Calculationslvaultec6 ENERCALC, INC. 1983-2011, Build:6.11.4.14, Ver.6.11.4.14 Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 2 Fb - Tension 1,000.0 psi Fb - Compr 1,000.0 psi Fc - PrII 1,500.0 psi Fc - Perp 625.0 psi Fv 180.0 psi Ft 675.0 psi E : Modulus of Elasticity Ebend- xx 1, 700.0 ksi Eminbend - xx 620.0ksi Density 32.210 pcf Repetitive Member Stress Increase i D(0.036) Lr(0.08) S(0.08) D(0.09) i $ i i i i Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load :ID = 0.090 k/ftlExtent = 1.50 -» 6.50 ft, Tributary Width = 1.0 ft, (Mach Unit) Uniform Load : D = 0.0090, Lr = 0.020, S = 0.020 ksf, Tributary Width = 4.0 ft Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.629 1 4x6 1,075.29 psi 1,709.87 psi +D +S +H 4.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fir : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.090 in Ratio = 0.000 in Ratio = 0.310 in Ratio = 0.000 in Ratio = Overall Maximum Deflections - Unfactored Loads 1065 0 <360 309 0 <180 0.246 : 1 4x6 50.91 psi 207.00 psi +D +S+H 7.560 ft Span # 1 Load Combination Span Max. °-" Defl Location in Span Load Combination Max. " +" Defl Location in Span D+Lr +S 1 0.3102 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum D Only Lr Only S Only Lr +S D+Lr D +S D+Lr +S 4.040 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 1.026 0.386 0.320 0.320 0.640 0.706 0.706 1.026 1.026 0.386 0.320 0.320 0.640 0.706 0.706 1.026 FILE COPY Project: Andover Park East Vault Date: 03.21.2011 Job No.: 10159 Code: 2009 IBC CALCULATION INDEX AC -1 Anchorage 1 Existing roof joist loading at mechical unit 2 -3 I REVIEWED FOR CODE COMPLIANCE APP 2 n 201 11 City of Tukwila BUILDING nimifM crtrnkgfiu, MAR 2:.7011 PERMIT CENTER CHG STRUCTURAL, 920 13TH ST., MODESTO, CA 95354 CORRECTION LTR #. M 1 I --- 0 1 (p t AC - tOT = 112-5 FP ' 0'11 �P- '�sv4p C\ r 2 .84hJ 144e. 1.10 %s1r`r)P 'AP -▪ . ▪ C. Liz. h.Jp r. 1 -Ste 10.1P gg7 p Fi : n•Z.Sp.,,v3p ` 0.11 We �P = D.11'2 )P(t2.1-) toe vAto b• 1} 1A)p 139 C.01.33` ..__, — - T ws•� GH 1 m Mar 35 (z = (o'd'd :ec I to slot " ?'Z tpe M "`� Li *10 rel. SLT..-.)S XT. r°k L47g-A642' Fot a,,.) ir To L,.oa15 ku- -M- ct E -N:.1 %" -nt4,) k Sioc o F , STIz va �� Foa., t.—s ry hirA t..lt &kr faJ't' • CHG Structural 920 13th St. Modesto, CA, 95354 Title : Dsgnr: Project Desc.: Project Notes : Z Job # Printed: 17 MAR 2011, 4:21 PM Wood Beam Description : (E) 2x6 Joist @ N Mechanical Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced File: J:110159 - Andover Pk East\CalculationslvaulLec6 ENERCALC, INC. 1983-2011, Vec 6.2.00, N:26607 Licensee CIiG?Structural Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 E : Modulus of Elasticity Ebend- xx 1,700.0ksi Eminbend - xx 620.0ksi Fb - Tension Fb - Compr Fc - PrII Fc - Perp Fv Ft 1,000.0 psi 1,000.0 psi 1,500.0 psi 625.0 psi 180.0 psi 675.0 psi Density 32.210pcf Repetitive Member Stress Increase D(0.018) Lr(0.04) S(0.04) D(0S.09) i $ i i i i Span = 8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.090 k/ft, Extent = 2.0 -» 6.0 ft, Tributary Width = 1.0 ft, (Mech) Uniform Load : D = 0.0090, Lr = 0.020, S = 0.020 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection De"s ig n OK 0.99Q 1 Maximum Shear Stress Ratio 2x6 Section used for this span 1,616.55psi fv : Actual 1,632.85psi Fv : Allowable +D +S+H Load Combination 4.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.105 in Ratio = 0.000 in Ratio = 0.431 in Ratio = 0.000 in Ratio = 913 0 <360 222 0 <180 0.345 : 1 2x6 71.46 psi 207.00 psi +D +S+H 7.560 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C f/v Cr Cm C t +D Length = 8.0 ft 1 0.853 0.281 0.900 1.300 1.150 1.000 1.000 +D+Lr+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.919 0.318 1.250 1.300 1.150 1.000 1.000 40+S41 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.990 0.345 1.150 1.300 1.150 1.000 1.000 +D+0.750Lr+0.750L+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.847 0.289 1.250 1.300 1.150 1.000 1.000 +D+0.750L+0.750S+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.912 0.314 1.150 1.300 1.150 1.000 1.000 +D+0.750Lr+0.750L+0.750W+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.689 0.226 1.600 1.300 1.150 1.000 1.000 Summary of Moment Values Summary of Shear Values Mactual fb- design Fb -allow Vactual fv- design Fv -allow 0.70 1,108.78 1,300.41 0.25 45.57 162.00 1.02 1,616.55 1,759.46 0.39 71.46 225.00 1.02 1,616.55 1,632.85 0.39 71.46 207.00 0.94 1,489.61 1,759.46 0.36 64.99 225.00 0.94 1,489.61 1,632.85 0.36 64.99 207.00 0.94 1,489.61 2,161.61 0.36 64.99 288.00 CHG Structural 920 13th St. Modesto, CA, 95354 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 17 MAR 2011, 4:21 PM Wood • Beam Description : (E) 2x6 Joist @ N Mechanical Load Combination Max Stress Ratios Segment Length Span # M V C d C f!v C r C m C t Mactual fb- design Fb -allow Vactual fv- design Fv -allow +D+0.750L+0.750S+0.750W+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.689 0.226 1.600 1.300 1.150 1.000 1.000 0.94 1,489.61 2,161.61 0.36 64.99 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.689 0.226 1.600 1.300 1.150 1.000 1.000 0.94 1,489.61 2,161.61 0.36 64.99 288.00 +D+0.750L+0.750S+0.5250E+H 1.300 1.150 1.000 1.000 Length = 8.0 ft 1 0.689 0.226 1.600 1.300 1.150 1.000 1.000 0.94 1,489.61 2,161.61 0.36 64.99 288.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "2 Defl Location in Span Load Combination Max. " +" Defl Location in Span File: J:110159 - Andover Pk East \Calculationslvault.ec6 ENERCALC, INC. 1983- 2011,.Ver•6.2.00,N:26607 r s „fir, :, ,;?+ -Lii ensee =;�CHG Structural Summary of Moment Values Summary of Shear Values D+Lr +S 1 0.4308 4.040 0.0000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 0.579 0.579 D Only 0.259 0.259 Lr Only 0.160 0.160 S Only 0.160 0.160 Lr +S 0.320 0.320 D+Lr 0.419 0.419 D +S 0.419 0.419 D+Lr +S 0.579 0.579 2006 Washington State Nonresidential Energy Code Compliance Form UMM ro�ect 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Sightline Date 1/27/2011 760 Andover Park West For Building Department Use ' Tukwila, Washington Applicant Name: Ted Brandvold Applicant Address: 616 14th Street Modesto, CA 95354 Applicant Phone: (209) 571 -8158 FILE COPY Permit No. _..��,.,�,.. ��.�►te �nrj off'! !t et. M REVIEWED FOR CODE COMPLIANCE APR 2 R 21111 City of Tukwila BUILDING nivlSImiM ECEWVED FEB 0 12011 TCENTER 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Sightline Model No.1 Capacity2 Btu /h Date 1/27/2011 OSA CFM or Econo? 760 Andover Park West IPLV3 Location For Building Dept. Use Carrier Tukwila, Washington 89900 3000 Applicant Name: Ted Brandvold 103000 Roof Top Applicant Address: 616 14th Street Modesto, CA 95354 Applicant Phone: (209) 571 -8158 9.1 EER 80% AFUE Project Description Briefly describe mechanical system type and features. ❑ Includes Plans The project has (3) new package gas /electric rooftop units, (6) existing gas /electric rooftop, and (1) existing split system FC- 1 /CU -1..The project also has (3) new exhaust fans. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.1 Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location N) AC- 1 Carrier 48TCL08A2A6 89900 3000 Economize 11.0 EER 103000 Roof Top 5E) RTU. Trane YCCO24F1LOBJ 23400 800 OSA 9.1 EER 80% AFUE Roof Top 3E) RTU. Trane YSC060A4RMAO4SP 62000 2000 Economize. 10 .2 EER 80% AFUE Roof Top (N) AC- 2 Carrier 48TCL07A2A6 71500 2400 OSA 11.0 EER 82% T.E. Roof Top (E) RTU. Trane YCC30F1LOBC 29200 1000 Economize 9.2 EER BO$ AFUE Roof Top (E) RTU Tran e YSC060A4RMAO4SP 62000 2000 Economize 10.2 EER 80% AFUE Roof Top 4(E) RTU . Tr an e YCCO24F1LOBJ 23400 800 Economize. 9.1 EER 80% AFUE Roof Top 3E) RTU Trane YSC060A4RMAO4SP 62000 2000 Economize, 10.2 EER - 80% AFUE Roof Top N) AC- 3 Carrier 48TCL05A2A3 45100 1600 Economize 11.0 EER 81$ AFUE Roof Top (E) FCU.Mjtsubishi 1 /CU -1 PU18EK 18400 260 OSA 10.2 SEER ELEC. RM. Heating Equipment Schedule Equip. ID Brand Name' Model No.1 Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency° 82% T.E. AC -1 Carrier 48TCL08A2A6 3000 Econoizer 125000 103000 (E) RTU 5 Trane YCCO24F1LOBJ 800 OSA 40000 32000 80% AFUE (E) RTU, 7 Carrier Carrier YSC060A4RMAO4SP Econoizer 80000 64000 80% AFUE (N) AC- 2 Carrier 48TCLO7ASA6 2400 OSA 59000 72000 82% T.E. (E) RTU-Carrier 2 YCC30F1LOB C 1000 Econoizer 40000 32000 BO$ AFUE (E) RTU 1 Carrier YSC060A4RMAO4SP 2000 Econoizer 80000 64000 80% AFUE (E) RTU.Carri 4 er YCCO24F1LOBJ 800 Econoizer 40000 32000 80% AFUE (E) RTU 3 Carrier YSC060A4RMAO4SP 2000 Econoizer 80000 64000 - 80% AFUE (N) AC- 3 3 48TCL05A2A3 1600 Econoizer 72000 59000 81$ AFUE h ecan ? '. 2006 Washington State Nonresidential Energy Code Compliance Form Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Yes Heating /Cooling or Cooling Only Reference Section 1421 Yes Air Cooled, Constant Vol? Yes ingle Package Unit? plit Syste <= 84,000 Btuh? No <70% OSA Yes Econo ncluded? .oI Ca <20,000 Btuh? Outd or Adjacent to utdoor Yes Reference" Section 1423 oI Ca <54,000 Btuh? otal Ca.. wo economize <240,000 Btuh or 10 %? Simple System Allowed (section 1420) Yes Y Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ✓ Constant vol? ✓ Air cooled? J Packaged sys? ❑ <20,000 Btuh? ❑ Split system? Economizer included? .i If Heating Only: 9 y: <5000 cfm? <70% <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Yes Heating /Cooling or Cooling Only Reference Section 1421 Yes Air Cooled, Constant Vol? Yes ingle Package Unit? plit Syste <= 84,000 Btuh? No <70% OSA Yes Econo ncluded? .oI Ca <20,000 Btuh? Outd or Adjacent to utdoor Yes Reference" Section 1423 oI Ca <54,000 Btuh? otal Ca.. wo economize <240,000 Btuh or 10 %? Simple System Allowed (section 1420) Yes Y Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Complex 2006, Washington State Nonresidential Energy Code Compliance Forms Systems Checklist] „� _ a MECH; COMP Revised July 2007 Project Address Sightline Date 1/27/2011 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n.a. 1431.1 Field assem. sys. Provide calculations yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans Control Diagram , sheet M8.1 yes 1432.2.1 Air system reset Indicate automatic reset Control Diagram sheet M8.1 n.a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. Mechani cal Schedul es Sheet M8.0 n. a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized yes 1434 Separate air sys. Indicate separate systems on plans Mechani cal Zoning sheet M2.0 n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency M8.0 n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup no is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here ) _ Section 1411 1 Equipmen Efficiency Shall Meel Tables 14-1A through 14-1G as /Oil Fumac . input a 225,000 tuh or Gas /0 tI l Heat> Any Fuel Furnace, N input? 225,000 Btuh? V'Air System Serving Multiple Zones' 7' 7 apacity of H Heating System > 00,000 Btuh ?/ v Section 1433 P Economizer Required Yes No-b- 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms 0% Air Econ Provided? Section 1413 Y es No No Yes Total Clg Capacity w/ Water Econo <500 Tons? T6tal Cap. cone <= 480,00 Btuh or 20% of otal Cap. ? Yes Yes Yes. Section 1436 50% Effective Heat Recovery Required otor Incl. t qpmt. Covrd by Tbl 14- 1A -14- 1G? Yes Multi -speed Motor in Multi - eed system stem or Zon w/ Simultaneous Htg. 8 Clg.? Application " Involves Variable Flow? i Yes Yes- Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating /Recooling ans or Pumps > 10 HP? No Section 1437 Motors Must Meet Efficiencies in Table 14 -4 Yes Section 1438 Variable Flow Devices Required No DONE Yes-* Yes Yes Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes Section 1439.2 One Required: a 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 5ofpm Face Velocity Yes Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Sightline Date 1/27/2011 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency Minimum Nominal Full-Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 Open Motors Closed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0. 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14-1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming art exception, list motor and note which exception applies. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans ;Checkli t MECH, CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address sightline Date 1/27/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Pla ns Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M8 .0 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M8.1 .a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M8.1 .a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage . a. 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes 1412.6 Combustion htg. Indicate modulating or staged control M8.0 yes 1412.7 Balancing Indicate balancing features on plans M2.0 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans M8.0 yes 1423 Economizers Equipment schedule M8.0 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M8.0 .a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb .a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling M8.0 • a . 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M9.0 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M9.0 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements . a . 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M9.1 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training .a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report yes 1434 Separate air sys. Indicate separate systems on plans M2.0 _Summary Mechanical Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank P8.0 yes 1442 Shut -off controls Indicate automatic shut -off P8.0 yes 1443 Pipe Insulation Indicate R -value of insulation on piping P9.0 • a. 1452 Heat Pump COP Indicate minimum COP of 4.0 .a. 1452 Heater Efficiency Indicate pool heater efficiency a . 1453 Pool heater controls Indicate switch and 65 degree control . a. 1454 Pool covers Indicate vapor retardant cover . a . 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.E Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC systerr2 each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied • setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requ irements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulate d in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shal I be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 1906 April 19, 2011 Ted Brandvold Commercial Architecture 616 14 St Modesto, CA 95310 RE: Correction Letter #2 Mechanical Permit Application Number M11 -016 Sightline Health — 200 Andover Pk E Dear Mr. Brandvold, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer arshall it Technician 11 -016 W:\Permit Center\ Correction Letters12011W11 -016 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: April 15, 2011 Project Name: Sightline Health Permit #: M11 -016 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The last review memo, item number 3 requested structural calculations and details for new rooftop equipment to verify the roofs ability to carry the additional loads. The calcs and details provided in your response only address attachment of the AC -1 to the roof. I am looking for structural upgrades to the existing structure that may be needed to support the additional weight of the rooftop units. AC -2 was not included and should be addressed as well. 2. I also noticed that minimum outside air requirements were left out of the equipment schedule on sheet M8.0. Please complete as required by codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. COMMERCIAL ARCHITECTURE INC. March 18, 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 Attn: Dave Larson Subject: Plan Review Response - Mechanical Project: Sightline Health Location: 200 Andover Park East BP #: D11 -024 Dear Dave, The following are responses to items contained on your initial review of the above referenced project. All revisions items are de -noted on the corresponding drawings with a cloud and a Revision #1 dated of March 7, 2011. 1. The gas water heater has been changed to an electric water heater. 2. Duct smoke detectors have been added to the drawings. See drawing M -2.1 for revision. 3. Structural calculations for the HVAC unit curbs have been included with this submittal. Details 2&4/M -8.0 have been revised with the appropriate structural attachment. Should you have any questions regarding this response, or the project, please feel free to contact us. Sincerely, Ted Brandvold, Architect 616 14'" STREET MODESTO, CALFORNIA 95354 PHONE 209-571-8158 FAX 209- 571 -8160 • Gity of f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 8, 2011 Ted Brandvold Commercial Architecture 616 14 St Modesto, CA 95310 RE: Correction Letter #1 Mechanical Permit Application Number M11 -016 Sightline Health — 200 Andover Pk E Dear Mr. Brandvold, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throufh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M11 -016 W:\Perrnit Center\ Correction Letters\2011\M11 -016 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: February 7, 2011 Project Name: Sightline Health Permit #: M11 -016 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The gas water heater appears to be a natural draft vented appliance that will use a B -vent. The following IFGC code section discusses the allowed slope of the vent. 503.6.9.2 Vent offsets. Type B and L vents sized in accordance with Item 2 or 3 of Section 503.6.9.1 shall extend in a generally vertical direction with offsets not exceeding 45 degrees (0.79 rad), except that a vent system having not more than one 60- degree (1.04 rad) offset shall be permitted. Any angle greater than 45 degrees (0.79 rad) from the vertical is considered horizontal. The total horizontal distance of a vent plus the horizontal vent connector serving draft hood - equipped appliances shall be not greater than 75 percent of the vertical height of the vent. Per the floor plan on sheet M2.1, it looks as though the proposed B -vent will run horizontally to room 109 before turning up. A vent connector is allowed to run horizontally at a slope of 'A inch per foot but that is only in the room of origin. Please redesign venting if this proposed vent does not comply with the code section noted above. 2. The plans call for duct smoke detectors to be installed in the supply side ducts of the HVAC units. The IMC requires these detectors to be installed in the return side. Please change these references. 3. Please provide structural calcs and details for new or relocated rooftop equipment to verify the roofs ability to carry the additional loads. This information will need to be stamped by a structural engineer licensed in the State of Washington. Please include additional framing plans as needed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PEWIT COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -016 PROJECT NAME: SIGHTLINE HEALTH SITE ADDRESS: 200 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # DATE: 02 -01 -11 Response to Correction Letter # Revision # After Permit Issued DEPA TMEN S: B i din g Division ire Prevention Public Works Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02-03-11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions n DUE DATE: 03-03 -11 Not Approved (attach comments) Ef,,, REVIEWER'S INITIALS: DATE: Permit Center Use Only —� CORRECTION LETTER MAILED: Departments issued corrections: Bldgtr Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PENT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -016 DATE: 04 -25 -11 PROJECT NAME: SIGHTLINE HEALTH SITE ADDRESS: 200 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: kiTildindt ivis�on Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04-26 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05 -24 -11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 •ERMTCOORDCOPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -016 DATE: 03/23/11 PROJECT NAME: SIGHTLINE HEALTH SITE ADDRESS: 220 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued D P ,' THE TS: g Div si • n Public Works Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: f' , Incomplete ❑ DUE DATE: 03/24/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Ix REVIEWER'S INITIALS: Structural Review Required n No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 04/21/11 DATE: Permit Center Use Only f, CORRECTION LETTER MAILED: Ou.��°it 1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: April 21, 2011 Plan Check/Permit Number: M11-016 ❑ Response to Incomplete Letter # O Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sightline Health Project Address: 200 Andover Park East Contact Person: Ted Brandvold Phone Number: (209) 571 -8158 Summary of Revision: 1. Requested structural calculations and revised Drawing S2.2 for HVAC units AC -1 and AC -2 attached. 2. Revised drawing M -8 is attached indicating minimum outside air requirements. CITY OFTi1KI n&A )APR 2.5 2011 Sheet Number(s): S2.2, M8.0 "Cloud" or highlight all areas of revision including date of revisi n c- Received at the City of Tukwila Permit Center by: Entered in Permits Plus on It \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 i' ' • • • • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (v91ti,9li Plan ChecWPermit Number: M 1 1 -0 16 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Prry rwrtiKwiLA MAR 2 3 2011 PERMIT CENTER Project Name: Sightline Health Project Address: 200 Andover Pk E Contact Person:1 O PjQAr.11:7VO t.f) Phone Number: (2o1) 8158 Summary of Revision: nCA$E se,e 14011314)E-12 Cottetlh°/1 e.44 r. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %flNv VIEntered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prlter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WELLER CONSTRUCTION INC UBI No. 602793194 Phone 2095320686 Status Active Address Po Box 1134 License No. WELLECI916CE Suite /Apt. License Type Construction Contractor City Columbia Effective Date 2/5/2009 State CA Expiration Date 2/18/2013 Zip 95310 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date WELLER, JAMES J Member 02/05/2009 Amount WELLER, DEANNA L Member 02/05/2009 G24014009004 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY & INDEM CO (DEVS) 780941c 01/08/2009 Until Cancelled $12,000.00 02/05/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 WESTCHESTER FIRE INS COMPANY G24014009004 03/08/2011 03/08/2012 $1,000,000.0003 /22/2011 1 Westchester Fire Ins Company G24014009003 03/28/2008 03/08/2011 $1,000,000.0003 /16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 04/27/2011 ALEX SCHEFLO mp \AcPublish_3568 \247AM2:0.dwg 71LE: C: \Users \ALEX SCHEFLO \appdata \local\ MATCH LINE SEE SHT. M2.1 C3 1011,EXAM 14 "4 •0"$ 10-1 OM ■MI • 415cfm 10 ". 0 125cfm CE -IA 10 "x10" 60cfm CS-44 6 "x6" 6 "4, 5 ", 14 ". 14 "b 125cfm CE -1A 10 "x10 x 60cfm CS -4A 6 "x6" 6 ". Nac r 16 ". SA. 18'F. 8 ". EA. DN 't -- 190cfm F Sn 320cfm 2C WALL 12 ". 18 ". SA. MATCH LINE SEE SHT. M2.1 120 14 ". S.A. 12 "ro RA. 320cfm 0 116 1305C 'm (N) AC -3 ExAti 100 UNISEX R.R. • 100cfm CS -4 21 "x21" 1 105 il00cfm 113 14 "� 8 ", PLEXI -GLASS WI COPT OF ZONING LINE VOLTAGE THERMOSTAT SEE DETAIL 60cfm CS -4A 6"x6" /IEEE(Sr>1 145cfm I" VIM 120c mm . 6 "4, 100cfm 2 B —16 "4, 16 "4,-- P.O.G. .5... EDH -I 10 "4' S" 4, 16 ". 10 "x10" 14". RA. 14". SA. 14 ". SA. 12 ". RA. 155cfm 8 "4, 120cfma 12 ". 16 "4,- 10 "4+ 10 ". 14 ". 12 "� --10 ". 155cfm OFFICE 145cfm 12 ". 14 "4+ 265cfm 3C 10 "4' 10 "4+— 16 "4+� 155cfm 310cfm 2'10cfm 6"4, TYPICAL DIFFUSE CALLOUT, REFER DIFFUSER CALLOI SCHED. THIS SHEI TYPICAL KEY NOTE DESIGNATION, REFER TO KEY NOTE SCI-ED. THIS SHEET 155cfm CONFERENCE ROOM Naga I... "U LINETYPE INDICATES OUTLINE OF MECHANI ROOF WELL ABOVE I20cfm CS -3A 10 "x10" (N) AC -1 NOTE: ALL DIFFUSERS ARE SPECIFIED AS NEW AT CONTRACTORS OPTION THE EXISTING GRILLES CAN BE RE -USED PROVIDED THEY ARE 1. CLEANED 2. PAINTED (OR FREE OF BLEMISHES) 3. MATCH REQUIRED SIZE FOR SPECIFIED AIRFLOW 1500cfm SEPARATE PERMIT REQUIRED FOR: Grriectricat � iskichanical . i'lumbina Gas Piping 18 "4, City of Tukwila S ':W!NG DIVISION 12 ". 1_0551- :`7 I�C!� 18" m E5) 124,— 12". 16". .� 18". --12"4, 18 ". j(. 22 ". 12 ". 24 ". 480cfm 4D 1500cfm IONS No changes to the scope of work without prior approvatef Tukwila Building Division. NOTE: Revisions MI require a new pkinsubrnktal and may include additional plan review fees. MTG. DETAIL MECHANICAL PARTOAL FLOOR PLAN SCALE: 1/4"=r-0" -NORTH- (' 120 NORTH- FIl E COPY Permit No. Plan review approval Is select to WON and missions. Approval of construction documents does not authorize thc violation of any adopted code or ordnance. Receipt of approved Field Copy; . , d: By /- -a7 // . City orlisitwill WILDING DIVISION DIFFUSER CALLOUT SCHEDULE DIFFUSER NO. MARK # CFM RANGE DIFFUSER NECK SIZE BRANCH DUCT SIZE 4D CS -4 382 -520 1 W/ A DIM. OFF 18 "x18" 12 "0 3C CS -3 245 -381 u W/1 A DIM. 0 18 "x18" 10 "0 2B CS -2 101 -244 8 "0 W/ A DIM. 0 18 "x18" 8"0 2C CS -2 245 -381 » W/1 A DIM. OF 18 "x18" 10"0 2D CS -2 382 -520 » W/1 A DIM. OF 18 "x18" 12 "0 IA CS -1 0 -100 W /6A SDIM. 0 18"x18" 6 "0 .. CS -1 B 0 -100 6 "0 W/ A DIM.- OF 10 "x22 " 6 "0 OR CR -1 0 -1500 22 "x22" - -- CE -1 0 -1500 22 "x22" - -- IWIECHANOCAL ZONING PLAN SCALE: N.T.S. ZONING PLAN: MAKE COPY AND PUt WITHIN FRAME WITH PLEXI -GLASS COVER AND LOCATE IN ELECTRICAL ROOM *105 KEY NOTE SCHEDULE AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN THRU THE ROOF UJITH SIZES AS FOLLOWS: DUCT SIZES TO CONNECTION TRANSITION TO GOING SIZE * UNIT THRU ROOF JOISTS AC UNIT NUMBER. (E) RTU -5 AC -1 AC UNIT TONNAGE 2 1 1/2 (E) RTU- 1/RTU -11 3 SA. = 2834"x14" RA. = 12'8 "x363'8" REFER TO AC UNIT MTG. DETAILS. IA EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. ®PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR SYSTEM SENSOR 01-1100ACDCLP OR EQUIVALENT AND MECHANICAL ( CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO THE SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITH AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. FULL SIZE SA. = 2834"x14" RA. = 12$'8 "x363'" FULL SIZE ®EXHAUST FAN ON ROOF ABOVE WITH DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO CONNECTION TRANSITION TO GOING SIZE * UNIT THRU ROOF JOISTS EA. = 151/2 5(151/2" EA. = 16 "x16" MOUNTING DETAIL. EXH. FAN NUMBER EF -3 REFER TO FAN ®MAKE -UP AIR AS FOLLOWS: EXH. FAN NUMBER MAU -1 HOOD ON ROOF ABOVE CONNECTION SIZE . UNIT MA. ` = 12"x18" WITH DUCT DOWN THRU THE DUCT SIZES TO TRANSITION TO GOING THRU ROOF JOISTS MA. = 12"x15" PROVIDE MAKE -UP AIR HOOD MAU -I W/ MOTORIZED DAMPER INTERLOCKED INTO EF -3. DAMPER TO 5E ALWAYS OPEN OR ALWAYS CLOSED (NO MODULATING). REFER TO CONTROL DIAGRAM AND MAKE -UP AIR HOOD MTG. DETAIL. NOT USED NOT USED NOT USED ®EXISTING` FAN COIL UNIT MTD AT WALL 4 (E) CONDENSING UNIT MTD ON ROOF ABOVE TO REMAIN. NOT USED 10 ELECTRIC DUCT 1- !EATERS. REFER TO ELECTRIC DUCT HEATER SCHEDULE SHEET MS.O. 11 REPAIR (E) SUPPLY AND RETURN DUCTS AIRTIGHT. *P.O.C. CONNECT (N) SA. 4 RA. DUCTS TO (E) REPAIRED PLENUMS WITH SIZE AS INDICATED. MECHANICAL CONTRACTOR TO VERIFY SIZE AND LOCATION OF (E) PLENUMS INCLUDING WHICH ONE IS SUPPLY AND WHICH ONE IS A, RETURN AND MAKE ANY NECESSARY OFFSETS OR TRANSITION AT NO EXTRA COSTS. ()PROVIDE DOOR LOUVER WITH DIMENSIONS OF 18 "x12" LOCATE WITH BOTTOM AT 12" A.F.F. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. 0 AC UNIT THERMOSTAT, REFER TO CONTROL DIAGRAM. r REVISIONS BY 1 A PLAN CHECK 02 -07 -11 M.S. CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN J wz UW z `p) Oz p D �' Wo J z< Ow U� O U REVIEWED FOR 1COD E COMPLIANCE .{ APPROVED APR 2A2011 of Tukwila BUILDING 1111 /ISIfN THEODORE J. BRANDVOL STATE OF WASHINGTON GENERAL NOTES 1.) ALL INDIVIDUAL BRANCH DUCTS ARE TO BE SUPPLIED WITH VOLUME DAMPERS, TYP. 2.) PROVIDE REMOTE OPERATORS ON ALL VOL. DAMPERS THAT ARE NOT ACCESSIBLE THRU CEILING, TYP. 3.) REFER TO MECHANICAL SPECIFICATIONS FOR FLEX DUCT LIMITATIONS. 4.) MECHANICAL CONTRACTOR TO COORDINATE w/ ELECTRICAL 4 PLUMBING CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 5.) PROVIDE LINING MATERIALS INSTALLED WITHIN DUCTS AND PLENUMS THAT HAVE A MOLD, HUMIDITY, AND EROSION RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UMC CHAPTER 16, PART II, PER UMC. 6.) INSULATION MATERIALS APPLIED TO THE EXTERIOR OF THE DUCTS, LOCATED IN THE BUILDING ARE TO HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE- DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION PER UMC, REFER TO SPECIFICATIONS SHEET M -9.0 FOR SPECIFICATIONS. 1) THERMOSTAT SHALL BE INSTALLED 45" A.F.F. 5) REFER TO , MECHANICAL GENERAL NOTES I/M52 FOR FURTHER INFORMATION. kVflFO& RECEIV CITY OF TUB E. LA MAR 2 2011 PERMIT CENTER PARTIAL FLOOR PLAN r DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 11-247 ■ SHEET M2.O OF SHEETS J ALEX SCHEFLO 0 0 N 0 cn N N- ti 00 .0 0_ 0 C- a 0 0 0 0 -� 0 C- Q 0 0 J U- w 0 x W J i L_ L_ 0 I L 80cfm .n IMP 12 ". 500cfm 3D TYPICAL DIFFUSER CALLOUT, REFER TO DIFFUSER CALLOUT SCHED. TI-II8 SHEET 1 IP 12 ". 12 ". 12 "4' VAIL / L 1 134 CHWS t i 3 i 1 --CHWR (� .I L_J 1 - NOTE: ALL DIFFUSERS ARE AT CONTRACTORS 0 GRILLES CAN BE RE THEY ARE 1. CLEANE 2. PAINTEE 12 ". 3. MATCH SPEC IF1I PECIFIED ,45 NEW t1ON THE EXISTING USED PROVIDED (OR FREE OF BLEMISHES) QUIRED SIZE FOR AIRFLOW 12 ". 12 ".-" 16 ". 12 ". 500cfm -CT SCAN CONTROL - VAULT CONTROL 165cfm 12 ". 335cfm 12 ". 4- CNwS -- -CHWR 130cfm I15cfm DOS IMETR1' 500cfm 16 "0--- (N) AC -2 -� \ I C 20 ". I. 20 ". 1000cfm /YI• ISIS 10" " P.O.C. -"(E)1 ® 0 355cfm I80cfm H 0 165cfm 16 ". 330cfm P.O.C. ® 14 ". 16". 10 ". 10 ". 100cfm 2B O 1A 10 ". 100cfm 515cfm AISA IPIHN 14 ". LINETYPE INDICATES OUTLINE OF MECHANICAL ROOF WELL ABOVE 10 ". s "mom (E) RTU -1 12 ". 515cfm 3 12 ". 18 ". 18 ". 18 ". 14 ". 14". 10 "+ SA. 104 R.A. (E) RTU -3 (E) RTU -4 O 1A 16 ". 10 ". 100cfm TYPICAL KEY NOTE DESIGNATION, REFER TO KEY NOTE SCI -4ED. THIS SHEET ASAI SWIM 12 ". 16 ". 12" m •111 ..5. 8"0 UNISEX 1 RR- (E) 415cfm -1-- O 14 ", 90cfm C8 -3,4 6 "x6" 415cfm 140cfm CE -IA I0 "x10" MEN'S 6C 6"x6" 12 ". 14 "m 12 ". 100cfm 2 6Ocfm CS -4A 6 "x6" -I25cfm CE -1A 10 "x10" 16 ". MAMA ISIS 8 "4, I�n =.0-C la 18" . 185cfm (E) RTU- VRTU -11 415cfm 10'1 10 ". 14 ". ASIA VIM" .0c. 12 ". SEE SHT. M2.0 MATCH LINE 10 ". 14 ". MECHANICAL PARTIAL FLOOR PLAN SCALE: 1/4". P-0" SEE SHT. M2.0 MATCH LINE - NORTH- REO'® COMBUSTION AIR VENTILATION FOR GAe APPLIANCES PER CMC 701.4 PROVIDE ONE SQUARE INCH PER 2000 BTUH INPUT, PER DUCT. TWO DUCTS REQUIRED, ONE HIGH, ONE LOW, SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS MECHANICAL EQUIPMENT ROOM #126 GAS INPUT -WATER HEATER = 120,000 VENT REQUIRED = 120,000 2000 PROVIDE (2) 10"0 (78.54 IN2) COMBUSTION AIR DUCTS (1) LOCATED WITHIN 12" OF FINISHED FLOOR & (1) LOCATED WITHIN 12" OF FINISHED CEILING. 120,000 BTUH = 60 IN2 DIFFUSER CALLOUT SCHEDULE DIFFUSER NO. MARK # CFM RANGE DIFFUSER NECK SIZE BRANCH DUCT SIZE 3D CS -3 382 -520 W/1 A DIM. 0 18 "x18" 12"0 2A CS -2 0 -100 6 W /A DIM. 0 18"x18" 6 "0 2B -2 101 -244 8CS W /A DIM. OF 8"0 2C CS -2 245 -381 W/1 A DIM. OFF 18 "x 18" 113"93 2D . CS -2 382 -520 L 1 134 CHWS t i 3 i 1 --CHWR (� .I L_J 1 - NOTE: ALL DIFFUSERS ARE AT CONTRACTORS 0 GRILLES CAN BE RE THEY ARE 1. CLEANE 2. PAINTEE 12 ". 3. MATCH SPEC IF1I PECIFIED ,45 NEW t1ON THE EXISTING USED PROVIDED (OR FREE OF BLEMISHES) QUIRED SIZE FOR AIRFLOW 12 ". 12 ".-" 16 ". 12 ". 500cfm -CT SCAN CONTROL - VAULT CONTROL 165cfm 12 ". 335cfm 12 ". 4- CNwS -- -CHWR 130cfm I15cfm DOS IMETR1' 500cfm 16 "0--- (N) AC -2 -� \ I C 20 ". I. 20 ". 1000cfm /YI• ISIS 10" " P.O.C. -"(E)1 ® 0 355cfm I80cfm H 0 165cfm 16 ". 330cfm P.O.C. ® 14 ". 16". 10 ". 10 ". 100cfm 2B O 1A 10 ". 100cfm 515cfm AISA IPIHN 14 ". LINETYPE INDICATES OUTLINE OF MECHANICAL ROOF WELL ABOVE 10 ". s "mom (E) RTU -1 12 ". 515cfm 3 12 ". 18 ". 18 ". 18 ". 14 ". 14". 10 "+ SA. 104 R.A. (E) RTU -3 (E) RTU -4 O 1A 16 ". 10 ". 100cfm TYPICAL KEY NOTE DESIGNATION, REFER TO KEY NOTE SCI -4ED. THIS SHEET ASAI SWIM 12 ". 16 ". 12" m •111 ..5. 8"0 UNISEX 1 RR- (E) 415cfm -1-- O 14 ", 90cfm C8 -3,4 6 "x6" 415cfm 140cfm CE -IA I0 "x10" MEN'S 6C 6"x6" 12 ". 14 "m 12 ". 100cfm 2 6Ocfm CS -4A 6 "x6" -I25cfm CE -1A 10 "x10" 16 ". MAMA ISIS 8 "4, I�n =.0-C la 18" . 185cfm (E) RTU- VRTU -11 415cfm 10'1 10 ". 14 ". ASIA VIM" .0c. 12 ". SEE SHT. M2.0 MATCH LINE 10 ". 14 ". MECHANICAL PARTIAL FLOOR PLAN SCALE: 1/4". P-0" SEE SHT. M2.0 MATCH LINE - NORTH- REO'® COMBUSTION AIR VENTILATION FOR GAe APPLIANCES PER CMC 701.4 PROVIDE ONE SQUARE INCH PER 2000 BTUH INPUT, PER DUCT. TWO DUCTS REQUIRED, ONE HIGH, ONE LOW, SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS MECHANICAL EQUIPMENT ROOM #126 GAS INPUT -WATER HEATER = 120,000 VENT REQUIRED = 120,000 2000 PROVIDE (2) 10"0 (78.54 IN2) COMBUSTION AIR DUCTS (1) LOCATED WITHIN 12" OF FINISHED FLOOR & (1) LOCATED WITHIN 12" OF FINISHED CEILING. 120,000 BTUH = 60 IN2 DIFFUSER CALLOUT SCHEDULE DIFFUSER NO. MARK # CFM RANGE DIFFUSER NECK SIZE BRANCH DUCT SIZE 3D CS -3 382 -520 W/1 A DIM. 0 18 "x18" 12"0 2A CS -2 0 -100 6 W /A DIM. 0 18"x18" 6 "0 2B -2 101 -244 8CS W /A DIM. OF 8"0 2C CS -2 245 -381 W/1 A DIM. OFF 18 "x 18" 113"93 2D . CS -2 382 -520 „ W/1 A DIM. OF 18 "x 18" 12"0 • • CS -1 B 0 -100 W 6A DIM. OF 10 "x22" 6 "O OR CR -1 0 -1500 22 "x22" - -- R1 CR -2 1501— 3000 22 "x46" - -- MECHANICAL ZONING PLAN SCALE: N.T.S. ZONING PLAN: MAKE COPY AND PUT WITHIN FRAME WITH PLEXI -GLASS COVER AND LOCATE IN ELECTRICAL ROOM 8105 KEY NOTE SCHEDULE 1 0 AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: AC UNIT AC UNIT NUMBER TONNAGE (E) RTU -1 5 (E) RTU -2 2 1/2 (E) RTU -3 5 (E) RTU -4 2 (E) RTU -1 5 AC -2 6 DUCT SIZES TO CONNECTION TRANSITION TO GOING SIZE * UNIT THRU ROOF JOISTS S.A. = 1134"x121/9" R.A. = 101t "x255/8" REFER TO AC UNIT MTG. DETAILS. FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE S.A. = 20 "x12 /8" R.A. = 20 "x25$/8" 0.EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR, TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. 5) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. ®PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. I20VAC TYPE SMOKE DETECTOR SYSTEM SENSOR DH100ACDCLP OR EQUIVALENT AND MECHANICAL CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO THE SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITH AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. ® (E) EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR SHALL PROVIDE REQUIRED MOTOR / SHEAVE. CHANGE TO PROVIDE AIR BALANCE. ()REPAIR (E) SUPPLY AND RETURN DUCTS AIRTIGHT. *P.O.C. CONNECT (N) S.A. 4 R.A. DUCTS TO (E) REPAIRED PLENUMS WITH SIZE AS INDICATED. MECHANICAL CONTRACTOR TO VERIFY SIZE AND LOCATION OF (E) PLENUMS INCLUDING WHICH ONE IS SUPPLY AND WHICH ONE IS A RETURN AND MAKE ANY NECESSARY OFFSETS OR TRANSITION AT NO EXTRA COSTS. ®5 CHILLER ACC -1, PACKAGED CHILLER PLANT ON ROOF ABOVE PROVIDE 1" CHWS, 1" CHWR LINES DN THRU ROOF. CHILLER TO BE MOUNTED ON PRESSURE TREATED 4x4 SET IN MASTIC. ® NOT USED O NOT USED OS PROVIDE 11/2" INSULATED CHWS AND CHIUR LINES TO UNDERFLOOR MECHANICAL CONTRACTOR TO PIPE PER MFG'S INSTRUCTIONS. NOTE: PRIOR TO ORDERING MATERIAL FOR CHILLED WATER SYSTEM. MECHANICAL CONTRACTOR SHALL COORDINATE WITH FINAL EQUIPMENT SELECTIONS TO ENSURE PROPER SIZES AND PIPING ARRANGEMENTS ARE BEING PROVIDED. ANY REVISIONS SHALL BE MADE AT NO ADDITIONAL COSTS TO THE PROJECT. 09 NOT USED 10 ELECTRIC DUCT HEATERS. REFER TO ELECTRIC DUCT HEATER SCHEDULE SHEET M8.0. it PROVIDE DOOR LOUVER WITH DIMENSIONS OF 18 "xI2" LOCATE WITH BOTTOM AT 12" A.F.F. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. ()PROVIDE ZONE DAMPER THAT CLOSES BASED ON THERMOSTAT SET POINT, REFER TO DETAIL. 13 AC UNIT THERMOSTAT, REFER TO CONTROL DIAGRAM. t 1 REVISIONS B BY 1 A P PLAN CHECK M M.S. J c d yi w z� Ina z O z ■ 1= 0 UJ lip W D c= Ce 06 J rD < c U z O U THEODORE J. BRANDVOL STATE OF WASHINGTON /REVIEWE CODE D FOR ,m COMPLIANCE `' PROVED APR 2 Q 2'611 City of Tukwila DUILDIN( In /'11r GENERAL AL nNOTE$ 1.) ALL INDIVIDUAL BRANCH DUCTS ARE TO BE SUPPLIED WITH VOLUME DAMPERS, TYP. 2.) PROVIDE REMOTE OPERATORS ON ALL VOL. DAMPERS THAT ARE NOT ACCESSIBLE THRU CEILING, TYP. 3.) REFER TO MECHANICAL SPECIFICATIONS FOR FLEX DUCT L IMITATIONS. 4.) MECHANICAL CONTRACTOR TO COORDINATE w/ ELECTRICAL 4 PLUMING CONTRACTOR TO ELIMINATE ANY SPACE CONFL ICTS. 5.) PROVIDE LINING MATERIALS INSTALLED WITHIN DUCTS AND PLENUMS THAT HAVE A MOLD, HUMIDITY, AND EROSION RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UMC CHAPTER 16, °PART II, PER UMC SECTION 605.0 6.) INSULATION MATERIALS APPLIED TO THE EXTERIOR OF THE DUCTS, LOCATED IN THE BUILDING ARE TO HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE- DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION PER CMC 605.0. REFER TO SPECIFICATIONS SHEET M -9.0 FOR SPECIFICATIONS. 1) THERMOSTAT SHALL BE INSTALLED 48" AFF. 8) REFER TO MECHANICAL GENERAL NOTES 1/M82 FOR FURTHER INFORMATION. RCCW CITY OF CTUC K W LA MAR 2:)2011 PERMIT CENTER J PARTIAL FLOOR PLAN DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 SHEET M2.1 OF SHEETS 4A)( 8) 1 (2) (3) ALEX SCHEFLO 4) 0 (C) (H V'77,777A (E) CONDENSER 7 ®L (E) RTU -3 (E) R1U -4 0 O E (E) RTU -5 L O DEMOLITION MECHANICAL ROOF PLAN JA)( B ) 1- (C ) (3 (2) (3) DEMOLITION KEY NOTE SCHEDULE 1 Ol EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. O2 EXISTING AC UNIT ON ROOF TO BE RELOCATED TO NEW LOCATION SHOWN, MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. EXISTING ROOF MTD CONDENSING UNIT TO REMAIN. EXISTING ROOF MTD CONDENSING UNIT, PIPING, ELECTRICAL AND SUPPORTS TO BE REMOVED. PATCH, REPAIR AND PAINT ROOF TO MATCH EXISTING ()EXISTING ROOF MTD EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. KEY NOTE SCHEDULE @AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: AC UNIT NUMBER (E) RTU -1 (E) RTU -2 (E) RTU -3 (E) RTU -4 (£) RTU -5 (E) RTU -1 AC -1 AC -2 (E) RTU- 1/RTU -11 3 REFER TO AC UNIT MTG. DETAILS. AC UNIT CONNECTION TONNAGE SIZE g UNIT 2 1/2 5 2 2 5 1 1/2 S.A. = 2834"x14" R.A. = 1234"x36343" S.A. = 1134"x121/8" R.A. = 10ve "x253/8" DUCT SIZES TO TRANSITION TO GOING TI-IRU ROOF JOISTS FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE S.A. o 2834 "x14" R.A. = 1234"x3634" S.A. = 20"x121/8" RA. = 20 "x253/8" FULL SIZE 0.EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE. FILTER C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE) E) VACUUM OUT FAN HOUSING. 1B- LOCATION OF RELOCATED' AC UNIT, INSTALLED ON RELOCATED AC CURB. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. FOR SIMILAR MOUNTING REFER TO AC UNIT DETAILS MECHANICAL ROOF PLAN SCALE: 1/8".1'-0" -NORTH- PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR SYSTEM SENSOR DI- 100ACDCLP OR EQUIVALENT AND MECHANICAL CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO TI-1E SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITH AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. (E) EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR SHALL PROVIDE REQUIRED MOTOR / SHEAVE. CHANGE TO PROVIDE AIR BALANCE. EXHAUST FAN ON ROOF WITH DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE * UNIT TI-4RU ROOF JOISTS EF -3 EA. = 151i2"x151/2" E.A. = 16 "x16" REFER TO FAN MOUNTING DETAIL- C REVISIONS BY 1 A PLAN CHECK 02 -07 -11 M.S. ® #1O© ACC -1 J O, E ft (N) AC -2 (E) RTU -II -0- e e A =1 (E) RTU -2 ® IT_ 00 I 1'.1 N iii/ se (E) RTU -4 0 (E) RTU-1 00' _ -3 (E) 0 iB O 1A I 0 O (E) EF -1 (E) EF -20 (E) CU 0:1 0 (E) RTU- I/RTU -11 K o 01A I o E1'a (E) RTU -5 Di lA II *-a 4r a a MAU-I ® r�1 -- TNTEF -3— — (N) AC -1 I E>< +LJ ® DEMOLITION KEY NOTE SCHEDULE 1 Ol EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. O2 EXISTING AC UNIT ON ROOF TO BE RELOCATED TO NEW LOCATION SHOWN, MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. EXISTING ROOF MTD CONDENSING UNIT TO REMAIN. EXISTING ROOF MTD CONDENSING UNIT, PIPING, ELECTRICAL AND SUPPORTS TO BE REMOVED. PATCH, REPAIR AND PAINT ROOF TO MATCH EXISTING ()EXISTING ROOF MTD EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. KEY NOTE SCHEDULE @AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: AC UNIT NUMBER (E) RTU -1 (E) RTU -2 (E) RTU -3 (E) RTU -4 (£) RTU -5 (E) RTU -1 AC -1 AC -2 (E) RTU- 1/RTU -11 3 REFER TO AC UNIT MTG. DETAILS. AC UNIT CONNECTION TONNAGE SIZE g UNIT 2 1/2 5 2 2 5 1 1/2 S.A. = 2834"x14" R.A. = 1234"x36343" S.A. = 1134"x121/8" R.A. = 10ve "x253/8" DUCT SIZES TO TRANSITION TO GOING TI-IRU ROOF JOISTS FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE S.A. o 2834 "x14" R.A. = 1234"x3634" S.A. = 20"x121/8" RA. = 20 "x253/8" FULL SIZE 0.EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE. FILTER C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE) E) VACUUM OUT FAN HOUSING. 1B- LOCATION OF RELOCATED' AC UNIT, INSTALLED ON RELOCATED AC CURB. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. FOR SIMILAR MOUNTING REFER TO AC UNIT DETAILS MECHANICAL ROOF PLAN SCALE: 1/8".1'-0" -NORTH- PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR SYSTEM SENSOR DI- 100ACDCLP OR EQUIVALENT AND MECHANICAL CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO TI-1E SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITH AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. (E) EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR SHALL PROVIDE REQUIRED MOTOR / SHEAVE. CHANGE TO PROVIDE AIR BALANCE. EXHAUST FAN ON ROOF WITH DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE * UNIT TI-4RU ROOF JOISTS EF -3 EA. = 151i2"x151/2" E.A. = 16 "x16" REFER TO FAN MOUNTING DETAIL- C REVISIONS BY 1 A PLAN CHECK 02 -07 -11 M.S. J rn .c 0 W CD °O• 0 2 ®MAKE -UP AIR HOOD ON ROOF WITH DUCT DOWN THRU THE ROOF WITH SIZE AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE * UNIT THRU ROOF JOISTS MAU -1 M.A. = 12 "x18" MA. = 12 "x18" PROVIDE MAKE -UP AIR HOOD MAU -I W/ MOTORIZED DAMPER INTERLOCKED INTO EF -3. DAMPER TO BE ALWAYS OPEN OR ALWAYS CLOSED (NO MODULATING). REFER TO CONTROL DIAGRAM AND MAKE -UP AIR 1-100D MTG. DETAIL. 4 M8.0 THEODORE J. BRANDVOL STATE OF WASHINGTON WHEN POSITIONING EXHAUST FAN CONFIRM CLEARANCE OF 10' -0" FROM OUTSIDE AIR INTAKE AND EXHAUST FAN DISCHARGE. CHILLER ACC -1, PACKAGED CHILLER PLANT ON ROOF. PROVIDE 1" CLAWS, 1" CHWR LINES DN THRU ROOF. REFER TO MOUNTING DETAIL* UTILITY HOOD MTG. DETAIL. ®EXISTING CONDENSING UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO PROVIDE THE FOLLOWING SERVICE TO (E) CONDENSING UNIT. A) WASH CONDENSER COIL. B) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. GENERAL NOTES 1.) AC, EXHAUST FAN CURB HEIGHTS SHALL BE A MINIMUM OF 14" A.F.R. AT HIGH SIDE OF CURB. 2.) MECHANICAL CONTRACTOR TO COORDINATE WITH PLUMBING TO ENSURE NO VTR'S ARE LOCATED WITHIN EQUIPMENT WELLS. 3.) MECHANICAL CONTRACTOR SHALL COORDINATE WITH CEILING EXHAUST ROOFCAPS AND PLUMBING VENTS TO ENSURE THERE IS 10' -0" CLEARANCE BETWEEN ANY EXHAUST, VENTS AND OUTSIDE AIR INTAKE. 4.) MECHANICAL CONTRACTOR TO COORDINATE WITH PLUMBER AND ELECTRICIAN SUCH THAT GAS 4 ELECTRICAL SERVICE IS BROUGHT THROUGH KNOCK -OUT IN CURB. VI N°. 0 ( REVIEWED FO CODE COMPLIANCE PP APR 2 r 2U1f City fTukwila BUILOINS 1111 /ILIA RECEIVED CITif OF TUKK L-A MAR 2 2011 PERMIT CENTER DEMO 8c NEW ROOF PLAN r DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M4.O OF SHEETS I /- EQUIPMENT SCHEDULE KEYNOTE SCHEDULE PROVIDE AC UNITS WITH THE FOLLOWING: a). PRESLOPED PRE - MANUFACTURED CURB, WITH A MIN. HEIGHT OF 8" AT HIGH SIDE OF CURB b). PRE - MANUFACTURED HOLD DOWN CLAMPS. c). CONDENSER COIL GUARD PLENUMS INC. 18 GA. EXTRUDED ALUMINUM, STEEL GUARD) d). COMPRESSOR PHASE PROTECTOR (SYMCOM MODEL 201) e). ECONOMIZER WITH EQUAL AREA f). HINGED ACCESS PANEL AT THE FOLLOWING LOCATIONS: 1 . FILTER 2 . CONTROL BOX 3 EVAPORATIVE FAN MTR. 4 . COMPRESSOR g). REFER TO FRAMING PLAN ON STRUCTURAL DWG'S h). KNOCKOUTS FAN SCHEDULE KEY NOTE SCHEDULE 0 PROVIDE ROOF MOUNTED EXHAUST FAN WITH THE FOLLOWING OPTIONS: A) MTD. ON PRE- MANUFACTURED CURBS B) BAROMETRIC BACKDRAFT DAMPER C) BIRDSCREEN D) DISCONNECT SWITCH EQUIPMENT SCHEDULE MARK MAKE & MODEL DESCRIPTION CFM E.S.P. .I_ , ,; SONES UNIT OPER. WT.�Ibo) KEY NOTES . C MIN . SP HEATING MBH AFUE COOLING MBH EDB 6 EER SUPPLY FAN COMPRESSOR CaND FAN FLA COMB. FAN FL&EXH POWER FLA POWER SUPPLY -- t lr SEN TOTAL HP FL,4 RLA LRA FLA MCA MOCP VOLTS 0 (E) RTU -1 TRANE YSC06OA4RMAO45F E) ROOFTOP GAS / ELECTRIC 20.0 75 -- 80 4 80% 46.4 62.0 ,,,.•-"' - --- 9.2, 1.5 .. , ...... _ .... .. _ _ _.. ._ -- ---- -- 460 3 .. .. YES (E) RTU -2 () TRANE YCCO3OF1 LOBC ((E ROOFTOP GAS/ ELECTRIC % 100, 30 - 40 32 80% 208 29.2 - -- 9.2 1.25 -_ _ --- - -- - .. _- -_ -, -- _-- -_ 208/ 230 "" KRUEGER (E) RTU -3 TRANE YSCO6OA4RMAO4SF (El_ ROOFTOP GAS/ ELECTRIC CTRIC 200 215 - 80 64 80% . 46.4 62.0 - -- 9.2 1.5 ..:_ �- -- ... ---- _ _..> - ... _ . -_ 460 3 - - w/ #44 WHITE FINISH (E) RTU -4 TRANE YCCO24F1 LOBJ (E1 ROOFTOP GAS/ ELECTRIC 80. 50 -- 40 32 80% 16.6 - ,23.4 - -- 9.1 1.25 - -' - -- - -- -- -- -- - =- -- -- 208/ 230 1 - -- (E) RTU -5 TRANE YCCO24F1 LOBJ LEA ROOFTOP GAS/ L ELECTRIC 80' 180 - 40 32 80% 16.6 23.4 .. -- 9.1 1.25 -- _�,.� __ . -- �_.- _ _ _ 208/ 230 1 ----- (E) RTU -7 TRANE YSC06OA4RMAO4SF (E ROOFTOP GAS/ ELECTRIC 200 135 - 80 64 80% 46.4 62.0 ---- 9.2 1.5 -- -. --- - -- --- -- ---- - -- --- -- 460 3 -- -- AC1 CARRIER 48TCLO8A2A6 ROOFTOP GAS/ ELECTRIC 300 510 .0 103 125 82% T.E. 68.8 89.9 105 67 11.0 2.28 3.4 12.2 100 .8 .25 -- 16.65 20.3 30 460 3 1125 AC -2 CARRIER 48TCL07A2A6' ROOFTOP GAS/ ELECTRIC 241' 30 -- 72 59 82% T.E. 59.3 715 105 67 11.0 2.01 3.4 9.7 62 .8 .25 -- 14.15 16.3 25 460 3 1015 (E) RTU -1 I R111-17 TRANS YSC036A44FLA1 C (E) ROOFTOP GAS/ ELECTRIC CTRIC 14, • 40 - 60 48 80% 25.4 334 -- -- 9.2 1,3 --_ .-- --__ ---- _- --- -- -- __ -- 460 11:25am alex scheflo c'l (NI 247A\ DRAWINGS \MECHANICAL \247AM8.0.dwg 0 a I_t_ POWER EXHAUST SEE MANUFACTURED CURB DETAIL 2 MB.O AC At REDUCE GAS LINE SIZE TO UNIT SIZE AT FINAL ELBOW (BY P.C.) CONDENSATE LINE W/ TRAP, REFER TO PLUMB. 1"ACOUSTICAL DUCT LINING ON RETURN AND SUPPLY DUCTS SEE FLOOR PLAN FOR SIZES. A REFER TO PIPE PENETRATION DETAIL (SEE PLUMBING DWGS UNIT HOLD DOWN TO BE FABRICATED FROM 6" WIDE 16 GA. STEEL. TYP. OF (4) SECURE TO UNIT BASE -•--- RAIL W /(4) #10x1/2"` TEK SCREWS, TYPICAL. REFER TO DETAIL 26 GA.'S /M COUNTER FLASHING RIGID INSULATION CANT STRIP ALL AROUND E) ROOF AC UNIT SEAL 1/2" 0 BOLT (LENGTH AS REQ'D) (2) PER SIDE LOCATED 8" FROM ENDS II NAIL STRIP WITH MTG. FRAME -SECURE TO UNIT CURB WITH (4) #10x1/2" TEK SCREWS. TYPICAL. MOUNTING FRAME BY UNIT PERIMETER "OF ALL AROUND 4" X 6" BLOCKING VV/ LUS486 HANGER AT EACH END AC UNIT MOUNTING DETAIL 4" MAX. 9 AC UNIT MOU DETAIL EXHAUST FAN SCHEDULE MARK MAKE & MODEL CONTROL CFM E.S.P. ' RPM SONES ELECT. CHARACTERISTICS REMARKS ITEM LOAD VOLTS 0 (E) EF -1 EXISTING ROOF TOP EXHAUST FAN INTERLOCK W/ RTU -3 -- _- -- - -- --- 6 NOTE -- ALL NOTES (E) EF -2 XISTING ROOF TE EOP EXHAUST FAN I� ERLQCK E 1/WV U -7 - r - YES 44 I`I� FINISH MODULAR MODULE CORE, T -BAR, 24 "x24" CS -2 KRUEGER SEE PLAN EF -3 LOREN COOK ACED- 120C13D CONTROL THRU NNEA,IVOLTAGE 1100 0.25 1300 8.7 HP 1/4 115 1 OPER. WT = 117# AIR COOLED CHILLER SCHEDULE MARK MAKE & MODEL COOLING CAPACITY CAP COOLANT TEMP. CO AMBIENT ' TEMP: ('P) PUMP ' ELEC RICAL WEIGHT REMARKS GPM PSI FLA VOLT ACC -1 HIMPLEX0PR -NF' -M 000 AT COO t0EN5 NG 5' 68 105 30 50 22.3' 6 NOTE 1350 ALL NOTES NOTE$: 1. PROVIDE WITH DISCONNECT SWITCH 2. PROVIDE ADDITIONAL 120V CIRCUIT FOR CONTROLS 3. PROVIDE COMPLETE ASSEMBLY FOR WEATHER RESISTANT OUTDOOR INSTALLATION 4, PROVIDE FOR LOW AMBIENT OPERATION 5. PROVIDE WITH STAINLESS STEEL EVAPORATOR AND TANK 6. PROVIDE WITH STAINLESS STEEL PUMP ASSEMBLY 7. PROVIDE WITH ONSITE FACTORY AUTHORIZED START -UP, TESTING AND OWNER TRAINING. ZONE DA PER SCHEDULE MARK MAKE & MODEL DESCRIPTION INLET OUTLET ELECT. ZD -10 ZONEX -STMPD 10 ZONE DAMPER w /SAMOD 100 100 24V MAKE UP AIR HOOD SCHEDULE MARK MAKE & MODEL SIZE CONTROL E.S.P. REMARKS MAO- -1 LOREN COOK GI THI ,OAT „= 12 x18" INTERLOCK w/ EF-3 MAX ta�P= 05 PROVIDE w MANUFAITURED ROOF CURB MIN. 8 HIGH ELECTRIC DUCT HEATER SCHEDULE MARK SERVES MAKE & MODEL CFM DUCT SIZE KW VOLT PHASE EDI -I -1 CHANGING ROOMS' INDEECO #QUA 10 "x10" 100 10"X 10" 1.5 120 1 EDH-2 CHANGING ROOMS INDEECO #QUA 10"X 0" 100 10 "x10" 1.5 120 CS -3 "CANFAB" UNIT HOLD DOWNS PART Na.. CF485ODJ, CURB FABRICATED FROM 6" WIDE 160A STEEL TYP. OF (4), SECURE TO UNIT CURB WITH (4) #10x1 /2" TE SCREWS. TYPICAL. r INSULATED PANELS SECURE TO UNIT BASE RAIL w /(4) #10x1/2" TEK SCREWS TYPICAL. ROOF EXHAUST FAN SEE SCHEDULE BACK DRAFT DAMPER SIZE TO SUIT EXHAUST DUCT - SEE PLAN FOR SIZE SEE ARCH. DINGS FOR FOR ROOF CONSTR. 0 0 0 0 0 0 0 II SIMPSON TIE STRAP --""'' II' OR EQUAL TYP. OF (4) SIDES (SIMPSON #ST292) 4"x6" BLOCKING BY GEN. CONTR. A" 0 BOLT (LENGTH AS REQ'D) (2) PER SIDE LOCATED 8" FROM ENDS NOTE: MAKE -UP AIR HOOD MAU7:1, MOUNTING SIMILAR DISCONNECT SWITCH BACKDRAFT DAMPER (SIZE TO SUIT) 1 1 /4 "x1 1/2 LAG BOLT (2 EA. SIDE) WOOD CANT ALL AROUND E) ROOF ASSY,. FACTORY FURNISHED DISCONNECT AT FAN 12CV --1 0 I ELECTRICAL WIRING I BY ELECT. CONTR. I ' L INE VOLTAGE THERMOSTAT 120 VOLTAGE MOTORIZED DAMPER MOTOR W/ SPRING RETURN IN MAKE UP AIR INTAKE. HOLD DOWN PLACEMENT lT DETAIL NOT TI'O SCALE ROOF iOUNTE E EXHAUST FAN MOUNTING DETAIL ONE VOLTAGE THERMOSTAT MECHANICAL LEGEND SYMBOL DESCRIPTION CS -4 300cfm 14 "x6" SA- SUPPLY AIR DUCT SECTION OSA- OUTSIDE AIR DUCT SECTION RA- RETURN AIR DUCT SECTION D FAL,EAL,CAL RAD,FADEAD N.I.M.C. 0H1 -8 - RL --RS- MRH (A.F.F.) (B.F.C.) (E) (N) S.A. R.A. E.A. 2ND LETTER- SERVICE NUMBER -CEIUNG W-WALL F- TO SUPPLY R- RETURN - EXHAUST [4 -SEE SCHED. FOR TYPE PER MINUTE 300cfm = CUBIC FEET 14°x6" - NECK SIZE DOOR LOUVER KEY NOTE DESIGNATION AIR LOUVER FRESH, EXH, COMB AIR AIR DAMPER, RTN, FRESH, EXH AIR NOT IN MECHANICAL CONTRACT THERMOSTAT, UNIT NO., ZONE NO. TIME CLOCK W /UNIT NUMBER BYPASS TIMER SMOKE DETECTOR REFRIGERANT LIQUID. SUCTION THOUSANDS OF BTU PER HOUR ABOVE FINISHED FLOOR BELOW FINISHED CEILING EXISTING NEW SUPPLY AIR RETURN AIR EXHAUST AIR I I 0 - SINGLE LINE S.A. OR R.A. DUCT v WALL SUPPLY REGISTER -\ I L ALL SUPPLY OR TOE SUPPLY GRILLE WALL RETURN GRILLE 171 I CEILING SUPPLY REGISTER CEIUNG RETURN REGISTER CEILING EXHAUST REGISTER SUPPLY DROP OR RISER RETURN DROP OR RISER AIR CONDITIONING UNIT CEILING EXHAUST FAN FAN COIL UNIT FURNACE UNIT COOLING COIL CONDENSING UNIT RANGE HOOD MIS alb GRILLE, REGISTER DIFFUSER SCHEDULE . MARK MAKE MODEL SIZE DEFLECTION MOUNTING T - BAR PANEL OBD REMARKS (SEE BELOW) DESCRIPTION CS -4 KRUEGER 1240 -23 -54 SEE PLAN CEICEILING YES YES +/ #44 WHITE FINISH MODULAR CORE, T -BAR, 24 "x24 " MODULE -- CS -3 KRUEGER 124Ci -23 -SS SEE PLAN CEILING YES YES 44 I`I� FINISH MODULAR MODULE CORE, T -BAR, 24 "x24" CS -2 KRUEGER 1240- 23-52 SEE PLAN L CEILING YES YES W jI 44FINIS MQgUILE CORE, T -BAR, 24 "x24" CS -1 KRUEGER 1240 -23 -51 SEE PLAN -�--- CEILING YES YES w/144 wHI FINISH MODULAR CORE, T-BAR, 24"x24" MODULE CS-4A KRUEGER 1240 -22 -54 SEE PLAN CEILING N O YES w/ # 4 WHITE FINISH MOU MODNT ULAR CORE, HARD CEILING, FLUSH CS-3A KRUEGER 1240 -22 -S3 SEE PLAN #- CEILING NO YES W # wHITE FINISH MIT CORE, HARD CEILING, FLUSH MOUNT CS-1B KRUEGER 1240 23 -51 22'"x10 FRAME 22 CEILING YES 24 "x12" YES v+r/ #44 WHITE FINISH MODULAR CORE, T -BAR, 12"x24" MODULE "" CR--1 KRUEGER SBOH -22 24"x24 " CEILING YES - w/ #44 WHITE FINISH RETURN, T -BAR, 24 "x24" MODULE CR -2 KRUEGER S8OH -22 24 "x48* - -- CEILING YES -- yyIT WISH RETURN, T -BAR, 24 "x48" MODULE CE -1 KRUEGER S80H -22 24x24* - -- CEILING YES -- w/ #44 WHITE FINISH RETURN, T -BAR, 24 "x24" MODULE CE-1A KRUEGER S58t}H -22 -- - CEILING NO '/' WHITE FINISH CEIUNG RETURN HARD CEING DL -1 1 J & J SERIES 7005 .. NO TO BE PRIME PAINTED ,NOTE: ALL DIFFUSERS ARE SPECIFIED AS NEW AT CONTRACTORS OPTION THE EXISTING GRILLES CAN BE RE -USED PROVIDED THEY ARE 1. CLEANED 2. PAINTED (OR FREE OF BLEMISHES) 3. MATCH REQUIRED SIZE FOR SPECIFIED AIRF I REVIEWED FOR OW . CODE COMPLIANCE PROVED APR 2 0. v I.1 City of Tukwila BUILDIN( nlymI11W RECEIVED APR 25 2011 PERMITCENTER I REVISIONS BY 1 A PLAN CHECK 02-07-11 M.S. SCALE AS SHOWN JOB NO. 1 1 -247 N. A PLAN CHECK 04 -22 M.S. -11 t I W r W z C1 ET, Wo O J v 4: C Z Z�o I- !Li ri h si Z< 0 W Z A COLOMBIA, CA 95310 L] W W a t, won r. In 41" I f. N r t° a. 2 FAX. (209) 571-S160 1 I 10224 REGISTER ARCHITEC THEODORE J. BRANDVOL STATE OF WASHINGTON SCHEDULES & DETAILS DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03 -17 -11 SCALE AS SHOWN JOB NO. 1 1 -247 N. SHEET M80 OF SHEETS #10 WIRE FROM STRUCTURE INSTALL DRAWBANDS ON BOTH ENDS OF FLEX.DUCT (TYP.) NOTE: PROVIDE ELBOW W/ SMOOTH RADIUS EQUAL TO 2 1 /2" DIA. IF THE REQ. CAN NOT BE MET PROVIDE LINED S/M BOX PER DETAIL: REFER TO FLEX DUCT SUPPORT DETAIL 2/M8.1 MINIMUM 3x DUCT DIA. INSTALL w /REGISTER BOX WHERE CONDITIONS PREVENT 3x DUCT DIA. SEE ROUND DUCT & SQUARE NECK DIFFUSER DETAIL THIS SHEET INSTALL TAPER WHEN REQUIRED #7x1/2" S/M SCREWS (4 REQ'D) 24 "x24" DROP -IN MODULE 26 GA. GALV. S/M CLIP CEILING DIFFUSER 10x1/2" S/M SCREW, TYP. CEILING I T -BAR FLEXIBLE DUCT LIMITED TO LAST 5'-O" TO OUTLET AND SHALL BE THERMAFLEX MODEL MK -E CONSISTING OF AN INNER CORE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER CORE SHALL BE CONSTRUCTED OF A CHLORINATED POLYETHYLENE (CPE) BOUNDED TO THE COATED WIRE HELIX FOR MAXIMUM STRENGTH AND DURABILITY. AN INSULATING BLANKET WOVEN WOVEN OF FIBERGLASS SHALL ENCASE THE INNER CORE AND SHALL BE SHEATHED WITH AN OUTER VAPOR BARRIER OF METALLIZED POLYESTER FILM. THE VAPOR BARRIER SHALL BE .05 PERM PER ASTM E96, PROCEDURE A. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 5500 FPM AND SHALL BE CERTIFIED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL 181 STANDARDS AS CLASS 1 DUCT, AND BEAR UL STAMP. FLEXIBLE DUCTS SHALL BE SUPPORTED AT 4' -0" O.C. WITH 1-1/2" WIDE 28 GA. STEEL HANGER COLLAR ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. COLLARS SHALL HAVE HEMMED EDGES TO PREVENT CUTTING OF FLEXIBLE DUCT. INSTALLATION SHALL MINIMIZE SHARP RADIUS TURNS OR OFFSETS. ALL MATERIAL EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME- SPREAD RATING OF NOT MORE THAN 26 AND A SMOKE- DEVELOPED RATING OF NOT MORE THAN 50. NOTE: FLEX DUCT TO BE MOUNTED WITH A MAX DISTANCE OF 12" FROM OVERHEAD SO NO SEISMIC BRACING IS REQUIRED. TABLE NO. 6-2-A Rectangular Duct Hangers, Minimum Size inches x 25.4 = mm Maximum Half of Duct Perimeter Pair at 10 Ft. Spacing DRAWN 1 M. GLATZ Pair at 8 Ft. Spacing Pair at 5 Ft. Spacing Pair at 4 Ft Spacing Strap Wire /Rod DATE 03 -17 -1 1 Strap Wire /Rod Strap Wire /Rod Strap Wire /Rod .E = 30" 2 1" x 0.030 (1" x 22 ga.) 10 ga. (0.135 ") 1" x 0.030 (1" x 22 ga.) 10 ga. (0.135 ") 1" x 0.030 (1" x 22 ga.) 12 ga. (0.106 ") 1" x 0.030 (1" x 22 ga.) 12 ga. (0.106 ") E = 72" 2 1" x 0.047 (1" x 18 ga.) 3/8" 1" x 0.036 (1" x 20 ga.) 1/4" 1" x 0.030 (1" x 22 ga.) 1/4" 1" x 0.030 (1" x 22 ga.) 1/4" E = 96" 2 1" x 0.058 (1" x 16 ga.) 3/8" 1" x 0.047 (1" x18 ga.) 3/8" 1" x 0.036 (1" x 20 ga.) 3/8" 1" x 0.030 (1"x 22 ga.) 1/4" E = 120" 2 1 -1/2" x 0.058 (1-1/2" x 16 ga.) 1 /2" 1" x 0.058 (1 "x16ga.) 3/8" 1" x 0.047 (1 "x18ga.) 3/8" 1" x 0.036 (1 "x20ga.) 1/4" E =168" 1-1/2" x 0.058 (1 -1/2" x 16 ga.) 1/2" (1 1" x 0.058 -1/2" x 16 ga.) 1/2" 1" x 0.058 (1" x 16 ga.) 3/8" 1" x 0.047 (1" x 18 ga.) 3/8" E = 192" 2 1/2" 1-1/2" (1 x 0.05b -1/2" x 16 ga.) 1/2" 1" x 0.058 (1" x 16 ga.) 3/8" 1" x 0.058 (1" x 16 ga.) 3/8" E =193 "up 2 Special analysis required When straps are lap joined, use these minimum fasteners: 1 x 0047 ", 0.036 ", 0.030 - two No. 10 or one 1/4 bolt 1" x 0.058" - two 1/4" dia. 1 -1/2" x 0.058" - two 3/8" dia. Place fasteners in series, not side -by -side. 1 Single Hanger Maximum Allowable Load Strap Wire or Rod (Dia.) 1" x 0.030" - 260 lbs. 0.106" - 80 lbs. 1"x0,036 " - 320 lbs. 0.135" . - 120 lbs. 1" x 0.047" - 420 lbs. 0.162" - 160 lbs. 1" x 0.058" - 700 lbs. • 1/4" - 270 lbs. 1 -1/2" x 0.058" - 1100 lbs. 3/8" - 680 lbs. 1/2" - 1250 lbs. 5/8" - 2000 lbs. 3/4" - 3000 lbs. Notes: 1. Dimensions other than gage are in inches. 2. Tables allow for duct weight 1 Ibisf (4.8 kg/m2) insulation weight normal reinforcement and trapeze weight but no external loads. 3. Straps are galvanized steel; other materials are uncoated steel. 4. Allowable loads for P/2 assume that ducts are 0.058 (16 ga.) (1.47 mm) maximum, except that when maximum duct dimension (w) is over 60" (1524 mm), then P/2 maximum is 1.25 w. 5. For trapeze sizes see Table No. 6 -2 -B. 6. Twelve [0.081 in. (2.05 mm)], 10 [O.102 in. (2.59 mm)] or 8 [0.128 in. (3.25 mm)] ga, wire is steel of black- annealed, bright basic or galvanized type. KEY NOTE SCHEDULE @WOOD FRAMING - 2x6 BLOCKING WITH SIMPSON A35 AT EACH END. LIGHT GAGE FRAMING - 6005162 -33 BLKG WITH SIMPSON L30 AT EACH END. ®WOOD FRAMING TWO #8x1 -1/2" WOOD SCREWS LIGHT GAGE FRAMING - #1 Ox1 S/M SCREW ()FRAMING MEMBER PER STRUCTURAL DRAWINGS ® DUCT SUPPORT STRAP, WIRE OR ROD, SEE TABLE TO THE LEFT FOR DETAILS. O5 GALVANIZED SHEET METAL DUCT, SEE MECHANICAL PLAN FOR SIZES. ® #10x3/4 ": SELF- TAPPING CADMIUM PLATED SHEET METAL SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS. GENERAL NOTES 1. DUCTWORK SHALL CONFORM WITH APPENDIX "A" STANDARD 6 -2 OF THE CMC. 2. HANGER MUST BE POSITIVELY ATTACHED TO THE DUCT WITHIN 2" OF THE TOP OF THE DUCT WITH A MINIMUM OF TWO #10 SHEET METAL SCREWS. 3. DUCT WITH A CROSS- SECTIONAL AREA EQUAL TO OR GREATER THAN 6 SQUARE FEET AND "L" GREATER THAN 12" REQUIRE SEISMIC BRACING. 4. 160Ib MAX HANGER /STRAP LOAD. NOTIFY ARCHITECT FOR HANGER /STRAP LOADS GREATER THAN 160Ibs. ALEX SCHEFLO v 0 a rn 03 N- N J 0 z 0 W z 0 N- N 0 W J ROUND DUCT set ROUND NECK DIFFUSER MOUNTING DETAIL 1-1/2"x3/8"O LAG BOLT BLOCKING STEEL STRAP 310/x2 "Lx12 GA. MIN. AT 45' MAX(YTYP.) (E ROOF NOT TO SCALE FLEX DUCT MOUNTING DETAUL NOT TO SCALE DUCT SUPPORT DETAIL NOT TO SCALE -SPIN IN COLLAR 45' MAX r 1-.-1" LINER SECURE SPLAY WIRE &STEEL Y STRAP TO "UNISTRUT" CHANNEL CONNECTOR #J -844 W/ 5/8" M.B. AND NUT (TYP.) 1LT-BAR CEILING NO. 12 BRACING WIRE TYP. TWO OR FOUR CORNERS, 4 TWIST WITHIN 1 1/2" AT EACH END, SEE SPECIFICATIONS NOTE: BRACING WIRE NOT REQ'D AT GYP BOARD CEILINGS S/M BOX EYE BOLT 1 PANDUIT BAND FLEX DUCT 12 GA. SPLAY WIRE W/ (4) TIGHT TURNS DIFFUSER /GRILLE #8 S/M SCREW, TYP. SHEET METAL BOX (PLAN VIEW) 'ROUND DUCT et SOMME NECK DIFFUSEIR MOUNTING DETAIL GYP BOARD CLG. NOT TO SCALE SEE EQUIP. SCHED FOR VOLTS & PHASE I I DISCONNECT SWITCH , r�i, -1 BY ELECT.CONTR. % % 1 Iiil L�b`J AC UNIT 240/120/24VAC. -1 0--- \ (REFER TO, ELECT. DWGS. FOR : VOLTAGE) BRK MODEL DH400ACDC III SMOKE DETECTOR WITH SAMPLING TUBE FOR FAN SHUT DOWN UPON E�- DETECTION IN SUPPLY SYSTEMS IN EXCESS OF 2000cfrn. COMPRESSOR CIRCUIT DUCT TYPICAL FOR MIME 0 DIGITAL THERMOSTAT WITH SET AT 78 DEG.F COOLING AND 70 DEG.F HEATING AC UNLIT CONTROL DIAGRAM NOTE: 1. VERIFY VOLTAGE 2. ALL CONTROL WIRING WITHIN WALL TO PLATE HEIGHT & EXPOSED TO WEATHER SHALL BE IN CONDUIT BY MECH. CONTRACTOR. 3. CONDUIT FOR POWER WIRING SHOWN DOTTED BY ELECT. CONTRACTOR. 4. CONTROL DEVICES FURNISHED & INSTALLED BY MECH. CONTRACTOR NOT TO SCALE MCI OUr NOT USED NOT TO SCALE BRIEDERT TYPE STORM COLLAR WITH DRAW BAND AT TOP "B" FLUE CAP ROOFING (E) ROOF STRUCTURE REFER TO ARCH. DWGS. DOUBLE WALL FLUE FLASHING BLOCKING 11 r 1" AIR SPACE 1 "x1 /8" RING CLAMP & SUPPORT BRACKETS. SECURE WITH 1/4'10 x 2" LAG SCREWS. NOTES: 1.) VENT TERMINALS. VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN 4 FT. BELOW OR 4 FT. HORIZONTALLY FROM, AND NOT LESS THAN 1 FT. ABOVE A DOOR, AN OPENABLE WINDOW OR A GRAVITY AIR INLET INTO A BUILDING. PER UMC CODE 2.) SEPERATION FROM INLETS. VENTING SYSTEMS SHALL TERMINATE AT LEAST 3 FT. ABOVE AN OUTSIDE- OR MAKEUP -AIR INLET LOCATED WITHIN 10 FT. AND AT LEAST 4 FT. FROM A PROPERTY LINE EXCEPT A PUBLIC WAY. PER UMC CODE FMLE JOUNTONG DETAUL NOT TO SCALE DETAIL NOT USED NOT TO SCALE Duct Sensor g. de 0 Field Supplied Wire Nuts line voltage 24 Volt rj_Araristormer E;;;;;;1 Ulf C MC RO RC wein SAMOD AC TERMINAL BOARD RO ZONE DAMPIER COTROL DUARAk Damper Motor NOT TO SCALE I REVIEWED FOR CODE COMPLIANCE APPROVED APR 2P WI City of Tukwila BUILDIN( nii ISInro RECEIVE. CITY OF TUR LA MAR 2 `J011 PERMIT CENTER J REVISIONS BY A PLAN CHECK 02 -07 -11 M.S. UW W z~ Z c,/,) Oz UJ W D r 0 C 10224 REGISTERED ARCH I TEC � THEODORE J. BRANDVO STATE OF WASHINGTON Z -C Imo MECHANICAL DETAILS DRAWN 1 M. GLATZ CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 ■ SHEET M8.1 OF SHEETS 1 ALEX SCHEFLO E r, 0 0 N DD v ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR UNLESS NOTED OTHERWISE. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS (DRAWINGS AND PROJECT MANUAL INCLUDING ADDENDUMS) AND ALL APPLICABLE CODE AND STANDARDS. THESE PLANS ARE DIAGRAMMATIC IN NATURE, CONTRACTORS SHALL INCLUDE APPROPRIATE ALLOWANCES FOR OFFSETS AS REQUIRED TO ACCOMMODATE VERTICAL AND HORIZONTAL VARIATIONS IN THE LOCATIONS AND ELEVATIONS OF DUCTWORK, PIPING AND EXISTING CONDITIONS. EACH TRADE SHALL COORDINATE THE ROUTING AND INSTALLATION OF HIS WORK WITH THAT OF ALL OTHER TRADES THROUGH THE GENERAL CONTRACTOR. IN ANY INSTANCES OF CONFLICT, SYSTEMS REQUIRING "GRADE" OF "SLOPE" FOR DRAINAGE (SANITARY SEWER, SANITARY VENT, EQUIPMENT DRAINS, ETC.) SHALL HAVE PRIORITY. PENETRATIONS OF WALLS OR FLOORS FOR THE PASSAGE OF PIPING, DUCTWORK, OR OTHER EQUIPMENT SHALL BE PROPERLY SEALED AFTER INSTALLATION OF EQUIPMENT. PROVIDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, COSTS, AND SERVICES REQUIRED TO COMPLETELY INSTALL COMPLETE AND WORKING SYSTEMS INCLUDING ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY SPECIFIED OR SHOW. PROVIDE ACCESS TO ALL CONCEALED EQUIPMENT. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECT. SIZES INDICATED FOR ALL DUCTWORK ARE FREE AREA DIMENSIONS. FLEXIBLE DUCTWORK SHALL NOT EXCEED FIVE (5) FEET IN LENGTH. FLEXIBLE DUCT SHALL NOT REST ON LIGHTING FIXTURES. WHERE FLEXIBLE DUCTS REQUIRE SUPPORT, SUSPEND FROM STRUCTURE OVERHEAD WITH NYLON BANDS. PROVIDE RECTANGULAR TO ROUND DUCT TRANSITIONS AS REQUIRED. TO REFRIGERATION RETRIG, • INLET FLUID AIR IQwar A 1'1 00 FLUID MINI I -1/2' BRAZED PLATE FEAT EXCHANGER 1-WE. MANUAL_ FILL/ SIGHT GLASS/ DRAIN ACTUAL PERT CONFIGURATION FOR CONSTRUCTION ONLY MOTET ALL INTERCONNECTING PLUMBING TO BE RUN IN NON- FERROUS MATERIAL. OTHERWISE CONTACT ENGINEERING. BOM COMPONENTS EXCLUDED. MOTORIZED mxING VALVE 1 -1/E' e LOW -LEVEL FLOAT SWITCH TEMPERATURE SENSOR NTC 3/4' C �% PT INSTALL MIXING VALVES WITH 'C' PORT AS SHAWN. PORTS 'A' AND ' B' MAY BE INSTALLED IN A POSITION FOR EASE OF INSTALLATION. UPON TESTING, VERIFY THAT THE JUMPER SETTINGS IN THE VALVE ARE CORRECT FOR THE ACTION OF THE VALVE. ■ 1-1/2• =vae"u a -, I MANUAL BYPASS VALVE MOT0RI2ED MIXING VALVE FLOW SWITCH CITY WATER MENDED VALVE ALL imam= ARE 711 DEIES l- NPT • FLUID UIDIINLET TO CHILLER 14 PVT CITY WATER OUTLET FROM CHILLER • ■ ■ IPT FLUIPDC PROCESS FROM CHILLER NPT CITY WATER INLET TO CHILLER PARTS NOT SHOWN ON DRAWING DETAIL 010 040 0012 003 050 010 020 060 070 010 030 040 050 060 000 010 ORO 030 100 Dot 002 003 110 120 130 0011 cap 003 004 140 150 fi: [ .,?]I auk; ii =a irior -4.,ms fx • ?S:- �7r �-'. 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MAY NOT lE DUPLICATES. PSPINE111IER. OR OWNER IN AIIT WT WIIMUT THE DARES= WRITTEN COEDIT OF DIM•LEX MENIAL sOLUTIOIS3. CONFIDENTIAL AND PROPRIETARY meARAT TERM 11Y.AWE 01176 01/29/09 EC Dim plex Thermal Solutions *SITTAISTIOI DRAM YR AWK I DAWN= IL 968-5665 !PAGE 2 OF 2 Yvii.DD.LSInE#NM..ca4 02/211/09 INTF ADDEI 50.E CID DEYOOTIDI Q REVISIT-AI NAR <A3 6C SIYEI I T HWO 7,500PR -NF PIPING IU vD ;0614 MECHANICAL GENERAL NOTES NOT TO SCALE DETAIL NOT USED NOT TO SCALE CHILLER PIPING DIAGRAM] NOT TO SCALE DETAIL NOT USED NOT TO SCALE N O z 0 LU c.) z t 0 N N DETAIL JNIOT USED DETAIL NOT USED NOT TO SCALE DTAOL NOT USED MU 01 fo REVISIONS BY A PLAN CHECK -07 -11 M.S. JOB NO. 11-247 SHEET M8.2 OF SHEETS l 1 10224 REGISTERED ARCHITECj THEODORE J. BRANDVOLC STATE OF WASHINGTON NOT TO SCALE W RS & PING REFRIG . PIPING PROVIDE WEATHERSEAL SCREWS EACH SIDE ( ) C r LONG SLEEVE silt NEMERR TRW WOOD NAILER STRIP IV DNSIJAIION 18 GAUGE GALWWIZED CANTED CURB MESHED ROOF LsgE ROOF OPENING AS REQUIRED FOR TWICE THE PIPING INDICATED ON PLVIS FOR FUTURE USE. (12'x17' MINIMUM) NOT TO SCALE DETAIL NOT USED NOT TO SCALE UTILITY HOOD MTG. DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APP- WED APR 2 P 2d11 City of Tukwila BUILDINP, nIr1JcIn!l RECEIVED CITY OF TI I MICA MAR 7011 PERMIT CENTER J MECHANICAL DETAILS DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M8.2 OF SHEETS l 0 U- w 0 V) X w 10:47am 0 CO 0 P: \WORK\ 1 1247A \DRAWINGS \MECHANICAL \247AM8.0.dwq HEATING AND AIR CONDITIONING SPECIFICATIONS PART 1 GENERAL 1.01 GENERAL CONDITIONS: A. THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL OPERATIONS IN CONNECTION WITH THE AIR CONDITIONING SYSTEM(S) AS OUTLINED IN THE DRAWINGS & IN STRICT ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE TAKEN OR INFERRED AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE SYSTEM DESCRIBED OR SHOWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE WORK SHALL BE COMPLETE & READY FOR SERVICE AS SHOWN AND /OR SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. B. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CORRELATIONS AND GENERAL REQUIREMENTS. 1.02 WORK INCLUDED: A. THE SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY OF THE FOLLOWING: 1. ROOF TOP GAS /ELECTRIC SYSTEM 2. EXHAUST FANS AND DUCTWORK. 3. WALL FAN COIL UNIT W/ REMOTE HEAT PUMP 4. SUPPLY AND RETURN DUCTWORK, AND CEILING OUTLETS. 5. TESTING AND ADJUSTING OF THE COMPLETE SYSTEM. 6. OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS. 2.02 INSULATED FLEXIBLE DUCT: INSULATED FLEXIBLE DUCT A. FLEXIBLE DUCT SHALL BE LIMITED TO 5' -0" FROM OUTLET AND SHALL BE THERMAFLEX MODEL MK -E CONSISTING OFAN INNER CORE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER CORE SHALL BE CONSTRUCTED OF A CHLORINATED POLYETHYLENE (CPE) BONDED TO THE COATED WIRE HELIX FOR MAXIMUM STRENGTH AND DURABILITY. 1.03 WORK NOT INCLUDED: A. THE FOLLOWING IS NOT INCLUDED IN THIS PARTICULAR WORK: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LINE VOLTAGE WIRING, AND ALL LINE VOLTAGE CONDUIT, DISCONNECTS, MANUAL STARTERS & CONNECT UP ALL MOTORS COMPLETE. AIR CONDITIONING CONTRACTOR TO PROVIDE WIRING DIAGRAM AS REQUESTED. 1.04 WORKMANSHIP: A. WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THIS TYPE OF WORK. 1.05 RULES, REGULATIONS, AND CODES: A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND REGULATIONS OF THE FOLLOWING: 1. NATIONAL FIRE PROTECTION ASSOCIATION. 2. STATE FIRE MARSHAL. 3. PART - 5, T24 CALIFORNIA CODE OF REGULATIONS. 4. STATE HEALTH DEPARTMENT. 5. STATE INDUSTRIAL ACCIDENT COMMISSION'S SAFETY ORDERS. 6. RULES OF LOCAL UTILITY. 7. CALIFORNIA MECHANICAL CODE. 8. CALIFORNIA BUILDING CODE. 9. CALIFORNIA PLUMBING CODE. 10. CALIFORNIA ELECTRIC CODE. B. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE REGULATIONS. C. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR. D. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES THAN THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC ORDINANCES AND STATUTES. 1.06 SITE EXAMINATION AND CONDITIONS: A. THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON ACCOUNT OF ERROR. AN INSULATING BLANKET WOVEN OF FIBERGLASS SHALL ENCASE THE INNER CORE AND SHALL BE SHEATHED WITH AN OUTER VAPOR BARRIER OF METALLIZED POLYESTER FILM. THE VAPOR BARRIER SHALL BE .05 PERM PER ASTM E96, PROCEDURE A. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 5500 FPM AND SHALL BE CERTIFIED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL 181 STANDARDS AS CLASS 1 DUCT, AND BEAR UL STAMP. FLEXIBLE DUCTS SHALL BE SUPPORTED AT 4' -0" O.C. WITH 3" WIDE 28 GAUGE STEEL HANGER COLLAR ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. COLLARS SHALL HAVE HEMMED EDGES TO PREVENT CUTTING OF FLEXIBLE DUCT. INSTALLATION SHALL MINIMIZE SHARP RADIUS TURNS OR OFFSETS. . DUCT MATERIAL SHALL HAVE A MINIMUM 'R' VALUE OF 8. D. FLEXIBLE DUCTS MAY BE USED TO CROSS SEISMIC JOINTS WITHOUT OFFSETS. E ALL MATERIAL EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME- SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 50. F DUCT LEAKAGE SHALL NOT BE MORE THAN 6% OF TOTAL AIR FLOW AND SHALL BE VERIFIED. 2.03 BALANCING DAMPERS A. BALANCING DAMPERS SHALL BE FURNISHED AND INSTALLED AT LOCATIONS INDICATED ON THE DRAWINGS. B. DAMPERS SHALL HAVE LOCKING AND INDICATING QUADRANT PARKER -KALON COMPANY'S, ELGIN, OR EQUAL, DAMPERS INSTALLED IN INACCESSIBLE LOCATIONS SHALL HAVE DAMPER RODS EXTENDED AND TERMINATED WITH CEILING, WITH A YOUNG COMPANY'S, ELGIN, OR EQUAL, ADJUSTABLE COVER . CONCEALED DAMPER REGULATOR. C. DAMPERS IN SQUARE OR RECTANGULAR DUCTS NOT SHOWN AS SPLITTER OR BUTTERFLY DAMPERS SHALL BE OF THE MULTI- LOUVER TYPE ARRANGED FOR OPPOSED BLADE OPERATION AND SHALL BE CONTROLAIR, KRUEGER, OR EQUAL TO CONTROLAIR OPP -MD. BUTTERFLY AND SPLITTER TYPE DAMPER BLADES SHALL BE OF U.S. 16 GAUGE GALVANIZED STEEL, MINIMUM, AND SHALL HAVE A MINIMUM SHAFT SIZE OF 3/8 ". DAMPERS IN ROUND DUCTS SHALL BE SINGLE BLADE TYPE, CONTROL AIR OR EQUAL, WITH EXTENDED SHAFT AS REQUIRED. D. MARK DUCTS TO INDICATE PERMANENT DAMPER POSITION AFTER THE SYSTEM HAS BEEN TESTED AND BALANCED. 2.04 FLEXIBLE CONNECTIONS A. FLEXIBLE CONNECTIONS SHALL BE FURNISHED AND INSTALLED WHERE SHOWN. DUCT CONNECTIONS SHALL ALSO BE FURNISHED AND INSTALLED WHERE SHOWN. DUCT CONNECTIONS SHALL BE VENT - FABRICS, BAUER AND BLACK FIBERGLASS THERMOSETTING ADHESIVE TAPES NO 263 AND 281. APPLY PER MANUFACTURER'S RECOMMENDATIONS. WIDTH OF FLEXIBLE CONNECTIONS SHALL BE SUFFICIENT TO ALLOW ONE INCH (1") MINIMUM FREE SPACE BETWEEN TWO METAL COLLARS TO BE CONNECTED. PROVIDE COVER OVER FLEX- CONNECTIONS TO PROTECT THEM FROM THE SUN. 2.05 FILTERS A. GENERAL: 1.07 AS BUILT DRAWINGS: A. SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL SUPPLEMENTARY GENERAL CONDITIONS, AS -BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, RAIN WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT -OFF VALVES AND STUB -OUTS FOR FUTURE, AND ALL CHANGES MADE DURING, THE COURSE OF THE WORK. FURNISH REPRODUCIBLE DRAWINGS WHEN WORK IS COMPLETE. B. THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG NUMBERS STATED HEREIN. C. DIMENSIONS, SIZES, AND CAPACITIES SHOWN ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUT PERMISSION OF THE ARCHITECT. 1.08 MATERIAL LIST AND SUBSTITUTIONS: A. PRIOR TO COMMENCEMENT OF WORK, AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THE OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED THEREAFTER. ONLY ONE (1) REQUEST FOR SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR EQUIPMENT. 1. AIR FILTERS SHALL BE OF AN APPROVED TYPE TESTED IN ACCORDANCE WITH TEST METHOD SCFM- 12 -71 -1 AS SHOWN, IN PART 12, T -24, CALIFORNIA CODE OF REGULATIONS. PREFORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. 2. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER, AS DEFINED IN THE TEST METHOD ABOVE. 3. AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING OR REPLACEMENT. 4. THE CONTRACTOR SHALL FURNISH THE OWNER WITH ONE (1) ADDITIONAL COMPLETE FILTER CHANGE FOR ALL UNITS UPON ACCEPTANCE OF THE MECHANICAL SYSTEM. B. UNIT FILTERS: ALL FILTERS SHALL BE AMERICAN FILTER- AMER -GLAS AG -5, FARR, LOW VELOCITY FILTERS, 2" THICK, WITH FRAMES AND ACCESS PANELS. 2.06 GRILLES, REGISTERS, AND DIFFUSERS A. CEILING SUPPLY DIFFUSERS SHALL BE KRUEGER MODULAR CORE (SERIES 1240- 23 -S4) OR EQUAL, WITH LAY -IN OR SURFACE TYPE FRAME, AS SPECIFIED, OPPOSED BLADE DAMPER AND EXTRACTOR. DIFFUSER SHALL BE PROVIDED WITH FACTORY APPLIED OFF WHITE FINISH, ALL AS SCHEDULED ON THE DRAWINGS. B. CEILING RETURN GRILLE AND EXHAUST SHALL BE KRUEGER (SERIES S80H -23) WITH LAY -IN OR SURFACE TYPE FRAME OR EQUAL, MADE OF STEEL WITH FACTORY APPLIED FINISH TO MATCH THE SUPPLIES, ALL AS SCHEDULED ON THE DRAWINGS. C WALL SUPPLIES SHALL BE KRUEGER 5880V -22 WITH OPPOSED BLADE DAMPER. REGISTER SHALL BE PROVIDED WITH FACTORY APPLIED WHITE FINISH. D. WALL RETURN SHALL BE KRUEGER S580H -22 WITH A WHITE FINISH TO MATCH THE SUPPLY. E. DOOR LOUVERS SHALL BE J & J SERIES 700S PRIME PAINTED. F. OUTSIDE AIR AND COMBUSTION AIR LOUVERS SHALL BE RUSKIN WITH INSECT SCREEN AND MOUNTING FRAME. LOUVERS SHALL BE PRIME PAINTED. G. GRILLES SHALL BE SELECTED AND APPROVED BY MANUFACTURER TO OPERATE WITHOUT OBJECTIONABLE NOISE OR DRAFT. 2.07 EQUIPMENT A. COMBINATION HEATING AND COOLING ROOF TOP AIR CONDITIONING UNIT (6 TONS AND BELOW): 1. GENERAL THE UNIT SHALL BE PACKAGE -TYPE COOLING \HEATING AIR COOLED SELF - CONTAINED HIGH EFFICIENCY AIR CONDITIONING UNIT. IT SHALL BE CARRIER, TRANE, OR EQUAL, SIZED AS SHOWN ON THE DRAWINGS. A. UNITS SHALL BE DESIGNED FOR ROOF MOUNTING OUTDOORS AS SHOWN ON. THE DRAWINGS AND SHALL CONSIST OF COMPRESSORS, CONDENSERS, EVAPORATOR COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND FACTORY INSTALLED TEMPERATURE CONTROLS, FILTERS, AND OUTDOOR AIR DAMPERS. UNITS SHALL BE DOWN DISCHARGE AS SHOWN ON THE DRAWINGS. THE DOWN DISCHARGE UNIT SHALL BE DESIGNED INTERNALLY FOR DOWN DISCHARGE APPLICATION. B. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND COATED WITH A BAKED ENAMEL FINISH. CABINET INTERIOR SHALL BE INSULATED WITH 1" THICK NEOPRENE COATED FIBERGLASS. CABINET PANELS SHALL BE EASILY REMOVABLE FOR SERVICE ACCESS TO ALL OPERATING COMPONENTS. A CONDENSATE DRAIN CONNECTION FOR THE INDOOR COIL SHALL BE PROVIDED. C. FANS AND MOTORS: INDOOR BLOWERS SHALL BE FORWARD CURVED CENTRIFUGAL BELT DRIVEN TYPE CAPABLE OF DELIVERING THE REQUIRED CFM AT THE EXTERNAL STATIC PRESSURE AS SPECIFIED IN THE EQUIPMENT SCHEDULE. INDOOR BLOWER MOTORS SHALL HAVE PILLOW BLOCK BEARINGS WITH PROVISION FOR LUBRICATION. OUTDOOR FANS SHALL BE OF THE PROPELLER TYPE, DIRECT DRIVE, WITH PERMANENTLY LUBRICATED BEARINGS AND SHALL DISCHARGE AIR UPWARDS. D. COILS INDOOR AND OUTDOOR COILS SHALL BE OF NON- FERROUS CONSTRUCTION WITH ALUMINUM PLATE FINS MECHANICALLY BONDED TO, SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED AND COIL GUARD. E. COMPRESSORS: SHALL BE HERMETIC OR SCROLL TYPE. THEY SHALL HAVE VIBRATION ISOLATORS AND A FACTORY INSTALLED CRANKCASE HEATER. COMPRESSORS SHALL BE FURNISHED WITH A STANDARD 1 YEAR PRODUCT WARRANTY AND AN ADDITIONAL 2ND THROUGH 5TH YEAR WARRANTY. COMPRESSORS SHALL BE CAPABLE OF OPERATION DOWN TO 45 DEGREES F OUTDOOR AIR TEMPERATURE. 1) UNIT SHALL BE CAPABLE OF UNLOADING DOWN TO 15 % OF FULL LOAD CAPACITY. F. COOLING SYSTEM ACCESSORIES AND SAFETY CONTROLS: SHALL INCLUDE MANUAL RESET, LOW AND HIGH PRESSURE SWITCHES, OVERLOADS, ANTI - RECYCLE TIMING DEVICE AND ADJUSTABLE LOW AMBIENT LOCKOUT. 1) COOLING SYSTEM SHALL INCLUDE THERMAL EXPANSION VALVES, FILTER DRIERS, SIGHT GLASSES, COMPRESSOR SERVICE VALVES AND LIQUID LINE SERVICE VALVES. B. IF THE CONTRACTOR DESIRES TO MAKE A SUBSTITUTION, HE SHALL SUBMIT COMPLETE INFORMATION OR CATALOG DATA TO SHOW THE QUALITY OF THE EQUIPMENT OR MATERIAL OFFERED TO THAT SPECIFIED. NO SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. MATERIALS OF EQUAL MERIT AND APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT TO REQUIRE ORIGINALLY SPECIFIED ITEM. C. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST. D. SUBMIT TO ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OF CONTACT AND IN AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP DRAWINGS OR SUBMITTALS ON ALL ITEMS OF EQUIPMENT AND MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALL BE SUBMITTED IN FIVE (5) COPIES AND IN A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED. 1.09 FEES, PERMITS, AND UTILITY SERVICES: THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED INSPECTIONS, AND SECURE APPROVALS FROM AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE FOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY. 1.10 GUARANTEE: AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED, THE CONTRACTOR SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR. IF, WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM IS PROVEN TO BE DEFECTIVE IN WORKMANSHIP AND /OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR REPLACED FREE OF CHARGE BY THIS CONTRACTOR. 1.11 ACCESSIBILITY: CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONS FOR ADEQUATE INSTALLATION OF HIS WORK. ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OR SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED. PART 2 - PRODUCTS 2.01 DUCTWORK A. MATERIAL EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE PRODUCTION OF NOT MORE THAN 50. B. ALL SHEET METAL DUCTWORK SHALL BE MADE OF COMMERCIAL GRADE GALVANIZED STEEL. C. BROKEN PIECES IN COATING MADE IN FORMING SHALL BE COMPLETELY SOLDERED OVER. WEIGHTS OF SHEETS SHALL NOT BE LESS THAN THE FOLLOWING: SIZE OF DUCTS US GAUGE GALV IRON 0" TO 12" 13" TO 30" 31" TO 54" 55" AND LARGER 26 24 22 20 G. HEATING SECTION SHALL BE FORCED COMBUSTION TYPE POWER BURNER, NEGATIVE PRESSURE GAS VALVE, MANUAL SHUT -OFF, HOT SURFACE IGNITION, AND FLAME SENSING SAFETY CONTROL. 1) THE HEAT EXCHANGER SHALL BE OF THE TUBULAR SECTION TYPE CONSTRUCTED ON A MINIMUM OF 20 -GAUGE STEEL COATED WITH A NOMINAL 1.4 MIL ALUMINUM- SILICONE ALLOY FOR CORROSION RESISTANCE. 2) BURNERS SHALL BE OF THE IN -SHOT TYPE CONSTRUCTED OF 320 STEEL. 3) ALL GAS PIPING SHALL ENTER THE UNIT CABINET AT A SINGLE LOCATIONS. H. THE COOLING SECTION SHALL HAVE THE REQUIRED CAPACITY AND CFM AIR DELIVERY AS SHOWN ON THE PLAN WITH THE RETURN AND CFM AIR DELIVERY AS SHOWN ON THE PLAN WITH THE RETURN AIR AT A TEMPERATURE OF 80 DEGREES DB AND 67 DEGREES WB AND OUTDOOR AIR TEMPERATURE OF 105 DEGREES DB. CONTINUED ON NEXT COLUMN - CONTINUED FROM PREVIOUS COLUMN - I. THE COILS SHALL BE ALUMINUM FINNED MECHANICALLY BONDED TO COPPER TUBING AND PROVIDED WITH COIL GUARD. J. UNIT FILTER SECTION: STANDARD FILTER SECTION SHALL CONSIST OF LOW VELOCITY, DISPOSABLE FIBERGLASS 2" FILTERS OF COMMERCIALLY AVAILABLE SIZES. FILTER FACE VELOCITY SHALL NOT EXCEED 300 FPM AT NOMINAL AIR FLOWS. SEE PARAGRAPH TITLED "FILTERS" HEREIN. K. THE COMPRESSOR SHALL BE SCROLL, HERMETICALLY SEALED TYPE AND SHALL BE EQUIPPED WITH VIBRATION ISOLATORS. THE COMPRESSOR MOTOR ASSEMBLY SHALL BE PROTECTED BY OVERLOADS AND /OR INTERNAL THERMOSTAT PROTECTION. THE COMPRESSOR SHALL BE PROVIDED WITH A TOTAL OF FIVE (5) YEARS WARRANTY. L THE UNIT SHALL BE EQUIPPED WITH LOW AMBIENT TEMPERATURE CONTROL DOWN TO 45 DEGREES F, CRANKCASE HEATER, HEAD PRESSURE CONTROL, COMPRESSOR TIME CYCLE PROTECTOR, CONVENIENCE OUTLET, AND A FACTORY INSTALLED, INTERNALLY MOUNTED, NEC, UL, AND APPROVED NON -FUSED DISCONNECT. M. PROVIDE A FULL ECONOMIZER AS DETAILED ON THE DRAWINGS WITH ADJUSTABLE TEMPERATURE CONTROL SETTING FOR "FREE" COOLING WITH OUTDOOR AIR WHILE LOCKING OUT COMPRESSOR BY DRY BULB TEMPERATURE. THE ECONOMIZER SHALL BE MODULATING TYPE. UNITS TO BE PROVIDED WITH BAROMETRIC RELIEF DAMPER PROVIDING POSITIVE BUILDING EXHAUST. N. ROOF CURB: UNITS SHALL BE INSTALLED ON FULL PERIMETER SUPPORT NATIONAL ROOFING CONTRACTORS ASSOCIATION APPROVED ROOF CURBS WHEN SHOWN. CURBS SHALL HAVE SEAL STRIP ON LOAD BEARING SURFACE, WOOD NAILER STRIP TO FACILITATE FLASHING AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. CURBS SHALL BE PRE - SLOPED TO MATCH THE SLOPE OF THE ROOF AND HAVE A MINIMUM HEIGHT OF 14" AT THE HIGH POINT OF THE ROOF. B. COOLING /HEATING ROOF TOP AIR CONDITIONING UNIT (7 -1/2 TONS AND ABOVE): 1. GENERAL: THE UNIT SHALL BE PACKAGE -TYPE COOLING \HEATING AIR COOLED SELF- CONTAINED HIGH EFFICIENCY AIR CONDITIONING UNIT. IT SHALL BE CARRIER, TRANE, OR EQUAL, SIZED AS SHOWN ON THE DRAWINGS. A. UNITS SHALL BE DESIGNED FOR ROOF MOUNTING OUTDOORS AS SHOWN ON THE DRAWINGS AND SHALL CONSIST OF COMPRESSORS, CONDENSERS, EVAPORATOR COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND FACTORY INSTALLED TEMPERATURE CONTROLS, FILTERS, AND OUTDOOR AIR DAMPERS. UNITS SHALL BE DOWN DISCHARGE AS SHOWN ON THE DRAWINGS. THE DOWN DISCHARGE UNIT SHALL BE DESIGNED INTERNALLY FOR DOWN DISCHARGE APPLICATION. B. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND COATED WITH A BAKED ENAMEL FINISH. CABINET INTERIOR SHALL BE INSULATED WITH 1" THICK NEOPRENE COATED FIBERGLASS. CABINET PANELS SHALL BE EASILY REMOVABLE FOR SERVICE ACCESS TO ALL OPERATING COMPONENTS. A CONDENSATE DRAIN CONNECTION FOR THE INDOOR COIL SHALL BE PROVIDED. C. FANS AND MOTORS: INDOOR BLOWERS SHALL BE FORWARD CURVED CENTRIFUGAL BELT DRIVEN TYPE CAPABLE OF DELIVERING THE REQUIRED CFM AT THE EXTERNAL STATIC PRESSURE AS SPECIFIED IN THE EQUIPMENT SCHEDULE. INDOOR BLOWER MOTORS SHALL HAVE PILLOW BLOCK BEARINGS WITH PROVISION FOR LUBRICATION. OUTDOOR FANS SHALL BE OF THE PROPELLER TYPE, DIRECT DRIVE, WITH PERMANENTLY LUBRICATED BEARINGS AND SHALL DISCHARGE AIR UPWARDS. D. COILS: INDOOR AND OUTDOOR COILS SHALL BE OF NON- FERROUS CONSTRUCTION WITH ALUMINUM PLATE FINS MECHANICALLY BONDED TO SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED AND COIL GUARD. E. COMPRESSORS: SHALL BE HERMETIC OR SCROLL TYPE. THEY SHALL HAVE VIBRATION ISOLATORS AND A FACTORY INSTALLED CRANKCASE HEATER. COMPRESSORS SHALL BE FURNISHED WITH A STANDARD 1 YEAR PRODUCT WARRANTY AND AN ADDITIONAL 2ND THROUGH 5TH YEAR WARRANTY. COMPRESSORS SHALL BE CAPABLE OF OPERATION DOWN TO 45 DEGREES F OUTDOOR AIR TEMPERATURE. 1) UNIT SHALL BE CAPABLE OF UNLOADING DOWN TO 15% OF FULL LOAD CAPACITY. F. COOLING SYSTEM ACCESSORIES AND SAFETY CONTROLS: SHALL INCLUDE MANUAL RESET, LOW AND HIGH PRESSURE SWITCHES, OVERLOADS, ANTI - RECYCLE TIMING DEVICE AND ADJUSTABLE LOW AMBIENT LOCKOUT. 1) COOLING SYSTEM SHALL INCLUDE THERMAL EXPANSION VALVES, FILTER DRIERS, SIGHT GLASSES, COMPRESSOR SERVICE VALVES AND LIQUID LINE SERVICE VALVES. 2. HEATING SECTION: A. GAS BURNER SHALL BE FORCED COMBUSTION TYPE POWER BURNER, NEGATIVE PRESSURE GAS VALVE, MANUAL SHUT -OFF, HOT SURFACE IGNITION, AND FLAME SENSING SAFETY CONTROL. B. THE HEAT EXCHANGER SHALL BE OF THE TUBULAR SECTION TYPE CONSTRUCTED ON A MINIMUM OF 20- GAUGE STEEL COATED WITH A NOMINAL 1.4 MIL ALUMINUM - SILICONE ALLOY FOR CORROSION RESISTANCE. C. BURNERS SHALL BE OF THE IN -SHOT TYPE CONSTRUCTED OF 320 STEEL D. ALL GAS PIPING SHALL ENTER THE UNIT CABINET AT A SINGLE LOCATIONS. 3. UNIT ELECTRICAL SECTION: UNITS SHALL HAVE ELECTRICAL CHARACTERISTICS AS INDICATED ON THE EQUIPMENT SCHEDULE, AND SHALL ALLOW EITHER ALUMINUM OF COPPER MAIN CONDUCTORS TO BE CONNECTED TERMINAL BLOCK POWER CONNECTIONS. UNIT SHALL ALLOW UTILITY CONNECTION WITHIN ROOF CURB PERIMETER, AND /OR THROUGH UNIT CABINET. A. EACH POLY- PHASE MOTOR AND COMPRESSOR SHALL BE PROTECTED AGAINST OVER CURRENT AND SINGLE PHASING CONDITIONS REQUIRING MANUAL RESET. OVER TEMPERATURE PROTECTION SHALL BE PROVIDED ON ALL MOTORS WITH AUTOMATIC RESET. 4. UNIT FACTORY SUPPLIED CONTROLS: ALL UNITS SHALL BE COMPLETE WITH SELF - CONTAINED, DEMAND- ORIENTED SOLID STATE CONTROL SYSTEM. UNIT STAGING SHALL BE A ONE OR TWO STAGE COOL WITH SPACE SENSOR AVERAGING CAPABILITY. UNIT SHALL PERFORM IN RESPONSE TO A VARIABLE SPACE SIGNAL AND PREVENT OVER - COOLING WITH DISCHARGE AIR LOW LIMIT DEVICE. AFTER UNIT POWER FAILURE, CONTROL SYSTEM SHALL RE- ENERGIZE COOLING OF HEATING STEPS THROUGH TIME SEQUENCED RELAYS. PLEASE REFER TO CONTROL SECTION FOR THERMOSTATS. 5. UNIT FILTER SECTION: STANDARD FILTER SECTION SHALL CONSIST OF LOW VELOCITY, DISPOSABLE FIBERGLASS 2" FILTERS OF COMMERCIALLY AVAILABLE SIZES. FILTER FACE VELOCITY SHALL NOT EXCEED 300 FPM AT NOMINAL AIR FLOWS. SEE SECTION TITLE "FILTERS" HEREIN. 6. ACCESSORY ITEMS: A. ECONOMIZER: UNIT SHALL INCLUDE EQUAL AREA ECONOMIZER. B. ROOF CURB: UNITS SHALL BE INSTALLED ON FULL PERIMETER SUPPORT NATIONAL ROOFING CONTRACTORS ASSOCIATION APPROVED ROOF CURBS WHEN SHOWN. CURBS SHALL HAVE SEAL STRIP ON LOAD BEARING SURFACE, WOOD NAILER STRIP TO FACILITATE FLASHING AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. C. COMPRESSOR WARRANTY: UNIT MANUFACTURER SHALL INCLUDE OPTIONAL COMPRESSOR WARRANTY FOR A TOTAL OF FIVE (5) YEARS. t111%,01b I REVIEWED FOR CODE COMPLIANCE APP E APR 2 `4iri City of Tukwila BUILDINIP nRn it to RECEIVED CITY OF TI IK MLA MAR 2 .3 7011 PERMIT CENTER r REVISIONS BY \ A PLAN CHECK 02 -07 -11 M.S. SHEET M9.O OF SHEETS J t J C THEODORE J. BRANDVOL STATE OF WASHINGTON LU Z MECHANICAL SPEC'S DRAWN \ M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M9.O OF SHEETS J ALEX SCHEFLO E 0 N 0 0 247A\ DRAWINGS \MECHANICAL \247AM8.0.dwg O 0 - CONTINUED ON PREVIOUS PAGE - D. ROOF EXHAUST FAN: 1. FANS SHALL BE COOK, GREENHECK, PENN, OR EQUAL, AS SHOWN ON THE DRAWINGS. A. FAN SHALL BE OF RECTANGULAR CONSTRUCTION, AND FABRICATED OF ALUMINUM FOR ROOF MOUNTING. B. MOTOR AND FAN SHALL BE MOUNTED ON RUBBER ISOLATORS AND BE VIBRATION FREE AND QUIET OPERATING. C. DRIVES SHALL BE SIZED FOR A MINIMUM OF 150% OF DRIVEN HORSEPOWER. PULLEYS SHALL BE OF THE MACHINED CAST IRON TYPE, KEYED AND SECURELY ATTACHED TO THE WHEEL AND MOTOR SHAFTS. THE MOTOR PULLEYS SHALL BE ADJUSTABLE FOR FINAL SYSTEM BALANCING. D. PROVIDE PROTECTIVE COATING ON LAB EXHAUST FANS EQUAL TO PERMA - TECTOR FINISH (A THERMOSETTING POLYESTER URETHANE FINISH). E. MOTOR SHALL BE BELT - DRIVEN AND SHALL HAVE THERMAL PROTECTION AND DISCONNECT SWITCH AN MAGNETIC STARTERS. F. CAPACITY AND RPM SHALL BE AS SCHEDULED ON THE DRAWINGS AND SHALL BEAR THE AMCA CERTIFIED RATING SEAL FOR AIR PERFORMANCE. 2.08 TEMPERATURE CONTROL A. GENERAL: THE WIRING AND LOW VOLTAGE TEMPERATURE CONTROL EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS AND THE FUNCTIONAL OPERATION OF THE TEMPERATURE CONTROL SYSTEM SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LINE VOLTAGE WIRING, AND ALL LINE AND LOW VOLTAGE CONDUIT, DISCONNECTS, MANUAL AND AUTOMATIC STARTERS, AND CONNECT UP ALL MOTORS COMPLETE. B. DRAWINGS OF TEMPERATURE CONTROL SYSTEM ARE DIAGRAMMATIC ONLY, AND ANY APPARATUS NOT SHOWN, SUCH AS RELAYS, ACCESSORIES, ETC., BUT REQUIRED TO MAKE THE SYSTEM OPERATIVE TO THE COMPLETE SATISFACTION OF THE ARCHITECT SHALL BE FURNISHED AND INSTALLED WITHOUT ADDITIONAL COST. C. ALL ELECTRIC CONNECTIONS TO TEMPERATURE CONTROL EQUIPMENT SHOWN ON THE TEMPERATURE CONTROL DIAGRAMS OR SPECIFIED, WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR PERFORMING THIS WORK, AND, WHERE EXPOSED TO WEATHER, SHALL BE RUN IN CONDUIT. D. ALL EQUIPMENT AND CONTROLS SUCH AS STARTERS, SWITCHES, RELAYS, ETC., SHALL BE CLEARLY IDENTIFIED AND LABELED AS TO FUNCTION AND POSITION WITH PERMANENTLY ENGRAVED NAMEPLATES. E. ALL EQUIPMENT FURNISHED BY THIS CONTRACTOR THAT IS NORMALLY WIRED BEFORE INSTALLATION SHALL BE FURNISHED COMPLETELY WIRED. TEMPERATURE CONTROL WIRING NORMALLY PERFORMED IN THE FIELD WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. F. PRIOR TO INSTALLATION, THE MECHANICAL CONTRACTOR SHALL SUBMIT DIAGRAMS, COMPONENT DATA AND DESCRIPTION OF SEQUENCE OF OPERATION TO ARCHITECT FOR APPROVAL. G. ENTIRE SYSTEM SHALL BE GUARANTEED FOR ONE YEAR WITH EMERGENCY SERVICE FOR AN ADDITIONAL YEAR WITHOUT CHARGE TO THE OWNER FROM THE DATA OF ACCEPTANCE OF THE COMPLETED BUILDING. AFTER COMPLETION OF THE INSTALLATION, THE MECHANICAL CONTRACTOR SHALL REGULATE AND ADJUST ALL THERMOSTATS, DAMPERS, MOTORS AND OTHER TEMPERATURE CONTROL EQUIPMENT PROVIDED UNDER THIS CONTRACT. H. ENTIRE SYSTEM SHALL BE AS SHOWN ON THE DRAWINGS. PART 3 EXECUTION 3.01 SYSTEM BALANCE AND ADJUSTMENT A. GENERAL: 1. THE HEATING AND AIR CONDITIONING CONTRACTOR SHALL BALANCE THE COMPLETE SYSTEM AND SHALL SUBMIT TWO (2) COPIES OF THE BALANCING REPORT TO THE ENGINEER FOR EVALUATION AND APPROVAL. A) THIS REPORT SHALL INCLUDE AS A MINIMUM, BUT NOT BE LIMITED TO, THE FOLLOWING DESIGN AND ACTUAL INFORMATION: HORSEPOWER, BRAKE HORSEPOWER, REVOLUTIONS PER MINUTE, ACTUAL AMPERAGE AND FULL LOAD RATED CURRENT OF ALL MOTORS AND FANS; CUBIC FEET PER MINUTE, STATIC PRESSURE AND OUTLET VELOCITY AND CUBIC FEET PER MINUTE OF EACH OUTLET OF EACH UNIT OR ZONE; AIR TEMPERATURES OF ALL ROOMS SERVICED BY AIR DISTRIBUTION SYSTEM, AND ALL OTHER INFORMATION REQUIRED TO ESTABLISH COMPLETELY BALANCED SYSTEM. B) ALLOWANCE SHALL BE MADE FOR AIR FILTER RESISTANCE AT THE TIME OF THE TESTS. THE MAIN AIR SUPPLIES SHALL BE AT DESIGN AIR QUANTITIES AND AT AN AIR RESISTANCE ACROSS THE FILTER BANK MIDWAY BETWEEN THE DESIGN SPECIFICATIONS FOR CLEAN AND DIRTY FILTERS. THE ROOM AIR SUPPLY AND EXHAUST SHALL BE WITHIN 1 AND +10% OF DESIGN AIR QUANTITIES FOR ROOMS WITH AN. AIR SUPPLY, RETURN OR EXHAUST UNDER 1000 CFM OR MORE IN ROOMS WITH MULTIPLE OUTLETS. IN ALL CASES, THE TOTAL AIR QUANTITIES SUPPLIED TO ANY FLOOR OR MAJOR ZONE SHALL BE WITHIN 1 AND +5% OF THE DESIGN. C) STATIC PRESSURE READINGS SHALL BE TAKEN WITH AN INCLINED MANOMETER; AIR VELOCITY READINGS SHALL BE TAKEN WITH INSTRUMENTS OF RECENT CALIBRATION. THE FINAL VELOCITY READINGS SHALL BE TAKEN WITH AN ALNOR VELOMETER, ANEMOTHERN, OR A VANE TYPE ANEMETER CALIBRATED PRIOR TO THE TEST AND RECALIBRATED AT THE END OF THE TEST. D) TESTS SHALL BE RUN WITH SUPPLY, RETURN, AND EXHAUST SYSTEMS OPERATING WITH ALL DOORS, WINDOWS, ETC., CLOSED OR UNDER REGULAR TRAFFIC. E) CONTRACTOR SHALL ADJUST DEFLECTION OF ALL SUPPLY OUTLETS TO INSURE PROPER AND UNIFORM AIR DISTRIBUTION THROUGHOUT THE AREAS SERVED BY SUCH OUTLETS. 3.02 TEST AND ADJUSTMENT A. UPON COMPLETION OF THE WORK, ALL EQUIPMENT AND SYSTEMS SHALL BE OPERATED AND TESTED FOR A PERIOD OF AT LEAST THREE (3) CONSECUTIVE DAYS TO DEMONSTRATE THEIR SATISFACTORY OVERALL OPERATION. ON THE LAST DAY OF THIS PERIOD, THE CONTRACTOR SHALL ARRANGE FOR AN ACCEPTANCE TEST AND FINAL INSPECTION TO BE CONDUCTED BY THE ENGINEER IN THE PRESENCE OF THE CONTRACTOR OR HIS REPRESENTATIVE. THE ENGINEER SHALL BE NOTIFIED OF THIS MEETING AT LEAST ONE WEEK IN ADVANCE OF THE TIME PROPOSED BY THE CONTRACTOR AND A MUTUALLY AGREEABLE TIME ARRANGED. THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS AND CORRECTIONS TO THE SYSTEMS PRIOR TO ACCEPTANCE TEST SO THAT THE SYSTEMS ARE OPERATING SMOOTHLY AND PROPERLY AND ARE ABSOLUTELY READY FOR CHECK AND ACCEPTANCE AT THIS TIME. B. ANY EQUIPMENT, SYSTEM, OR WORK FOUND DEFICIENT DURING THE TEST SHALL BE REPLACED OR REVISED AS REQUIRED TO THE ENTIRE SATISFACTION OF THE ENGINEER. C. DURING THIS TIME, A REPRESENTATIVE OF THE ENGINEER SHALL BE INSTRUCTED IN THE PROPER CARE AND OPERATION OF THE EQUIPMENT AND CONTROLS. A SET OF TYPEWRITTEN INSTRUCTIONS GIVING PERTINENT OPERATING DATA SHALL BE FRAMED UNDER GLASS AND MOUNTED IN A LOCATION AS DIRECTED BY THE - ENGINEER. THIS INCLUDES WIRING AND SCHEMATIC DIAGRAMS OF ALL CONTROLS, THERMOSTATS, ETC. END OF SECTION It Il%O(& REVIEWED FOR CODE COMPLIANCE APPROVE OGYE APR 2 2011 City of Tukwila BUILDING fIVI41CN RECEIVP CITY OF TU LP► MAR 2 2011 PERMIT CENTER r REVISIONS BY DATE 03-17-11 /� PLAN CHECK /' \ 02 -07 -11 M.S. OF SHEET • SHEETS l J C A I�CO rn a°f t0- cn ._ , v N �N W O °0 2 10224 REGISTERED ARCHITEC THEODORE J. BRANDVOLC STATE OF WASHINGTON MECHANICAL SPEC'S DRAWN 1 M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 OF SHEET • SHEETS N L_ CHECKED BH I— SCALE AS SHOWN JOB NO. 10159 1 1 2x6 FLAT � I I I 2x6 I� FLAT IJ 2x6 r 2X4 @ 2,, I I FLAT t1 OC _ I I 1 i 2x6 FLAT F II ACC -1 WT =1350# 2x6 FLAT 4x12 (E) PRE- MANIR,F TRUSSES F (E) RTU -2 RELOCATED 2X6 FLAT E-- 4x121`` 11 J SIMPSON LUS410, HGR TYP (E WTU -1 RELOCATED 11 co II I II II U II II II II (E) COL I I Ii N I I JJ (E) RTU -4 u (E) GLB COLLECTOR I� U (E) CU (E) COL (E) RTU -1 /RTU -17 E PRE -MANUF TRUSSES @ 8' -0" OC III 11 II SIMPSON LUS46 HGR I I TYP I I I SHEET SCALE 1 II I1`g II II I I (E) PRE I , AANUF TRUSSES I 1 x (E) R (E) GLB COLLECTOR (E) COL J C7 w 0 E PRE -MANUF TRUSSES @8' -0 "OC EF-3 SIMPSON LUS46 HGR TYP -5 (E) COL y K3) (E) RTU -6 (E) PRE MANUF TRUSSES @ 8' -0" OC (E) RTU -8 co 12/52.2 1/8"=1.'-0" (E) GLB 4x6 (E) GLB (E) GLB (E) COL (E) GLB (E) GLB (E) GLB (E) COL E PRE -MANUF TRUSSES @ 8' -0" OC m J w (E) COL CO w O E PRE -MANUF TRUSSES @ 8' -0" OC (E) COL ROOF PLAN NOTES: 1. SEE SHEET 51.1 FOR GENERAL NOTES 2. SEE SHEET S1.2 FOR STANDARD DETAILS 3. SEE ARCHITECTURAL PLAN FOR EXACT WALL & DOOR LOCATIONS 4. FOR COLLECTOR SPLICES SEE 4/S4.1 WALL LEGEND: (N) INTERIOR NON BEARING WALLS (E) WALLS (E) STOREFRONT (N) CONRETE WALLS CORRECTION LTR# Z REVEWED FOR ODE CO 6PLIA c t APP 2 0 2 City of Tukwila BUILDlM MUOIk' NORTH 0 ,10224 RECEIVED APR 25 2011 PERMIT CENTER REGIS. TERE.D: ARCHITECT THEODORE J. eMNPV. -D STATE OF WASHINGTON ROOF PLAN REVISIONS BY COLUMBIA, CA 95310 WI— Q co Z WCO CO c1 Os a_ Q > < O 0 z Q U o= o I_ CV DRAWN , AG /AH CHECKED BH DATE 01.31.2011 SCALE AS SHOWN JOB NO. 10159 SHEET S 2 * 2 OF SHEETS I •