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Home My WebLink AboutPermit M13-015 - HELZBERG DIAMONDS - 5 TON ROOF TOP UNIT / AIR DISTRIBUTIONHELZBERG DIAMONDS 601 SOUTHCENTER MALL M13-015 City ogirukwila • 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.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 9202470010 Address: 601 SOUTHCENTER MALL TIIKW Project Name: HELZBERG DIAMONDS Permit Number: M13-015 Issue Date: 03/01/2013 Permit Expires On: 08/28/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: JON WAYNICK Address: 10955 LOWELL AV, SUITE 700 , OVERLAND PARK, KS 66210 Email: JON.WAYNICK@KLOVER.NET Contractor: Name: T -N -T MECHANICAL LLC Address: 22833 BOTHELL-EVERETT , HY 1164 98021 Contractor License No: TNTMEL*011K7 Phone: 913-649-8181 Phone: 425-486-4327 Expiration Date: 05/27/2014 DESCRIPTION OF WORK: PROVIDE 5 TON RTU, AIR DISTRIBUTION SYSTEM, AND EXHAUST FAN AT TOILET ROOM. CONNECT EXHAUST FAN TO EXISTING MALL EXHAUST SYSTEMS. Value of Mechanical: $15,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $367.31 International Mechanical Code Edition: 2009 Date: I — 1 3 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 perf ce 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:. 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. Date: -2-"/`3 .I..w• MAI' A/111 101'1_1'11c Pnr,tAr1• rn_nlanlq PERMIT CONDITIONS Permit No. M13-015 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: 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. 5: Readily accessible access to roof mounted equipment is required. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: 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 any 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. 12: ***FIRE DEPARTMENT CONDITIONS*** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 15: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main 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) 16: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 19: 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 #2328) (IFC 104.2) doc: IMC -4/10 M13-015 Printed: 03-01-2013 20: An electrical permit from the Ci -f Tukwila Building Department Permit Cente06-431-3670) is required for this project. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. rinr• IMC.A/1f1 M 13-01 s Prinfari• A3-(11-9013 • • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. 1 " Q IS - Project No. Date Application Accepted: `. `- k v... ` 3 1U—I� Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION 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 do\ King Co Assessor's Tax No.: Site Address: `fie South Center Mall Suite Number: 576 Floor: 1 New Tenant: m Yes ❑ .. No Tenant Name: Helzberg Diamonds PROPERTY OWNER Name: Jon Waynick Name: Helzberg Diamonds City: Overland Park State: KS Zip: 66210 Address: 1825 Swift Email: jon.waynick@klover.net City: N. Kansas City State: MO Zip: 64116 CONTACT PERSON — person receiving all project communication Name: Jon Waynick Address: 10955 Lowell Ave. Suite 700 City: Overland Park State: KS Zip: 66210 Phone: (913) 649-8181 Fax: (913) 649-1275 Email: jon.waynick@klover.net MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: TBD City: TBD State: TBD Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Provide 5 ton RTU, air distribution system, and exhaust fan at toilet room. Connect exhaust fan to existing mall exhaust system. -1-se;eee l 100 0 Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric m Gas ❑ Other: H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8.9.1 I .docx Revised: August 2011 bh Page 1 of 2 — Indicate type of mechanical work being installed and the quantity below: r - Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 1 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial • Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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 AGENT: Signature: Date: 01/04/2013 Print .me: Henry Klover Day Telephone: (913) 649-8181 Mailing Address: 10955 Lowell Ave. H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Overland Park KS 66210 City State Zip Page 2 of 2 r' -- City of Tukwila �; Department of Community Development i'.5.' Gl 6300 Southcenter Boulevard, Suite #100 P. ;5j Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 9202470010 Address: Suite No: Applicant: HELZBERG DIAMONDS 601 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: M13-015 ISSUED 01/10/2013 03/01/2013 Receipt No.: Initials: User ID: R13-01352 JEW 1165 Payment Amount: $63.00 Payment Date: 04/18/2013 10:08 AM Balance: $0.00 Payee: FRED DOBSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 018830 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 a o A Printed: 04-18-2013 • 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: M13-015 Address: 601 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/10/2013 Applicant: HELZBERG DIAMONDS Issue Date: Receipt No.: R13-00941 Payment Amount: $293.85 Initials: WER Payment Date: 03/01/2013 10:34 AM User ID: 1655 Balance: $0.00 Payee: TNT MECHANICAL LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5252 293.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 293.85 Total: $293.85 a..,.. o......:..a nc Printed• 03-01-2013 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: M13-015 Address: 601 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/10/2013 Applicant: HELZBERG DIAMONDS Issue Date: Receipt No.: R13-00248 Payment Amount: $73.46 Initials: WER Payment Date: 01/11/2013 01:06 PM User ID: 1655 Balance: $293.85 Payee: H C KLOVER ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2142 73.46 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 73.46 Total: $73.46 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 YL Project: 14cc.? .(3cRC .:NTA01,161bC Type of Inspection: S toR s. 0 • Address: C ' q- An —t � tr r"HC' e� i F P Date Called:_ • -iii ' •- C.... . Special Instructions: ---'._..--- net--) ie 1 Date W nted:.• --22 "m, prn Requester: Phone No: 67-J 9• .-3(1 - ®,Approved per applicable codes. Corrections required prior to approval. COMMENTS: () ` � 2� /tt S h1, ci — � t•1-- A c �/c A Insp¢ctor: ( Z 1�-�'�'�-, 1 • vat ./ 4' \REINSPECTION FEE REQUIRE,,. Prior to neinspection, fee must e epid at 6300 Southcenter Blvd.. Suite 100. -Call to schedule reinspection: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ta" (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro:Type e..,7 b uG v.'rtow-A/a/l of Inspectiop: RAsh –, „t/ _ J; 4 t/3 ?./ Address: loo/ sn pi I/ Date Call d: Special Instructions: Date Wanted: --7—c-- % 7 Ci: P.m. Requester: Phone No: g/7 -,5s .?6-7/ ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,47 Re7(yh --- do/R rte' c a, -.)/?2/ (1-71- --2.A.-15-71 / r �\ ,-. Inspector: / ?,c REINSPECTION FEE REQUI paid at 6300 Southcenter Bl Date )tED. Prior to r�})ext inspection. fee must be d., Suite 100/Call to schedule reinspection. tiO INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 NI3-4'5 Project: t t -W -Z-0 ef& UtAfit.®>/ Type of Inspection: �� f �t r i1 DU (� ii- . -)J An.g%, Add. res 0 r S e_ A4.4( i Date Called: or�-- 0 i � ._tJi 0Mi- -_ i'r\. e-.\ a snz.() , Special Instructions: (c—S r % 5 IA)/ \._ V Date Wante d �� ( r,a.m. t (pm. Requester: ` f--1're 4 14 f176\ Phoge No: r) �r / ,/ r7 i JApproved per applicable codes. Corrections required prior to approval. COMMENTS: (� f)1 ( AC I .. or�-- 0 i � ._tJi 0Mi- -_ i'r\. e-.\ a snz.() , t; 4 (t- c J, ._.5‘, JA. `l. r 6.-0 c- t-- St1 C._ 13 ST P �)rb J -. \ cam.' t s e JJ ( e eJ z k &'/‘ ti QP_ )-,ri-M ` f--1're 4 14 f176\ ......----. 1 1 -.\\ ' ‘ e' ► t to � Inspector: 6(A 1 Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copywith permit M/3 -OJT 13 -F -o3 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ( l -ie 1 7...c,,,-) Di ei v,413 (90 1 SCJ.2'1..�..I- M4 1' Type of Inspection: FA f) ( frtec4 F; Address: (.0 ( Sof Suite #: c )---- , 11 Contact Persdn: Special Instructions: Occupancy Type:. Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: PA- O k /1Le L L F i ti, 10 k. Needs Shift Inspection: Sprinklers: Fire Alarm: , Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. Inspector: A 1 Date: L/-1- ) 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call 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 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project N®• Info FILE COPY Project Address Helzberg Diamonds Store 259, Southcenter Mall Date 1/9/2013 2800 Southcenter Mall, Space #576 For Building Dept. Use Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: Project Briefly system o Description describe mechanical type and features. Includes Plans CARRIER 3 TON CONSTANT VOLUME RTU WITH ELECTRIC HEAT AND DRY-BULB ECONOMIZER WITH BAROMETRIC RELIEF DAMPER. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option Q Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex 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 Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU 1 RTU CARRIER 50HCA04 43500 350 12.5 EER NA ECONOMIZEIN Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N RTU 1 RTU CARRIER 50HCA04 12KW 350 41000 41000 1 N "IAA- Fan Equipment Schedule CODs DrcR OMPLIANC - Equip. ID Equip Type Brand Name' Model No.' CFM Sp' HP/BHP ,p low CorttrJl" pd Rana Service EF 1 CEILING LOREN COOK GC -144 75 0.5" 70 WATTS S j p T IItFT 2013 City f Tukwila bUiLui G DIVISION C)Cf'1 i i -e-. ■-IL.. % LrV-C77: 11f available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. ° COP HSPF, Combustion Efficrlrpr LH 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section ' 1 LH M 13-o is JAN 1 0 2013 PERMIT CENTER 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential , Mechanical Summary (back) MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑<=84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? ❑<=135,000 Btuh,?,,,I..,, «,ft% ,"', § ❑ Cooling Cap <=15 Btuh/ft2? ❑ Heating Cap 0�& <=1`0 Btuh/ft2? If Heating Only: ❑ <1000 cfm? ❑<30% outside air? ❑ Heatin Ca . <=10 Btuh/ft2? 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. Yes ( START ap <=15 Heat/Cool Eq. with Cap <=10 ft2, or Yes No — Heating Only r Reference Section 1421 Yes Yes Yes alifies Economizer Exception tion 1 Yes Yes Simple System Allowed (section 1420) 4 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. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address Helzberg Diamonds Store 259, Southcenter Mall Date 1/9/2013 2800 Southcenter Mall, Space #576 For Building Dept. Use Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: Project Briefly describe system type Description mechanical and features. Plans CARRIER 3 TON CONSTANT VOLUME RTU WITH ELECTRIC HEAT AND DRY-BULB ECONOMIZER WITH BAROMETRIC RELIEF DAMPER. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 ✓ Includes Compliance Option *Simple System QComplex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex 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 Equip Type Brand Name Model No.1 Capacity2 Btu/h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU 1 RTU CARRIER 50HCA04 43500 350 12.5 EER NA ECONOMIZER N Heating Equipment Schedule Equip. ID Equip Type Brand Name Model No.1 Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N RTU 1 RTU CARRIER 50HCA04 12KW 350 41000 41000 1 N Fan E9uipment Schedule Equip. ID Equip Type Brand Name Model No.1 CFM SP' HP/BHP Flow Controls Location of Service EF 1 CEILING LOREN COOK GC -144 75 0.5" 70 WATTS VS TOILET 11f available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 26 [10 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ <=84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? 0<=135,000 Btuh? ❑ Cooling Cap <=15 Btuh/ft2? ❑ Heating Cap. > 0 & <=10 Btuh/ft2? If Heating Only: ❑ <1000 cfm? ❑<30% outside air? ❑ Heating Cap. <=10 Btuh/ft2? 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. ( START ap <=15 Heat/Cool Eq. with Cap <=10 ft2, or Yes Yes Heating/Cooling or Cooling Only No Heating Only Reference Section 1421 Yes Yes Yes Yes Yes Yes— Yes Simple System Allowed (section 1420) alifies Economizer Exception tion 1 Yes 7 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. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Economizer MECH-ECO 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Economizer Summary Check box(es) for exceptions being claimed. List the system/equipment that qualifies for each exception. See Section 1433 for full description of Economizer requirements. RELIEF DAMPER 4 Full Air DRY-BULB ECONOMIZER WITH BAROMETRIC ❑ Ex 9a: • Ex 1: ❑ Ex 5: ❑ Ex 9b: ❑ Ex 2: II Ex 6: ❑ Ex 3: ❑ Ex 7: ❑ Ex 9c: 0Ex4: 0Ex8: Decision Flowchart Use this flowchart to determine if project complies with Economizer requirements. If not, the Systems Analysis Option must be used. ( START Yes ( Reference Section 1433 ified Un m Table 14-1A, , / EER 15% Code Yes xception 8: Unit Cap <20,000 Btuh Yes Full Air Economizer - Complies ception :: it Cap <54,00013 it not Exterior jace xception . it Cap < 33,000 Bt nit not Exterior o djacen Yes :Idg. Cap. w/o economizer <72,000 Btuh or 5%? Exception 2: Chilled Water Sys. ler 25% over ptio er Cooled Re . Waterside Economize ing chilled b Sys Exception 4: Cooling 75% Site HR or Solar Exception 5: Special OA iltration Need xception :. Dehumidification with supporting rgy anal Exception 7: Heat Pump Loop eting All Crite ' No xception 9: Dedicated Server or Eq Rm Yes Yes xc. 9a: EER & IPLV Y Over C••e No Yes xception 10: RF System Meeting All Criteria No No • Does Not Comply I Yes Qualifies for Full Air Economizer Exception - Complies 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Helzberg Diamonds Store 259, Southcenter Mall Date 1/9/2013 The followin 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, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R-10 insulation under tank N.A. 1442 Shut-off controls Indicate automatic shut-off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R-12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401-1424 or 1440-1465 , provide explanation: AWE CO PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-015 DATE: 03-25-13 PROJECT NAME: HELZBERG DIAMONDS SITE ADDRESS: 601 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued Public Works N//- I�� Ire Prevention En Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: -ty:] Incomplete DUE DATE: 03-26-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ®- Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: DUE DATE: 04-23-13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Pgrr T CO:V,D COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-015 PROJECT NAME: HELZBERG DIAMONDS SITE ADDRESS: 601 SOUTHCENTER MALL DATE: 01-10-13 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPARTMENTS 12 L ing Division Public Works ❑ VL ire Prevention Structural Planning Division Permit Coordinator El 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-15-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-12-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: SITE ADDRESS: 0 2P 111 A WIti na s So 6-1 Yn- h r" 6I PERMIT NO: 13'D ORIGINAL ISSUE DATE: 3- (-13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS ".')-S -13 (AIL C14 I j Received by: / • Summary of Revision: rph� e Irod 4`o im r i- -v-r 6 c alp.? c' -r UA. 01.4 Pei(Afic42 COr4-evtsi roc f- / II Received by: q / ' ‘i • c REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: , Received by: (please print) City of Tukwila • (1 /3 va) REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:: -(3 Plan Check/Permit Number: Vt \ ©I \5-- ❑0 Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ) after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 6 0 /(( do vt.-t'k ?-/tJ4e4=-' VA I( Contact Person: F i- ed - - !v -o b 5 0-N Phone Number: f l ? . S'71 367 % I Summary of Revision: f{� / 7- &er j _ X01 how ,z/ b`5 A'G-5 /e0-4 .,4f-.. ,tvi dov.. e, , 5, Sheet Number(s): "Cloud" or highlight all areas°of revision -including' to •� revision'' Received at the City of Tukwila Permit Center by: Entered in Permits Plus o H:\Applications\Fotms-Applications On Line \2010 Applications\7-2010 - R►vrsion Submittal.doc Created: 8-13-2004 Revised: 7-2010 RECEIVED MAR 25 2013 • COMI,IIJh11I Y DEVL-LOPMENT Contractors or Tradespeople Pter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L8I 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 T -N -T MECHANICAL LLC UBI No. 601950443 Phone 2067862293 Status Active Address 2020 Maltby Rd Ste 7 License No. TNTMEL*011 K7 #162 Suite/Apt. License Type Construction Contractor City Bothell Effective Date 5/27/1999 State WA Expiration 5/27/2014 Date Zip 98021 Suspend Date County Snohomish Specialty 1 Heating/Vent/Air-Conditioning And Refrig (Hvac/R) Business Type Limited Liability Specialty 2 Unused Company Parent Company Business Owner Information Name Role Effective Date Expiration Date HARRISON, SCOTT ALLEN Agent 01/01/1980 Bond Amount HARRISON, JERI LEE Partner/Member 05/11/2010 1sm0334296 HARRISON, SCOTT ALLEN Partner/Member 01/01/1980 LIBSACK, JERI Partner/Member 01/01/1980 05/11/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 RLI Ins Co 1sm0334296 05/27/2012 Until Cancelled $6,000.00 05/25/2012 4 RLI INS CO LSM0142180 05/27/2010 Until Cancelled 06/24/2012 $12,000.0004/26/2010 3 DEVELOPERS SURETY a INDEM CO 850223C 05/27/2002 Until Cancelled 06/13/2010 $12,000.0003/18/2000 05/11/2010 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 10 North Pacific Ins Co c06169287 05/25/2012 05/25/2013 $1,000,000.00 05/25/2012 9 North Pacific Ins Co C06169287 05/25/2011 Until Cancelled $1,000,000.0005/24/2011 8 NORTH PACIFIC INS CO C04169287 05/25/2010 05/25/2011 - $1,000,000.00 05/11/2010 7 American States Insurance Co 01CG4535392 11/08/2004 05/25/2010 $1,000,000.00 10/01/2004 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 Infractions/Citations Information Infraction / Citation 1 Date I RCW Code I Type I Status I Violation Amount httns•//fnrtress_wa. gnv/lni/bbin/Print.asnx 03/01/2013 LANDLORD REQUIREMENTS MECHANICAL SYMBOLS HVAC NOTES THE TENANT'S CONTRACTOR SHALL NOT MODIFY, ATTACH TO, OR HANG ANY LOADS FROM THE LANDLORD'S DUCTWORK, WATER LINES, SPRINKLER LINES, CONDUIT, OR BRIDGING. ACCESS TO BUILDING ROOF IS RESTRICTED TO LANDLORD'S PERSONNEL AND LANDLORD'S DESIGNATED CONTRACTORS. NO TENANT CONTRACTOR OR SUBCONTRACTOR WILL BE PERMITTED ON THE ROOF. THE PENETRATION OF THE ROOF DECK AND THE INSTALLATION OF ALL FLASHING AND CURBING FOR TENANT RELATED EQUIPMENT SHALL BE BY LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT TENANT'S EXPENSE. TENANT SHALL USE LANDLORD'S AUTHORIZED CONTRACTOR FOR FIRE ALARM TO THE MALL'S MAIN SYSTEM. TENANT'S CONTRACTOR SHALL NOT DEVIATE FROM APPROVED DRAWINGS AND SPECIFICATIONS WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM TENANT, LANDLORD'S TENANT COORDINATOR, AND THE BUILDING DEPARTMENT AND/OR OTHER GOVERNMENTAL AGENCY. TENANT'S CONTRACTOR SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW—GRADE UTILITIES. ON COMPLETION OF BELOW—GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLABON-GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. PIPING HVAC EQUIPMENT & DUCTWORK SEPARATE PERMIT REQUIRED FOR: to Mechanical Electrical Iumbing Gas Piping City of Tukwila BUILDING DIVISION 15.112 VERIFY INSULATION IN EXISTING DUCTWORK. RE—INSULATE PER SPECIFICATIONS AS REQUIRED. WHERE DUCTWORK IS SHOWN CAPPED VERIFY IT IS SEALED AIRTIGHT. III no 111 III NH 116—____r_ AIL t—_: 20"x20" RG lr+-_---T----.-o{---_-fit �I �r III -1 ill E--1 is F -1 IN III Il N 1 ° I IN I ° 1 111 1 ° I III M I 11 IIL._JIII L_JNL---1111 Ill ,i 15.100 15.111 15.110 111 12" CD 120 CFM '-34"x18" ETR 12" CD 450 CFM 15.105 15.105 22"x20" 15.105 6" CD1 (15.105 1 5.1 05 450 CFM 12" CD 450 CFM HVAC PLAN SCALE: 1 /4"=1 '-0" CD ACD RL CDRL RD RS HWS — HWR— CWS — CWR— HS ----HR LPS CONDENSATE DRAIN (CD) AUXILIARY CONDENSATE DRAIN (ACD) REFRIGERANT LIQUID (RL) REFRIGERANT DISCHARGE (HOT GAS) (RD) REFRIGERANT SUCTION (RS) HEATING HOT WATER SUPPLY (HWS) HEATING HOT WATER RETURN (HWR) CHILLED WATER SUPPLY (CWS) CHILLED WATER RETURN (CWR) HEAT PUMP SUPPLY (HS) HEAT PUMP RETURN (HR) LOW PRESSURE STEAM SUPPLY (LPS) — LPC— LOW PRESSURE STEAM CONDENSATE (LPC) — — — EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN NA DIRECTION OF FLOW BALL VALVE CONTROL VALVE THREE—WAY CONTROL VALVE SHUTOFF VALVE hl CHECK VALVE lib BALANCING VALVE WITH PRESSURE PORTS 1)I 9 4 T' b 101 r�r TRIPLE DUTY VALVE WITH PRESSURE PORTS WATER METER STRAINER SOLENOID VALVE PRESSURE GAUGE THERMOMETER PRESSURE AND TEMPERATURE TEST PLUG UNION FLANGE CONNECTION ELBOW UP ELBOW DOWN TEE UP TEE DOWN REDUCER NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. -E=2r �N N � oxr ll.1 ill] (3 -"`Ig Jr L RD EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45° RECTANGLE—ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES IN RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD -1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) r` N � EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. . SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR. 4. DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. 5. DUCT SIZES ARE INSIDE CLEAR DIMENSIONS. IF DUCT LINING IS REQUIRED INCREASE DUCT SIZE TO MAINTAIN ORIGINAL INSIDE DIMENSIONS. FD FIRE DAMPER FIRE SMOKE DAMPER SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BACKDRAFT DAMPER ANNOTATION CO2 HS PS SP TS ALL DUCTWORK SHALL BE GALVANIZED SHEET—METAL, DESIGNED, SHOP FABRICATED AND INSTALLED TO SMACNA STANDARDS. DUCTBOARD IS NOT PERMITTED. TYPICAL BRANCH FITTING DETAILS ARE APPLICABLE THROUGHOUT. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. LOCATE DAMPERS A MINIMUM 4'-0" AWAY FROM DIFFUSERS. PROVIDE ACCESS DOORS AS REQUIRED. . PROVIDE FIRE SEAL WHERE PIPING AND DUCTWORK PENETRATE FIRE RATED ASSEMBLY. CARBON DIOXIDE SENSOR HUMIDITY SENSOR PULL STATION STATIC PRESSURE SENSOR TEMPERATURE SENSOR OH HUMIDISTAT OT THERMOSTAT ABBREVIATIONS AFF BAS BD CFM DDC DX EA FFA FFB GPM IN WC MAX MBH ABOVE FINISHED FLOOR BUILDING AUTOMATION SYSTEM BACKDRAFT DAMPER CUBIC FEET PER MINUTE DIRECT DIGITAL CONTROL DIRECT EXPANSION EXHAUST AIR FROM FLOOR ABOVE FROM FLOOR BELOW GALLONS PER MINUTE INCHES OF WATER COLUMN MAXIMUM 1000 BTU PER HOUR MC MIN NC OA RA SA SD TFA TFB TYP UNO W/ w/0 MECHANICAL CONTRACTOR MINIMUM NOISE CRITERIA OUTSIDE AIR RETURN AIR SUPPLY AIR SMOKE DUCT DETECTOR TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNLESS NOTED OTHERWISE WITH WITHOUT 15.100) MECHANICAL PLAN CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER -NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION CODE COMPLIANCE APPROVED APR 0 9 2013 City of T ala BUILDING ISION 10. PROVIDE SEISMIC BRACING -BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 11. INSTALL VTR'S, EXHAUST FANS, AND FLUES -A MINIMUM 5'-0"- FROM PARAPET OR OUTSIDE- WALL AND 10'-0" FROM EQUIPMENT WITH AN OUTSIDE AIR INTAKE. 12. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND SPEED CONTROLS SHALL BE MOUNTED 43 INCHES ABOVE THE FLOOR FOR ADA ACCESSIBILITY. 13. PROVIDE A COMPLETE TEST AND BALANCE FOR HVAC SYSTEM. TEST TO BE PERFORMED BY LAND LORD APPROVED TEST AND BALANCE COMPANY. AIR BALANCE SHALL BE WITHIN 10% OF SCHEDULED AIRFLOWS. 14. PROVIDE SHEET METAL COLLAR WHERE DUCTWORK PENETRATES DEMISING WALL., 15. EXISTING DUCTWORK MAY BE REUSED IF IN GOOD WORKING CONDITION AND NET FREE AREA EQUALS OR EXCEEDS THAT INDICATED ON THE DRAWING. CONSULT LISTED ENGINEER FOR QUESTIONABLE DUCTWORK SIZES. DEMOLITION NOTES REMOVE ALL EXISTING EQUIPMENT AND ASSOCIATED DUCTWORK, AIR DEVICES AN CONTROLS NOT BEING REUSED PER PLANS. CAP OFF AND REMOVE ALL DWV AND WATER PIPING NOT BEING REUSED. COORDINATE ALL DEMOLITION WITH LANDLORD. KEYNOTES 15.100 RELOCATE EXISTING THERMOSTAT. MOUNT 43" A.F.F. COORDINATE AS REQUIRED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15.105 CONNECT TO EXISTING SUPPLY/RETURN DUCTWORK INDICATED. FIELD VERIFY SIZE AND LOCATION. 15.108 REFURBISH AND RE—BALANCE EXISTING INDOOR AIR HANDLING UNIT AS DESCRIBED ON SCHEDULE. REF SHEET M2. DUCT MOUNTED SUPPLY AND RETURN SMOKE DETECTORS ARE EXISTING. INTERLOCK WITH BUILDING FIRE ALARM SYSTEM IS EXISTING. VERIFY CONDITION OF UNIT SMOKE DETECTORS AND MAKE REPAIRS AS REQUIRED. VERIFY INTERLOCK WITH BUILDING FIRE ALARM SYSTEM AND MAKE CONNECTIONS AS REQUIRED. 15.110 CONNECT NEW EXHAUST DUCT TO EXISTING EXHAUST DUCT THROUGH ROOF IN THIS AREA. ` FIELD VERIFY SYSTEM TYPE, SIZE, AND COORDINATE WITH LANDLORD AS REQUIRED. 15.1 1 1 EXISTING 10"O OUTSIDE AIR DUCT. FIELD VERIFY SIZE AND LOCATION. FIELD LOCATE EXISTING CONDENSING UNIT ON ROOF. REPLACE WITH NEW CU -1 IN SAME LOCATION AS SCHEDULED. REFERENCE LANDLORD ROOFING REQUIREMENTS ON - THIS SHEET. FILE COPY Plerrmit No. in Plan revlew approval is subjecttoe and oons. Approval of construction documents does not authorize Me violation of any adopted code . or mance. Receipt of approved and Is acknowledget REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. PCO 'E: f^visions will require a new plan submittal and may include additional plan review fees. City tfIbtcwlla BUILDING DIVISION REVISION N4:1 1''113-0 I S RECEIVED CITY OF TUKWILA MAR- 2 5 2013 PERMIT CENTER HENDERSON ENGINEERSN EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hel-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 UO co CC Z CC O • W J 111•A THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the onginal, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or other instruments psed for any part of this Project which do not bear the Architects seal. The Architects services are undertaken onty in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. failure to review and integrate the design intent of the whole of the Construction Documents does not relieve -the Contractor from providing a complete Project. COMPLY WITH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDDIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes' acceptance of thattork and assumption of responsibility for satisfactory installation. DIIENSIONS SHINN are to finish face of a material unless otherwise indicated, CN.CWITE & MEASURE do as- DO NOT SCE dmrings rales devise riwdet. pro e ctnumbe_r 12007.042 drawingis PERMIT/LANDLORD/BID drawingre No. Description: nuance 01.04.13 visions Date: / \ LANDLORD COMMENTS 01.16.13 A FIELD CHANGES 03.08.13 profession alseal MECHANICAL FLOOR PLAN r a w i n g n u m b e r PR❑JECT DESIGN C❑NDITI❑NS UTSIDE AIR REQUIREMENTS SPACE SERVED SUMMER MAXIMUM TEMPERATURE SUMMER MAXIMUM RH % WINTER MINIMUM TEMPERATURE WINTER MINIMUM RH% ACTUAL OUTSIDE AIR (CFM PER UNIT) OUTSIDE AIR 80.1 26% OF 20% CFM PER PERSON SALES FLOOR 72F CFM REQD. NA 72F NA EAT (DB) STORAGE 72F YORK NA 72F NA SALES FLOOR TOILET 72F NA 72F NA 23 174 -- 400 A -H NOTES: A. REFURBISH INDOOR AIR HANDLING UNIT: CLEAN CABINET, FAN WHEEL, COOLING COIL, CONDENSATE PAN AND DRAIN, AND HEATING COILS. INSPECT PANELS AND SEALING OF UNIT AGAINST LEAKAGE, ADJUST FAN MOTOR, BELT, BEARINGS, AND WHEELS, REPLACE COMPONENTS AS REQUIRED, REPLACE FILTERS, TEST FOR COOLING/HEATING SYSTEM LEAKS AND REPAIR AS REQUIRED, VERIFY ALL ELECTRICAL CONNECTIONS AND REPAIR AS REQUIRED. B. PROPERLY CLEAN AND FLUSH EXISTINGI CO L, LINE SETS, AND ALL OTHER COMPONENTS IN CONTACT WITH REFRIGRANT THAT ARE BEING REUSED. FURNISH AND INSTALL ALL REQUIRED COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS TO MAKE A FULLY FUNCTIONAL AND COMPLETE SYSTEM. FLUSH WITH PRO -FLUSH HVAC FLUSHING SOLVENT OR A SIMILAR SOLVENT FORMULATED FOR REFITTING R22 SYSTEMS TO R410A. C. R22 REFRIGERANT FROM EXISTING SYSTEM SHALL BE REMOVED WITH A CERTIFIED RECOVERY MACHINE IN ACCORDANCE WITH FEDERAL AND LOCAL STANDARDS. D. REPLACE EXISTING LINE -SETS AS REQUIRED. E. REPLACE EXISTING THERMAL EXPANSION VALVES TO MATCH NEW CONDENSING UNIT. F. REBALANCE AIR HANDLING UNIT SUPPLY FAN AND OUTDOOR AIR INTAKE TO VOLUMES INDICATED. G. EXISTING UNIT HEATING COIL, MCA, AND MOCP HAVE NOT BEEN VERIFIED. CONTRACTOR SHALL EVALUATE EXISTING UNIT ELECTRICAL REQUIREMENTS AND REPLACE BREAKERS AND WIRING AS REQUIRED. H. SMOKE DETECTORS IN SUPPLY AND RETURN DUCT ARE EXISTING. CONTRACTOR SHALL VERIFY CONDITION OF EXISTING SMOKE DETECTORS AND REPLACE AS REQUIRED. CONTRACTOR SHALL VERIFY EXISTING SMOKE DETECTOR INTERLOCK WITH AIR HANDLING UNIT AND MAKE REPAIRS AS REQUIRED. SALES ALCOVE A PARALLEL TO STRUCTURE SUPPORT PER MANUFACTURERS RECOMMENDATIONS OR. ON PRE -FABRICATED, SUPPORT RAILS--� STRUCTURE CONDENSING UNIT / EXISTING REFRIGERATION PIPE AND PENETRATION. RE -PIPE AS REQUIRED FOR NEW CONDENSING UNIT. SEAL ALL �1- ROOF PENETRATIONS WATER TIGHT. 6" JOIST-� EXISTING OUTSIDE AIR DUCT FLEXIBLE CONNECTORS (TYP) REFRIGERANT LINES OPTIONAL ROUTING IN CONCEALED AREAS ANGLE OR UNISTRUT ROUND SUPPLY AIR DUCT PERPENDICULAR TO STRUCTURE BOTTOM OF STRUCTURE TWIST STRAP 16 GA. GALV. STEEL BAND (2" WIDE) ROUND DUCT NOTES: BOLT AND NUT (MAX. 36"0) SUPPLY AIR DUCT SHEET METAL SCREW (MAX. 24"95) EXISTING CONDENSATE DRAIN PAN - FASTENER TYPES NOTES: �AUXILIARY CONDENSATE DRAIN RE: PLUMBING DRAWINGS CONDENSATE DRAIN AND P -TRAP RE: PLUMBING DRAWINGS 1. ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. FASTENER LOADS MUST BE HUNG WITHIN 6" OF PANEL POINTS DETAIL WITH CONDENSING UNIT ON ROOF 1. FOR DUCTS LARGER THAN 36"0, USE TWO HANGER RODS, WIRES OR STRAPS TO SUPPORT DUCT FROM EACH SIDE. ROUND DUCT SUPPORT DETAIL NO SCALE ALLOWABLE ANCHOR ZONE FINISHED SLAB NO PENETRATION ZONES FOR HANGER ATTACHMENTS NOTES: EQ EQ HANGER STRAP SEE NOTE 1� 1" MIN. - METALLIC OR NON-METALLIC BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED, WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION FOIL TAPE AT / •• INSULATION JOINT NO PENETRATION ZONES FOR HANGER ATTACHMENTS SEE NOTE 1 INSULATED DUCT PRE -INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METALLIC OR NON-METALLIC BAND (TYPICAL) CEILING DIFFUSER WITH VOLUME DAMPER, FIRE DAMPER OR COMBINATION VOLUME/FIRE DAMPER AS SCHEDULED 1111,1 11111111-1EM ISMIONME �� Ill�l Illi ;I�III!�m Iq SHEET METAL SCREWS SEE NOTE 2. (TYP) FOR FIRE RATED CEILINGS, PROVIDE FIRE RATED JACKET TO COMPLETELY COVER DIFFUSER CONE. SEAL FOIL TO CONE WITH FIBER REINFORCED TAPE. PROVIDE 1" THICK, R-6 FIBERGLASS INSULATION TO COMPLETELY COVER DIFFUSER CONE WHERE SCHEDULED OF SPECIFIED. REMOVE NOTE(S) FOR FIRE JACKET AND/OR CONE INSULATION IF NOT APPLICABLE TO PROJECT. CEILING SEE NOTE, 2. 1. USE THREADED ROD FOR ALL DUCTS LARGER THAN 60" WIDE. 2. SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND LOOPS UNDER ENTIRE DUCT. NOTES: 1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5'-0". PROVIDE RIGID 90° ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5'-0" LENGTH LIMITATION. 2. PROVIDE RIGID ROUND -TO -OVAL TRANSITION WHEN PLENUM HAS OVAL CONNECTION. RECTANGULAR DUCT SUPPORT CONCRETE DECK DETAIL NO SCALE PROVIDE 1/2" THICK INSULATION INTERNAL TO SLOT OR FOIL BACKED MINERAL WOOL INSULATION EXTERNAL TO SLOT; SEAL FOIL TO SLOT WITH FIBER REINFORCED FOIL BACKED TAPE t T -BAR ARRANGEMENT PER SCHEDULE WITH GRID FURNISHED AND INSTALLED BY OTHERS - LAY -IN AND SLOT TYPE CEILING DIFFUSER DETAIL NO SCALE UTSIDE AIR REQUIREMENTS CONDENSING AREA PURPOSE GROSS FLOOR AREA OUTSIDE AIR REQUIREMENTS PER IMG 2009 TABLE 403.3 SYSTEM NUMBER ACTUAL OUTSIDE AIR (CFM PER UNIT) HEATING COIL MIN. 0/A CFM (SQ. FT) CFM PER SQ. FT CFM REQD. CFM PER PERSON PEOPLE PER 1000 SQ. FT NO. OF PEOPLE CFM REQD. EXHAUST CFM MIN. OUT. (MBH) NOMINAL (KW) EAT (DB) LAT (DB) AHU 1 YORK RTU 1 500 7.5 SALES FLOOR 1,545 0.12 185 7.5 15 23 174 -- 400 A -H NOTES: A. REFURBISH INDOOR AIR HANDLING UNIT: CLEAN CABINET, FAN WHEEL, COOLING COIL, CONDENSATE PAN AND DRAIN, AND HEATING COILS. INSPECT PANELS AND SEALING OF UNIT AGAINST LEAKAGE, ADJUST FAN MOTOR, BELT, BEARINGS, AND WHEELS, REPLACE COMPONENTS AS REQUIRED, REPLACE FILTERS, TEST FOR COOLING/HEATING SYSTEM LEAKS AND REPAIR AS REQUIRED, VERIFY ALL ELECTRICAL CONNECTIONS AND REPAIR AS REQUIRED. B. PROPERLY CLEAN AND FLUSH EXISTINGI CO L, LINE SETS, AND ALL OTHER COMPONENTS IN CONTACT WITH REFRIGRANT THAT ARE BEING REUSED. FURNISH AND INSTALL ALL REQUIRED COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS TO MAKE A FULLY FUNCTIONAL AND COMPLETE SYSTEM. FLUSH WITH PRO -FLUSH HVAC FLUSHING SOLVENT OR A SIMILAR SOLVENT FORMULATED FOR REFITTING R22 SYSTEMS TO R410A. C. R22 REFRIGERANT FROM EXISTING SYSTEM SHALL BE REMOVED WITH A CERTIFIED RECOVERY MACHINE IN ACCORDANCE WITH FEDERAL AND LOCAL STANDARDS. D. REPLACE EXISTING LINE -SETS AS REQUIRED. E. REPLACE EXISTING THERMAL EXPANSION VALVES TO MATCH NEW CONDENSING UNIT. F. REBALANCE AIR HANDLING UNIT SUPPLY FAN AND OUTDOOR AIR INTAKE TO VOLUMES INDICATED. G. EXISTING UNIT HEATING COIL, MCA, AND MOCP HAVE NOT BEEN VERIFIED. CONTRACTOR SHALL EVALUATE EXISTING UNIT ELECTRICAL REQUIREMENTS AND REPLACE BREAKERS AND WIRING AS REQUIRED. H. SMOKE DETECTORS IN SUPPLY AND RETURN DUCT ARE EXISTING. CONTRACTOR SHALL VERIFY CONDITION OF EXISTING SMOKE DETECTORS AND REPLACE AS REQUIRED. CONTRACTOR SHALL VERIFY EXISTING SMOKE DETECTOR INTERLOCK WITH AIR HANDLING UNIT AND MAKE REPAIRS AS REQUIRED. SALES ALCOVE 99 0.12 12 7.5 15 1 11 -- A. PROVIDE LOW AMBIENT CONTROL TO 40° F. B. COORDINATE WITH THE MANUFACTURER THE HORIZONTAL AND VERTICAL REFRIGERANT PIPE ROUTING TO DETERMINE PIPE SIZES FOR THE REFRIGERANT PIPING. MANUFACTURER SHALL PROVIDE DETAILED REFRIGERANT PIPING DIAGRAMS INCLUDING DIMENSIONAL DATA FOR ALL REFRIGERANT PIPING DEVICES. THE MANUFACTURER SHALL SIZE AND LOCATE STORAGE 75 0.15 11 -- -- -- -- -- TOILET 74 -- -- -- -- -- -- 75 TOTAL = 500 SUB TOTALS = 208 185 75 NOMINAL REQUIRED OUTSIDE AIR = 393 DISRTIBUTION EFFECTIVENESS= 0.8 TOTAL OUTSIDE AIR REQUIRED= 492 SUPPORT PER MANUFACTURERS RECOMMENDATIONS OR. ON PRE -FABRICATED, SUPPORT RAILS--� STRUCTURE CONDENSING UNIT / EXISTING REFRIGERATION PIPE AND PENETRATION. RE -PIPE AS REQUIRED FOR NEW CONDENSING UNIT. SEAL ALL �1- ROOF PENETRATIONS WATER TIGHT. 6" JOIST-� EXISTING OUTSIDE AIR DUCT FLEXIBLE CONNECTORS (TYP) REFRIGERANT LINES OPTIONAL ROUTING IN CONCEALED AREAS ANGLE OR UNISTRUT ROUND SUPPLY AIR DUCT PERPENDICULAR TO STRUCTURE BOTTOM OF STRUCTURE TWIST STRAP 16 GA. GALV. STEEL BAND (2" WIDE) ROUND DUCT NOTES: BOLT AND NUT (MAX. 36"0) SUPPLY AIR DUCT SHEET METAL SCREW (MAX. 24"95) EXISTING CONDENSATE DRAIN PAN - FASTENER TYPES NOTES: �AUXILIARY CONDENSATE DRAIN RE: PLUMBING DRAWINGS CONDENSATE DRAIN AND P -TRAP RE: PLUMBING DRAWINGS 1. ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. FASTENER LOADS MUST BE HUNG WITHIN 6" OF PANEL POINTS DETAIL WITH CONDENSING UNIT ON ROOF 1. FOR DUCTS LARGER THAN 36"0, USE TWO HANGER RODS, WIRES OR STRAPS TO SUPPORT DUCT FROM EACH SIDE. ROUND DUCT SUPPORT DETAIL NO SCALE ALLOWABLE ANCHOR ZONE FINISHED SLAB NO PENETRATION ZONES FOR HANGER ATTACHMENTS NOTES: EQ EQ HANGER STRAP SEE NOTE 1� 1" MIN. - METALLIC OR NON-METALLIC BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED, WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION FOIL TAPE AT / •• INSULATION JOINT NO PENETRATION ZONES FOR HANGER ATTACHMENTS SEE NOTE 1 INSULATED DUCT PRE -INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METALLIC OR NON-METALLIC BAND (TYPICAL) CEILING DIFFUSER WITH VOLUME DAMPER, FIRE DAMPER OR COMBINATION VOLUME/FIRE DAMPER AS SCHEDULED 1111,1 11111111-1EM ISMIONME �� Ill�l Illi ;I�III!�m Iq SHEET METAL SCREWS SEE NOTE 2. (TYP) FOR FIRE RATED CEILINGS, PROVIDE FIRE RATED JACKET TO COMPLETELY COVER DIFFUSER CONE. SEAL FOIL TO CONE WITH FIBER REINFORCED TAPE. PROVIDE 1" THICK, R-6 FIBERGLASS INSULATION TO COMPLETELY COVER DIFFUSER CONE WHERE SCHEDULED OF SPECIFIED. REMOVE NOTE(S) FOR FIRE JACKET AND/OR CONE INSULATION IF NOT APPLICABLE TO PROJECT. CEILING SEE NOTE, 2. 1. USE THREADED ROD FOR ALL DUCTS LARGER THAN 60" WIDE. 2. SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND LOOPS UNDER ENTIRE DUCT. NOTES: 1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5'-0". PROVIDE RIGID 90° ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5'-0" LENGTH LIMITATION. 2. PROVIDE RIGID ROUND -TO -OVAL TRANSITION WHEN PLENUM HAS OVAL CONNECTION. RECTANGULAR DUCT SUPPORT CONCRETE DECK DETAIL NO SCALE PROVIDE 1/2" THICK INSULATION INTERNAL TO SLOT OR FOIL BACKED MINERAL WOOL INSULATION EXTERNAL TO SLOT; SEAL FOIL TO SLOT WITH FIBER REINFORCED FOIL BACKED TAPE t T -BAR ARRANGEMENT PER SCHEDULE WITH GRID FURNISHED AND INSTALLED BY OTHERS - LAY -IN AND SLOT TYPE CEILING DIFFUSER DETAIL NO SCALE ELECTRI CAL WIRING BY ELECTRICAL CONTRACTOR FAN HOUSING ADJUSTABLE MOUNTING BRACKETS ALL -THREAD ROD TO STRUCTURE EXHAUST DUCT RE: MECHANICAL PLAN BACKDRAFT DAMPER EXISTING IND❑❑R AIR HANDLING UNIT SCHEDULE CONDENSING MARK MANUFACTURER MODEL SUPPLY FAN COOLING COIL HEATING COIL MIN. 0/A CFM VOLT/PHASE MCA (AMPS) MOCP (AMPS) WEIGHT LBS, NOTES CFM NOMINAL TONNAGE REFR. TYPE MIN. OUT. (MBH) NOMINAL (KW) EAT (DB) LAT (DB) AHU 1 YORK FA090C 2,850 7.5 R4100 34.2 10.0 64.8 74.7 500 208/3/60 35.1 40 400 A -H NOTES: A. REFURBISH INDOOR AIR HANDLING UNIT: CLEAN CABINET, FAN WHEEL, COOLING COIL, CONDENSATE PAN AND DRAIN, AND HEATING COILS. INSPECT PANELS AND SEALING OF UNIT AGAINST LEAKAGE, ADJUST FAN MOTOR, BELT, BEARINGS, AND WHEELS, REPLACE COMPONENTS AS REQUIRED, REPLACE FILTERS, TEST FOR COOLING/HEATING SYSTEM LEAKS AND REPAIR AS REQUIRED, VERIFY ALL ELECTRICAL CONNECTIONS AND REPAIR AS REQUIRED. B. PROPERLY CLEAN AND FLUSH EXISTINGI CO L, LINE SETS, AND ALL OTHER COMPONENTS IN CONTACT WITH REFRIGRANT THAT ARE BEING REUSED. FURNISH AND INSTALL ALL REQUIRED COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS TO MAKE A FULLY FUNCTIONAL AND COMPLETE SYSTEM. FLUSH WITH PRO -FLUSH HVAC FLUSHING SOLVENT OR A SIMILAR SOLVENT FORMULATED FOR REFITTING R22 SYSTEMS TO R410A. C. R22 REFRIGERANT FROM EXISTING SYSTEM SHALL BE REMOVED WITH A CERTIFIED RECOVERY MACHINE IN ACCORDANCE WITH FEDERAL AND LOCAL STANDARDS. D. REPLACE EXISTING LINE -SETS AS REQUIRED. E. REPLACE EXISTING THERMAL EXPANSION VALVES TO MATCH NEW CONDENSING UNIT. F. REBALANCE AIR HANDLING UNIT SUPPLY FAN AND OUTDOOR AIR INTAKE TO VOLUMES INDICATED. G. EXISTING UNIT HEATING COIL, MCA, AND MOCP HAVE NOT BEEN VERIFIED. CONTRACTOR SHALL EVALUATE EXISTING UNIT ELECTRICAL REQUIREMENTS AND REPLACE BREAKERS AND WIRING AS REQUIRED. H. SMOKE DETECTORS IN SUPPLY AND RETURN DUCT ARE EXISTING. CONTRACTOR SHALL VERIFY CONDITION OF EXISTING SMOKE DETECTORS AND REPLACE AS REQUIRED. CONTRACTOR SHALL VERIFY EXISTING SMOKE DETECTOR INTERLOCK WITH AIR HANDLING UNIT AND MAKE REPAIRS AS REQUIRED. ELECTRI CAL WIRING BY ELECTRICAL CONTRACTOR FAN HOUSING ADJUSTABLE MOUNTING BRACKETS ALL -THREAD ROD TO STRUCTURE EXHAUST DUCT RE: MECHANICAL PLAN BACKDRAFT DAMPER UNIT SCHEDULE CONDENSING MARK SERVICE MANUFACTURER MODEL REFR. TH (MBH) NOMINAL MIN. NO. EER MCA MOCP V/PH WEIGHT NOTES CEILING DIFFUSER CEILING DIFFUSER CEILING DIFFUSER LAY -IN SURFACE LAY -IN 24" X 10" X 24" X 24" 10" 24" TYPE TONNAGE OF STAGES LBS CU 1 AHU 1 YORK YC090C R410A 84.6 7.5 1 11.2 35.5 45 208/3/60 400 A -H MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: A. PROVIDE LOW AMBIENT CONTROL TO 40° F. B. COORDINATE WITH THE MANUFACTURER THE HORIZONTAL AND VERTICAL REFRIGERANT PIPE ROUTING TO DETERMINE PIPE SIZES FOR THE REFRIGERANT PIPING. MANUFACTURER SHALL PROVIDE DETAILED REFRIGERANT PIPING DIAGRAMS INCLUDING DIMENSIONAL DATA FOR ALL REFRIGERANT PIPING DEVICES. THE MANUFACTURER SHALL SIZE AND LOCATE THE ASSOCIATED REFRIGERANT TRAPS BASED ON THE ACTUAL ROUTING AND PROVIDE OTHER APPURTENANCES TO PROVIDE A FULLY FUNCTIONAL AND OPERATIONAL SYSTEM, COORDINATE WITH THE MANUFACTURER LOCATIONS FOR ALL REFRIGERANT PIPING DEVICES TO MAINTAIN SERVICEABILITY AND ACCESSIBILITY. C. PROVIDE LIQUID LINE FILTER DRYER AND SIGHT GLASS. D. PROVIDE PREFABRICATED EQUIPMENT SUPPORT RAILS SIMILAR TO THYBAR TEMS-1. SECURE UNIT TO RAILS PER LOCAL CODE. E. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. F. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS. G. PROVIDE CONDENSER COIL HAIL GUARDS. H. PROVIDE HARD START KIT. ELECTRI CAL WIRING BY ELECTRICAL CONTRACTOR FAN HOUSING ADJUSTABLE MOUNTING BRACKETS ALL -THREAD ROD TO STRUCTURE EXHAUST DUCT RE: MECHANICAL PLAN BACKDRAFT DAMPER REVIEWED FOR CODE COMPLIANCE APPROVED APR 09 2013 City of Tukwila BUILDING DIVISION FLEX CONNECTOR ISOLATOR BUSHING WITH FLANGED NUT EXHAUST GRILLE PROVIDED WITH EXHAUST FAN CEILING ®NCOESILCAINLGE MOUNTED EXHAUST FAN AIR DEVICE SCHEDULE MARK MARK MANUFACTURER MODEL SERVICE MANUFACTURER MODEL STYLE ` FRAME TYPE FACE SIZE NOTES CD CD1 RG CEILING SUPPLY SUPPLY RETURN TITUS TITUS TITUS TMSA-AA 250 -AA 50F CEILING DIFFUSER CEILING DIFFUSER CEILING DIFFUSER LAY -IN SURFACE LAY -IN 24" X 10" X 24" X 24" 10" 24" A,B,C,D A, B,D,E,F A,B,D GENERAL INFORMATION (ALL DEVICES): 1. CONTRACTOR MUST SELECT SCHEDULED MATERIALS OR APPROVED EQUAL. ACCEPTABLE MANUFACTURERS ARE TITUS, CARNES, AND E.H. PRICE. NOTES: A. ALL ALUMINUM CONSTRUCTION B. BRANCH DUCT SIZE SHALL BE SAME AS DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE; C. DAMPER AT TAKEOFF TO DEVICE. D. STANDARD WHTIE BAKED ENAMEL FINISH. E. SUPPORT DEVICE INDEPENDENT OF DUCTWORK. F. OPPOSED BLADE DAMPER IN NECK. REVIEWED FOR CODE COMPLIANCE APPROVED APR 09 2013 City of Tukwila BUILDING DIVISION FLEX CONNECTOR ISOLATOR BUSHING WITH FLANGED NUT EXHAUST GRILLE PROVIDED WITH EXHAUST FAN CEILING ®NCOESILCAINLGE MOUNTED EXHAUST FAN NOTE: MENGINEERSNHENDERSON EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. ' CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hel-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 no, THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the onginal, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or other instruments psed for any part of this Project which do not bear the Architect s seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WDH all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory, installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated, CkallATE A LEASURE dnr ons - CO NOT SONE drawings wkss otherwise drectet p r o j e c t t i t`1 e J ND Ci)AJ LoLu drIKI -Y 22 �QO44= LJJ ce 1-11 p U �cn 1 CJ cx p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: A LANDLORD COMMENTS 01.1 G. 13 / \ MELD CHANGES 03.08.13 professionalseal MECHANICAL SCHEDULES AND DETAILS d r a w i n g n u m b e r M2 EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL TYPE SONES CFM SP V/PH/HZ WATTS NOTES EF -1 COOK GC -144 CEILING 1.7 75 0.5" 120/1/60 70 A GENERAL INFORMATION (ALL UNITS) 1. CONTRACTOR SHALL CHOOSE A SCHEDULED UNIT OR A COMPARABLE UNIT OF A DIFFERENT MANUFACTURER. 2. CONTRACTOR SHALL PROVIDE A BACKDRAFT DAMPER IN THE DISCHARGE SIDE DUCTWORK OF EACH FAN. 3. SUPPLY FAN WITH MANUFACTURER PROVIDED FAN SPEED CONTROLLER. NOTES: A. SWITCH WITH LIGHTING. NOTE: MENGINEERSNHENDERSON EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. ' CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hel-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 no, THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the onginal, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or other instruments psed for any part of this Project which do not bear the Architect s seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WDH all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory, installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated, CkallATE A LEASURE dnr ons - CO NOT SONE drawings wkss otherwise drectet p r o j e c t t i t`1 e J ND Ci)AJ LoLu drIKI -Y 22 �QO44= LJJ ce 1-11 p U �cn 1 CJ cx p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: A LANDLORD COMMENTS 01.1 G. 13 / \ MELD CHANGES 03.08.13 professionalseal MECHANICAL SCHEDULES AND DETAILS d r a w i n g n u m b e r M2 PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS & DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED 4.0 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 1" WC PRESSURE DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50. PROVIDE FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. OMIT DAMPER AT TAKEOFF FITTING WHEN DAMPER IS LOCATED DOWNSTREAM OF TAKEOFF. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY MODEL RT -250 OR EQUAL BY YOUNG'S REGULATOR CONCEALED, CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1/4" NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE ADJUSTMENT. POSITIVE, DIRECT, TWO—WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE 14" & UNDER 15" THRU 26" 28" THRU 36" 38" THRU 50" 52" THRU 60" DUCT GAUGE 26 24 22 20 18 FITTING GAUGE 24 22 20 20 18 LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY— MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY—MANUFACTURED ROUND DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE (DUCT PRESSURE CLASS 3" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA. 15A FLEXIBLE DUCT LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 88, THERMAFLEX TYPE G—KM, M—KE, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, R-5.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED FULLY EXTENDED AND STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SUPPORT FLEXIBLE DUCT AT MAXIMUM 5 FEET ON CENTER AND WITHIN 6 INCHES OF BENDS. BENDS SHALL NOT EXCEED A CENTERLINE RADIUS OF ONE DUCT DIAMETER. DUCT SAG SHALL NOT EXCEED 1/2 INCH. SUPPORTING MATERIAL IN DIRECT CONTACT WITH THE DUCT SHALL NOT BE LESS THAN 1-1/2 INCHES IN WIDTH. CONNECT FLEXIBLE DUCT TO RIGID METAL DUCT OR AIR DEVICES AS RECOMMENDED BY THE MANUFACTURER. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON—METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL -181B AND MARKED 181B—C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 181B AND MARKED 181B—FX. 15A AIR DEVICES PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL, PRESSURE DROP, THROW, CFM FOR EACH AIR DEVICE, STYLES, BORDERS, ETC. CLEARLY MARKED WITH SPECIFIED EQUIPMENT NUMBER. SUBMIT SAMPLES OF EACH AIR DEVICE AS REQUESTED BY THE ENGINEER. PROVIDE CEILING MOUNTED AIR DEVICES OF LAY—IN OR SURFACE MOUNTED TYPE AS REQUIRED TO BE COMPATIBLE WITH CEILING CONSTRUCTION. PROVIDE CEILING DIFFUSERS AND GRILLES WITH WHITE ENAMEL FINISH UNLESS NOTED OTHERWISE. 15A EXHAUST AIR SYSTEMS PROVIDE CEILING MOUNTED EXHAUST FANS AS SCHEDULED ON THE DRAWINGS, OR EQUAL COOK, GREENHECK, CARNES, TWIN CITY FANS, ACME OR PENNBARRY COMPLETE WITH ISOLATED BLOWER UNIT AND CEILING GRILLE. PROVIDE DISCONNECT SWITCH, BACKDRAFT DAMPER, DISCHARGE DUCT, AND NEOPRENE VIBRATION ISOLATORS WITH ALL—THREAD HANGING RODS. 15A HVAC EQUIPMENT 15A CONDENSING UNITS PROVIDE SPLIT SYSTEM, AIR COOLED CONDENSING UNITS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY TRANE, CARRIER, MCQUAY, LENNOX OR YORK, COMPLETE WITH FACTORY INSTALLED HERMETIC OR SEMI—HERMETIC MOTOR/COMPRESSOR ASSEMBLY WITH INTERNAL SPRING VIBRATION ISOLATION, BUILT—IN THERMAL OVERLOAD PROTECTION, AND CRANKCASE HEATER; TOP DISCHARGE CONDENSER FAN AND MOTOR; LOW AMBIENT HEAD PRESSURE CONTROLS FOR OPERATION TO 40°F; ANTI—SHORT CYCLE TIMERS; TIME DELAY RELAYS; EXTERNAL HIGH AND LOW PRESSURE CUTOUT DEVICES; FULL REFRIGERANT HOLDING CHARGE; FACTORY INSTALLED CONDENSER COIL GUARDS (PVC COATED METAL); AND WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC COATED, HEAVY GAUGE, GALVANIZED STEEL WITH WEATHER—RESISTANT BAKED ENAMEL FINISH. PROVIDE LIQUID LINE DRIER AND REFRIGERANT SIGHT GLASS. PROVIDE A FIVE YEAR GUARANTEE ON THE COMPRESSOR AND REFRIGERANT CIRCUIT, AND A ONE YEAR GUARANTEE ON THE REMAINING COMPONENTS. PROVIDE REFRIGERANT PIPING SIZED AS RECOMMENDED BY EQUIPMENT MANUFACTURER WITH FOAMED PLASTIC INSULATION ON THE SUCTION LINE AS SPECIFIED IN THIS SECTION. PROVIDE PREFABRICATED EQUIPMENT SUPPORT RAILS EQUIVALENT TO THYCURB MODEL TEMS-1 FASTENED SECURELY TO ROOF FOR CONDENSING UNITS ON ROOF. SECURELY ATTACH UNITS TO RAIL. 15A SYSTEM EVACUATION AND CHARGING BLOW OUT REFRIGERATION LINES WITH DRY NITROGEN AT A SUITABLE PRESSURE BEFORE MAKING FINAL CONNECTION AT THE CONDENSING UNIT OR COIL TO ENSURE AGAINST DIRT, SCALE, OR OTHER FOREIGN MATERIAL BEING IN THE LINES. DRAW A VACUUM TO 29" OF MERCURY. BREAK THIS VACUUM BY CHARGING DRY REFRIGERANT GAS INTO THE SYSTEM, RAISING THE PRESSURE TO 0 PSIG. REPEAT THE LATTER TWO STEPS FOR A TRIPLE EVACUATION BEFORE THE FINAL EVACUATION IS STARTED. MAKE FINAL EVACUATION BY REDUCING THE SYSTEM ABSOLUTE PRESSURE TO A MAXIMUM OF 0.5 MILLIMETERS (500 MICRONS) AND ALLOWING THE PUMP TO RUN AT THIS PRESSURE FOR A MINIMUM OF TWO HOURS. REPEAT THE PROPER AMOUNT OF REFRIGERANT CHARGE PER THE MANUFACTURER'S RECOMMENDATIONS. RECORD THE AMOUNT OF REFRIGERANT BY WEIGHT CHARGED INTO THE SYSTEM FOR EACH CIRCUIT RECORDED TO THE NEAREST 1/4 POUND ON TAGS AND ATTACH TAGS TO THE LIQUID LINE NEAR THE CONDENSING UNIT. REFRIGERANT SHALL BE SUPPLIED BY THE HVAC CONTRACTOR. 15A TEMPERATURE CONTROLS 15A GENERAL REQUIREMENTS PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS, CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS, DAMPER MOTORS, AND RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT. CONTROL WIRING SHALL BE SIZED TO ACCOMMODATE THE VOLTAGE DROP ASSOCIATED WITH THE DISTANCE BETWEEN THE CONTROL DEVICE AND THE CONTROLLER. PROVIDE SUPERVISION AND ON—JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING THE ACCEPTANCE OF THE SYSTEM BY THE ARCHITECT/ENGINEER. CORRECT DEFECTS OCCURRING DURING THIS PERIOD AT NO ADDITIONAL COST TO THE OWNER. 15A SEQUENCE OF OPERATION 15A INDOOR AIR HANDLING UNIT CONTROL DURING OCCUPIED HOURS, OPERATE FAN COIL UNIT SUPPLY FAN CONTINUOUSLY AND OPEN OUTDOOR AIR DAMPER TO MAINTAIN MINIMUM VENTILATION. CYCLE STAGE(S) OF DX COOLING AND ELECTRIC HEATING TO MAINTAIN ROOM THERMOSTAT SET POINT (75 DEGREES FAHRENHEIT COOLING, 72 DEGREES FAHRENHEIT HEATING). DUCT MOUNTED SMOKE DETECTORS SHALL SHUTDOWN UNIT UPON ALARM. DURING UNOCCUPIED HOURS, CYCLE THE FAN COIL UNIT SUPPLY FAN AND COOLING. OR HEATING SYSTEM TO MAINTAIN UNOCCUPIED SETBACK TEMPERATURE SET POINTS. OUTDOOR AIR DAMPER SHALL BE CLOSED DURING UNOCCUPIED HOURS. A 15A TENANT RESTROOM EXHAUST FAN CONTROL EXHAUST FAN SHALL BE INTERLOCKED WITH RESPECTIVE RESTROOM LIGHT SWITCH AND BE ENERGIZED WHEN LIGHT SWITCH IS 'ON' AND DE -ENERGIZED WHEN LIGHT SWITCH IS 'OFF'. REVIEWEU'FOR CODE COMPLIANCE APPROVED APR 0 9 2013 REVISION NO:� NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA MAR 2 5 2013 PERMIT CENTER /riHENDERSON ENGINEERSI 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 0 U s O T co Y � s L d O cc Z g. • Lu • h- o 0 N • ai O CD N.Ch H En • W ,— Z � LU DO Q d0' J • CO Wco r 3 O • a O T < THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or other instruments psed for anyy part of this Project which do not bear the Architects seal. The Architects services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of ar' other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to,review and integrate the design intent of the whole of the Construction Documents does not relieve ihe Contractor from providing a complete Project. COMPLY WITH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDRIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of thattork and assumption of responsibility for satisfactory installation. g1ENSIMNs SHOWN are to finish face of a material unless otherwise indicated. =ATE ttATE h IEASIINE dale ons — Ib NOT SCAIf kings unless demise i ncfed p r o j e c t t i t 1 e J (A:41 4‹ J �k w ilipi CO) ()S•.42t IV „ W li).1 ...!'"4 12E.!. c"). 22 !!!:1 1 4 E ---Q zce> W w Q O U� w ce oll„ F--- ::: ,;. 1E2 =Q to 02Q8 c%.) CV p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Dater A LANDLORD COMMENTS 01.16.13 A FIELD CHANGES 03.08.13 professionalseal i n g t i t 1 e MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP2 UUANt J. MtNUtKJUN N 1 Rif ul l III al 11 hili 00 Illtl Iln un Irl 10" CD ii 295 CFM LANDLORD REQUIREMENTS MECHANICAL SYMBOLS HVAC NOTES 1. THE TENANT'S CONTRACTOR SHALL NOT MODIFY, ATTACH TO, OR HANG ANY LOADS FROM THE LANDLORD'S DUCTWORK, WATER LINES, SPRINKLER LINES, CONDUIT, OR BRIDGING. 2. ACCESS TO BUILDING ROOF IS RESTRICTED TO LANDLORD'S PERSONNEL AND LANDLORD'S DESIGNATED CONTRACTORS. NO TENANT CONTRACTOR OR SUBCONTRACTOR WILL BE PERMITTED ON THE ROOF. 3. THE PENETRATION OF THE ROOF DECK AND THE INSTALLATION OF ALL FLASHING AND CURBING FOR TENANT RELATED EQUIPMENT SHALL BE BY LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT TENANT'S EXPENSE. 4. TENANT SHALL USE LANDLORD'S AUTHORIZED CONTRACTOR FOR FIRE ALARM TO THE MALL'S MAIN SYSTEM. 5. TENANT'S CONTRACTOR SHALL NOT DEVIATE FROM APPROVED DRAWINGS AND SPECIFICATIONS WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM TENANT, LANDLORD'S TENANT COORDINATOR, AND THE BUILDING DEPARTMENT AND/OR OTHER GOVERNMENTAL AGENCY. 6. TENANT'S CONTRACTOR SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW—GRADE UTILITIES. ON COMPLETION OF BELOW—GRADE WORK, TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLABON—GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. PIPING HVAC EQUIPMENT & DUCTWORK 1 18"x18" RG — 18"x18" jjr 1 111 rr.7. 111i C 1 ill ! I 0 1 111 1 0 I til 10 I pi u L Jul L........_J 111 L _Jul.._ .. ......... 18"x18" SUPPLY AND RETURN UP TO RTU. TRANSITION TO CURB CONNECTION AS REQUIRED. 11111 1111 ... ''� ph = 10" CD 295 CFM 10" CD 295 CFM It II II j1 RTU li 18"x12" 10" CD 295 CFM 11 lu r SII TYP 10" CD 295 CFM 2 II II II 15.100 .77.1-1-171.1 6"0 OC 8"x8" "SCD 100 CFI' ip6 0 10%woo.- 1 —I 6" CL 1,_...—.. 50 CFM 6"0 HVAC PLAN SCALE: 1 /4"=1'-0" EF 3 1 M2 a`�r lF1 \ ' / 'q 1.1, 15.110 15.108 6" CD 80 CFM CD ACD— RL RD RS HWS —HWRCWS HWR—CWS —CWR— HS — — — —HR— — — — CONDENSATE DRAIN (CD) AUXILIARY CONDENSATE DRAIN (ACD) REFRIGERANT LIQUID (RL) REFRIGERANT DISCHARGE (HOT GAS) (RD) REFRIGERANT SUCTION (RS) HEATING HOT WATER SUPPLY (HWS) HEATING HOT WATER RETURN (HWR) CHILLED WATER SUPPLY (CWS) CHILLED WATER RETURN (CWR) HEAT PUMP SUPPLY (HS) HEAT PUMP RETURN (HR) LPS LOW PRESSURE STEAM SUPPLY (LPS) —LPC— — LOW PRESSURE STEAM CONDENSATE (LPC) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN 1 DIRECTION OF FLOW rill BALL VALVE D4G CONTROL VALVE THREE—WAY CONTROL VALVE SHUTOFF VALVE fV CHECK VALVE BALANCING VALVE WITH PRESSURE PORTS TRIPLE DUTY VALVE WITH PRESSURE PORTS WATER METER Hyl STRAINER SOLENOID VALVE 4 PRESSURE GAUGE 1 '3 101 THERMOMETER PRESSURE AND TEMPERATURE TEST PLUG UNION FLANGE CONNECTION ELBOW UP ELBOW DOWN TEE UP TEE DOWN REDUCER NOTE. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. Ig Jr N IN �N Jr NI IrA "G 6=1-1g L RD EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQU,FFMENT TO BE REMOVED BRANCH DUCT WITH 45' RECTANGLE—ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD -1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) FIRE DAMPER FIRE SMOKE DAMPER SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BACKDRAFT DAMPER CO2 HS PS SP TS CARBON DIOXIDE SENSOR HUMIDITY SENSOR PULL STATION STATIC PRESSURE SENSOR TEMPERATURE SENSOR O HUMIDISTAT O THERMOSTAT ANNOTATION ABBREVIATIONS AFF BAS BD CFM DDC DX EA FFA FFB GPM IN WC MAX MBH ABOVE FINISHED FLOOR BUILDING AUTOMATION SYSTEM BACKDRAFT DAMPER CUBIC FEET PER MINUTE DIRECT DIGITAL CONTROL DIRECT EXPANSION EXHAUST AIR FROM FLOOR ABOVE FROM FLOOR BELOW GALLONS PER MINUTE INCHES OF WATER COLUMN MAXIMUM 1000 BTU PER HOUR MC MIN NC OA RA SA SD TFA TFB TYP UNO W/ W/O MECHANICAL CONTRACTOR MINIMUM NOISE CRITERIA OUTSIDE AIR RETURN AIR SUPPLY AIR SMOKE DUCT DETECTOR TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNLESS NOTED OTHERWISE WITH WITHOUT (15.100) MECHANICAL PLAN CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO . EXISTIN'( DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. 2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 3. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR. 4. DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. 5. DUCT SIZES ARE INSIDE CLEAR DIMENSIONS. IF DUCT LINING IS REQUIRED INCREASE DUCT SIZE TO MAINTAIN ORIGINAL INSIDE DIMENSIONS. 6. ALL DUCTWORK SHALL BE GALVANIZED SHEET—METAL, DESIGNED, SHOP FABRICATED AND INSTALLED TO SMACNA STANDARDS. DUCTBOARD IS NOT PERMITTED. 7. TYPICAL BRANCH FITTING DETAILS ARE APPLICABLE THROUGHOUT. 8. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. LOCATE DAMPERS A MINIMUM 4'-0" AWAY FROM DIFFUSERS. PROVIDE ACCESS DOORS AS REQUIRED. 9. PROVIDE FIRE SEAL WHERE PIPING AND DUCTWORK PENETRATE FIRE RATED ASSEMBLY. 10. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 11. INSTALL VTR'S, EXHAUST FANS, AND FLUES A MINIMUM 5'-0" FROM PARAPET OR OUTSIDE WALL AND 10'-0" FROM EQUIPMENT WITH AN OUTSIDE AIR INTAKE. 12. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND SPEED CONTROLS SHALL BE MOUNTED 43 INCHES ABOVE THE FLOOR FOR ADA ACCESSIBILITY. 13. PROVIDE A COMPLETE TEST AND BALANCE FOR HVAC SYSTEM. TEST TO BE PERFORMED BY LAND LORD APPROVED TEST AND BALANCE COMPANY. AIR BALANCE SHALL BE WITHIN 10% OF SCHEDULED AIRFLOWS. 14. PROVIDE SHEET METAL COLLAR WHERE DUCTWORK PENETRATES DEMISING WALL. 15. EXISTING DUCTWORK MAY BE REUSED IF IN GOOD WORKING CONDITION AND NET FREE AREA EQUALS OR EXCEEDS THAT INDICATED ON THE DRAWING. CONSULT LISTED ENGINEER FOR QUESTIONABLE DUCTWORK SIZES. FILE COPY Pero'mtt i®• pig r view approval is subject to errors and omissions. of construction documents does not auttic za ' ` y �' pt code or ordinance. Receipt t� Liiprovoci Fieldf and conditions is aknowledged: rtiBy Date City Of lbkwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Fsvisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: 0 Mechanical ertlectrical (Numbing Inas Piping City of Tukwila BUS DIVISION, DEMOLITION NOTES REMOVE ALL EXISTING EQUIPMENT AND ASSOCIATED DUCTWORK, AIR DEVICES AN CONTROLS NOT BEING REUSED PER PLANS. CAP OFF AND REMOVE ALL DWV AND WATER PIPING NOT BEING REUSED. COORDINATE ALL DEMOLITION WITH LANDLORD. KEYNOTES 15.100 PROVIDE NEW THERMOSTAT COMPATIBLE WITH RTU CONTROLS. MOUNT 43" A.F.F. COORDINATE AS REQUIRED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15.108 REMOVE EXISTING INDOOR AIR HANDLING UNIT,ASSOCIATED CONDENSER ON ROOF, AND ALL ASSOCIATED DUCTWORK AND DIFFUSERS. REFERENCE LANDLORD REQUIREMENTS ON THIS SHEET. 15.109 PROVIDE NEW RTU. COORDINATE FINAL LOCATION WITH STRUCTURAL AND ARCHITECTURAL DISCIPLINES. REFERENCE LANDLORD REQUIREMENTS ON THIS SHEET. 15.110 CONNECT NEW EXHAUST DUCT TO EXISTING EXHAUST DUCT THROUGH ROOF IN THIS AREA. FIELD VERIFY SYSTEM TYPE, SIZE, AND COORDINATE WITH LANDLORD AS REQUIRED. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER 1113OI5 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS Sc SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 7 IHENDERSON jJENGINEERS� 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL9137425000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for any part of this Project which do not bear the Architect's seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the landlord, if applicable, Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDU1ONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment Rem to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. CALCULATE & MEASURE dimensions — DO NOT SCALE drawings unless otherwise directed. p r o j e c t t i t 1 e J �O CIA < ' 12:i CN 00w nce (/), °,2 wQg Q O W ? wr §ceI`LL�J— O w ok c o ) ocD O co v)CJ p r o j e c t n u m b e r 12007.042 d r a w i n g i s s u a n c e PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal d r a j''' i n g MECHANICAL FLOOR PLAN d r a w i n g n u m b e r M1 UUANt J. Y1tNUtKJUN PARALLEL TO STRUCTURE ROOF FASTENER OPTIONAL ROUTING IN CONCEALED AREAS ANGLE OR UNISTRUT ROUND SUPPLY AIR DUCT PERPENDICULAR TO STRUCTURE BOTTOM OF STRUCTURE TWIST STRAP 16 GA. GALV. STEEL BAND (2" WIDE) ROUND DUCT NOTES: 1. FOR DUCTS LARGER THAN 36"0, USE TWO HANGER RODS, TO SUPPORT DUCT FROM EACH SIDE. ROOF \�\ FASTENER WIRES BOLT AND NUT (MAX. 36"0) SHEET METAL SCREW (MAX. 24"0) FASTENER TYPES LOADS MUST BE HUNG WITHIN 6" OF PANEL POINTS OR STRAPS ROUND DUCT SUPPORT DETAIL NO SCALE ALLOWABLE ANCHOR ZONE FINISHED SLAB NO PENETRATION ZONES FOR HANGER ATTACHMENTS NOTES: HANGER HANGER STRAP SEE NOTE 1 1" MIN. NO PENETRATION ZONES FOR HANGER ATTACHMENTS 60" MAX SHEET METAL SCREWS SEE NOTE 2. (TYP) 1. USE THREADED ROD FOR ALL DUCTS LARGER THAN 60" WIDE. PR I JECT DESIGN C I NDITI❑NS FT UNIT SCHEDULE (ELECTRIC HEAT) R❑ I SUMMER MAXIMUM RH % MARK MANUFACTURER MODEL NOMINAL TONNAGE SUPPLY FAN COOLING COIL 20% HEATING COIL MIN 0/A CFM MIN. EER MCA MOCP V/PH DISC. TYPE WEIGHT LBS NOTES CFM MAX HP ESP (IN) REFR. TYPE TH (MBH) SH (MBH) EAT LAT LAT (DB) MIN. OUT. (MBH) NOM. INPUT (KW) DB WB DB WB RTU 1 CARRIER 50HCA06 5 2,000 1.2 0.7 R410A 67.75 67.75 83 62 51 50 82 55 16 500 12.5 63.4 70 208/3 FLA 716 ALL MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: A. PROVIDE 100% OUTDOOR AIR DRY-BULB ECONOMIZER WITH BAROMETRIC RELIEF DAMPER. B. EQUIPMENT SIZED FOR 90 °F AMBIENT TEMPERATURE. C. PROVIDE 2", 30% EFFICIENT PLEATED THROWAWAY AIR FILTERS. D. SPECIFIED FAN ESP ACCOUNTS FOR DUCT LOSSES EXTERNAL TO UNIT. E. PROVIDE MANUFACTURER'S STANDARD INSULATED ROOF CURB WITH MINIMUM HEIGHT OF 14". F. PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTAT WITH STAGED HEATING AND COOLING CAPABILITY AS REQUIRED FOR OPERATION OF AUXILIARY HEATING, COOLING AND ECONOMIZER CONTROLS. G. PROVIDE FACTORY INSTALLED SMOKE DETECTORS IN RETURN AIR UNIT PLENUM. H. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. I. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT. J. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS. K. PROVIDE MANUFACTURER'S STANDARD DIRECT DRIVE INDOOR FAN MOTOR. L. PROVIDE DUPLEX RECEPTACLE MOUNTED ON UNIT FOR FIELD WIRING. M. COOLING COIL LAT IS LEAVING AIR TEMPERATURE OF COIL. N. PROVIDE FACTORY INSTALLED LOUVERED HAIL GUARD. 0. FIELD INSTALL MANUFACTUERER PROVIDED HEATER TO MEET OR EXCEED SCHEDULED MINIMUM MBH OUTPUT. NOMINAL KW IS BASED ON LISTED MANUFACTURER'S STANDARD PRODUCT. COORDINATE EQUIPMENT POWER SUPPLY WITH ELECTRICAL CONTRACTOR IF DIFFERENT FROM THAT SCHEDULED. PR I JECT DESIGN C I NDITI❑NS SPACE SERVED SUMMER MAXIMUM TEMPERATURE SUMMER MAXIMUM RH % WINTER MINIMUM TEMPERATURE WINTER MINIMUM RH% OUTSIDE AIR 90F 26% OF 20% SALES FLOOR 72F 50% 72F NA STORAGE 72F 50% 72F NA TOILET 72F NA 72F 35% 23 174 -- ❑UTSIDE AIR REQUIREMENTS AREA PURPOSE GROSS FLOOR AREA OUTSIDE AIR REQUIREMENTS PER IMC 2009 TABLE 403.3 SYSTEM NUMBER ACTUAL OUTSIDE AIR (CFM PER UNIT) FRAME TYPE (SQ. FT) CFM PER SQ. FT CFM REQD. CFM PER PERSON PEOPLE PER 1000 SQ. FT NO. OF PEOPLE CFM REQD. EXHAUST CFM 24" X 24" 10" X 10" 24" X 24" A,B,C,D A,B,D,E,F A,B,D GENERAL INFORMATION (ALL DEVICES): 1. CONTRACTOR MUST SELECT SCHEDULED MATERIALS OR APPROVED EQUAL. ACCEPTABLE MANUFACTURERS ARE TITUS, CARNES, AND E.H. PRICE. NOTES: A. ALL ALUMINUM CONSTRUCTION B. BRANCH DUCT SIZE SHALL BE SAME AS DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. C. DAMPER AT TAKEOFF TO DEVICE. D. STANDARD WHTIE BAKED ENAMEL FINISH. E. SUPPORT DEVICE INDEPENDENT OF DUCTWORK. F. OPPOSED BLADE DAMPER IN NECK. RTU 1 500 SALES FLOOR 1,545 0.12 185 7.5 15 23 174 -- SALES ALCOVE 99 0.12 12 7.5 15 1 11 -- STORAGE 75 0.15 11 -- -- -- -- -- TOILET 74 -- -- -- -- -- -- 75 TOTAL = 500 SUB TOTALS = 208 185 75 NOMINAL REQUIRED OUTSIDE AIR = 393 DISRTIBUTION EFFECTIVENESS= 0.8 TOTAL OUTSIDE AIR REQUIRED= 492 METALLIC OR NON-METALLIC BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED, WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION FOIL TAPE AT, / INSULATION JOINT SEE NOTE 1. PRE -INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METALLIC OR NON-METALLIC BAND (TYPICAL) CEILING DIFFUSER WITH VOLUME DAMPER, FIRE DAMPER OR COMBINATION VOLUME/FIRE DAMPER AS SCHEDULED 2. SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND LOOPS UNDER ENTIRE DUCT. RECTANGULAR DUCT SUPPORT CONCRETE DECK DETAIL NO SCALE CEILING INSULATED DUCT -1 FOR FIRE RATED CEILINGS, PROVIDE FIRE RATED JACKET TO COMPLETELY COVER DIFFUSER CONE. SEAL FOIL TO CONE WITH FIBER REINFORCED TAPE. - PROVIDE 1" THICK, R-6 FIBERGLASS INSULATION TO COMPLETELY COVER DIFFUSER CONE WHERE SCHEDULED OF SPECIFIED. n llill1111I I IS I I I I I I I I 111 11 E REMOVE NOTE(S) FOR FIRE JACKET AND/OR CONE INSULATION IF NOT APPLICABLE TO PROJECT. SEE NOTE 2. PROVIDE 1 /2" THICK INSULATION INTERNAL TO SLOT OR FOIL BACKED MINERAL WOOL INSULATION EXTERNAL TO SLOT; SEAL FOIL TO SLOT WITH FIBER REINFORCED FOIL BACKED TAPE T -BAR ARRANGEMENT PER SCHEDULE WITH GRID FURNISHED AND INSTALLED BY OTHERS NOTES: 1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5'-0". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5'-0" LENGTH LIMITATION. 2. PROVIDE RIGID ROUND -TO -OVAL TRANSITION WHEN PLENUM HAS OVAL CONNECTION. LAY -IN AND SLOT TYPE CEILING DIFFUSER DETAIL NO SCALE ELECTRICAL WIRING BY ELECTRICAL CONTRACTOR FAN HOUSING ADJUSTABLE MOUNTING BRACKETS ALL -THREAD ROD TO STRUCTURE EXHAUST DUCT RE: MECHANICAL PLAN BACKDRAFT DAMPER SECURE ANCHOR STRAPS TO CURB WITH STAINLESS STEEL SCREWS FLEX CONNECTOR ISOLATOR BUSHING WITH FLANGED NUT \-CEILING EXHAUST GRILLE PROVIDED WITH EXHAUST FAN CEILING MOUNTED EXHAUST FAN NO SCALE CURB HEIGHT AS SPECIFIED AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER MODEL STYLE FRAME TYPE FACE SIZE NOTES CD CD1 RG SUPPLY SUPPLY RETURN TITUS TITUS TITUS TMSA-M 250 -AA 50F CEILING DIFFUSER CEILING DIFFUSER CEILING DIFFUSER LAY -IN SURFACE LAY -IN 24" X 24" 10" X 10" 24" X 24" A,B,C,D A,B,D,E,F A,B,D GENERAL INFORMATION (ALL DEVICES): 1. CONTRACTOR MUST SELECT SCHEDULED MATERIALS OR APPROVED EQUAL. ACCEPTABLE MANUFACTURERS ARE TITUS, CARNES, AND E.H. PRICE. NOTES: A. ALL ALUMINUM CONSTRUCTION B. BRANCH DUCT SIZE SHALL BE SAME AS DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. C. DAMPER AT TAKEOFF TO DEVICE. D. STANDARD WHTIE BAKED ENAMEL FINISH. E. SUPPORT DEVICE INDEPENDENT OF DUCTWORK. F. OPPOSED BLADE DAMPER IN NECK. DUCT ROOFTOP UNIT SEALING MATERIAL SHEET METAL FLASHING RECEIVER WOOD NAILER - OMIT WHERE NOT ALLOWED BY LOCAL BUILDING CODE HIGH -DOMED, CAPPED, GASKETED FASTENERS (APPROX. 18" O.C. AND MINIMUM TWO FASTENERS PER SIDE) 1' , 22 GA. ANCHOR STRAP NEAR EACH CORNER (MIN. 4 REQUIRED) -ROOFTOP UNIT BASE RAIL SHEET METAL COUNTERFLASHING FILL ENTIRE CURB SPACE, ALTERNATING LAYERS OF 2", 3# DENSITY, RIGID, ACOUSTICAL FIBER BOARD AND 5/8" SHEETROCK. EXTENSION OF FIELD PLIES ABOVE HEAD OF CANT (NOT SHOWN FOR CLARITY) SPECIFIED MEMBRANE BASE FLASHING APPROX. 1 ,- SPECIFIED ROOF MEMBRANE 4" �COVERBOARD INSULATION .,..• . l. ___ X ----�A, 00� THERMAL INSULATION nr, ti ROOF DECK L ___\I CAULK OPENING \ AROUND DUCT RT WITH NET WEIGHT UNDER 1,000 LBS MAY BEAR ON METAL DECK FOR RTU WITH NET WEIGHT OVER 1,000 LBS CURB SHALL BEAR ON STEEL FRAMING FRAME CURB AND DECKING WITH STEEL ANGLE. COORDINATE WITH STRUCTURAL ENGINEER. LOOP ANCHOR STRAP AND BOLT TO STEEL SUPPORT NOTES: 1. CUT METAL DECKING TO ALLOW CURB INSTALLATION ON STEEL FRAMING. AFTER CURB IS SET IN PLACE, TRIM REMAINING METAL DECKING AND INSTALL WITHIN CURB. TACK WELD DECKING TO SUPPORT STEEL. DO NOT WELD INTERIOR DECKING TO ROOF CURB. PROVIDE ADDITIONAL CROSS FRAMING TO SUPPORT INTERIOR DECKING AND FILL MATERIAL AS REQUIRED. 2. LOCATE ANCHOR STRAPS NEAR EACH OF FOUR UNIT CORNER POINTS. SECURE STRAPS TO JOISTS OR FRAMING ANGLE. KEEP STRAP AS TIGHT AS POSSIBLE. ANCHORED ROOF CURB DETAIL NO SCALE M13Dl5 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City ofTukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER ROOFTOP HVAC UNIT EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL TYPE SONES CFM SP V/PH/HZ WATTS NOTES EF -1 COOK GC -144 CEILING 1.7 75 0.5" 120/1/60 70 A GENERAL INFORMATION (ALL UNITS) 1. CONTRACTOR SHALL CHOOSE A SCHEDULED UNIT OR A COMPARABLE UNIT OF A DIFFERENT MANUFACTURER. 2. CONTRACTOR SHALL PROVIDE A BACKDRAFT DAMPER IN THE DISCHARGE SIDE DUCTWORK OF EACH FAN. 3. SUPPLY FAN WITH MANUFACTURER PROVIDED FAN SPEED CONTROLLER. NOTES: A. SWITCH WITH LIGHTING. SEALING MATERIAL SHEET METAL FLASHING RECEIVER WOOD NAILER - OMIT WHERE NOT ALLOWED BY LOCAL BUILDING CODE HIGH -DOMED, CAPPED, GASKETED FASTENERS (APPROX. 18" O.C. AND MINIMUM TWO FASTENERS PER SIDE) 1' , 22 GA. ANCHOR STRAP NEAR EACH CORNER (MIN. 4 REQUIRED) -ROOFTOP UNIT BASE RAIL SHEET METAL COUNTERFLASHING FILL ENTIRE CURB SPACE, ALTERNATING LAYERS OF 2", 3# DENSITY, RIGID, ACOUSTICAL FIBER BOARD AND 5/8" SHEETROCK. EXTENSION OF FIELD PLIES ABOVE HEAD OF CANT (NOT SHOWN FOR CLARITY) SPECIFIED MEMBRANE BASE FLASHING APPROX. 1 ,- SPECIFIED ROOF MEMBRANE 4" �COVERBOARD INSULATION .,..• . l. ___ X ----�A, 00� THERMAL INSULATION nr, ti ROOF DECK L ___\I CAULK OPENING \ AROUND DUCT RT WITH NET WEIGHT UNDER 1,000 LBS MAY BEAR ON METAL DECK FOR RTU WITH NET WEIGHT OVER 1,000 LBS CURB SHALL BEAR ON STEEL FRAMING FRAME CURB AND DECKING WITH STEEL ANGLE. COORDINATE WITH STRUCTURAL ENGINEER. LOOP ANCHOR STRAP AND BOLT TO STEEL SUPPORT NOTES: 1. CUT METAL DECKING TO ALLOW CURB INSTALLATION ON STEEL FRAMING. AFTER CURB IS SET IN PLACE, TRIM REMAINING METAL DECKING AND INSTALL WITHIN CURB. TACK WELD DECKING TO SUPPORT STEEL. DO NOT WELD INTERIOR DECKING TO ROOF CURB. PROVIDE ADDITIONAL CROSS FRAMING TO SUPPORT INTERIOR DECKING AND FILL MATERIAL AS REQUIRED. 2. LOCATE ANCHOR STRAPS NEAR EACH OF FOUR UNIT CORNER POINTS. SECURE STRAPS TO JOISTS OR FRAMING ANGLE. KEEP STRAP AS TIGHT AS POSSIBLE. ANCHORED ROOF CURB DETAIL NO SCALE M13Dl5 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City ofTukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER ROOFTOP HVAC UNIT 0 / / RE: ROOF CURB DETAIL 2/M2 RETURN AIR DUCT SUPPLY AIR DUCT CEILING CANVAS CONNECTION (TYPICAL) NOTES: 1. PROVIDE OPENING THROUGH ROOF AND ROOF DECK INSULATION NO LARGER THAN REQUIRED TO ALLOW DUCTS TO PASS THROUGH. REFER TO PLANS FOR DUCT SIZES. TRANSITION AS REQUIRED IN ROOF CURB TO RTU SUPPLY AND RETURN OPENINGS. 2. PROVIDE SLOPED ROOF CURB TO INSTALL ROOFTOP UNIT LEVEL TO ENSURE PROPER DRAINAGE. COORDINATE ROOF SLOPE WITH ARCHITECTURAL. FLASH AND COUNTER FLASH ROOF PENETRATIONS, ETC. TO ENSURE WEATHER TIGHT INSTALLATION. ROOFTOP UNIT WITH DUCTWORK DETAIL NO SCALE NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 1HENDERSON ENGINEERS� 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.coni 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for ally part of this Project which do not bear the Architect's seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WRH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDU1ONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment Rem to Work installed by others constitutes acceptance of thatork and assumption of responsibility for satisfactory installation. DIMMIONS SHOWN are to finish face of a material unless otherwise indicated, CALM & MEASURE dimensions - DO NOT SCALE drawings unless olise directed. p r o j e c t t i t 1 e p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal drawing i'fl I MECHANICAL SCHEDULES AND DETAILS d r a w i n g n u m b e r M 2 DUANE S. HENDERSON 15A: Heating, Ventilating, and Air Conditioning: 15A GENERAL INSTRUCTIONS 15A GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS TH AT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIREDUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST. CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 15A DEFINITIONS FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15A PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A MATERIAL AND WORKMANSHIP PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL. NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15A COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (N FPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 15A PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 15A SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", AND "EQUAL" REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS 'ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3 -RING BINDER. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH MOTOR STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS SENT BY E—MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND ENGINEER'S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. 15A ELECTRONIC DRAWING FILES IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD—ROM DISK, AS DESIRED, FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15A WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15A CUTTING AND PATCHING PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15A ROUGH—IN COORDINATE WITHOUT DELAY ROUGHING—IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15A STRUCTURAL STEEL STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MECHANICAL COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 15A ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. 15A PENETRATIONS SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON—SHRINK, NON—HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRE STOPPINGS. PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATION, WALL OR FLOOR RATING AND INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM. PROVIDE PREFABRICATED ROOF CURBS MANUFACTURED BY CUSTOM CURB, INC., PATE COMPANY, THYCURB OR APPROVED EQUAL. PROVIDE ROOF CURB WITH FACTORY INSTALLED WOOD NAILER; WELDED, 18 GAUGE GALVANIZED STEEL SHELL, BASE PLATE AND FLASHING; 1-1/2" THICK, 3 POUND RIGID INSULATION; -FULLY MITERED 3—INCH RAISED CANT; COVER OF WEATHER—RESISTANT, WEATHER—PROOF MATERIAL AND PIPE COLLAR OF WEATHER—RESISTANT MATERIAL WITH STAINLESS STEEL PIPE CLAMPS. PROVIDE BOX FRAMES FOR RECTANGULAR OPENINGS WELDED 12 GAUGE GALVANIZED STEEL ATTACHED TO FORMS AND OF A MAXIMUM DIMENSION ESTABLISHED BY THE ARCHITECT. NOTIFY THE GENERAL CONTRACTOR OR ARCHITECT BEFORE INSTALLING ANY BOX OPENINGS NOT SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN "WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. 15A AIR FILTERS PROVIDE FARR 30/30, PLEATED, THROWAWAY TYPE FILTERS, OR SIMILAR AS MANUFACTURED BY AMERICAN AIR FILTER, FLANDERS OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. AIR UNITS SHALL HAVE NEW FILTERS INSTALLED WHEN THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD, CONTRACTOR SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT IS STARTED AND REPLACE FILTERS WHEN NEEDED, BUT NOT LESS THAN EVERY MONTH. ON THE DAY OF SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE A NEW SET OF FILTERS IN THE UNIT. • 15A ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A FINAL TESTING AND ADJUSTMENTS PERFORM TEST READINGS ON FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR. PREPARE TESTING AND BALANCING REPORT LOG SHOWING AIR SUPPLY QUANTITIES, AIR ENTERING AND LEAVING TEMPERATURES AND PRESSURES, FAN AND UNIT TEST READINGS, MOTOR VOLTAGE AND AMP DRAWS, ETC., AND SUBMIT SIX COPIES OF THE FINAL COMPILATION OF DATA TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. BALANCE AIR SYSTEMS TO WITHIN PLUS OR MINUS 10 PERCENT FOR TERMINAL DEVICES AND BRANCH LINES AND PLUS OR MINUS 5 PERCENT FOR MAIN DUCTS AND AIR HANDLING EQUIPMENT OF THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. ADJUST EQUIPMENT TO OPERATE AS INTENDED BY THE SPECIFICATION. ALIGN BEARINGS AND REPLACE BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. BALANCE CONTRACTOR SHALL INCLUDE IN THE REPORT ANY IMPROPERLY INSTALLED OR MISSING BALANCING DEVICES THAT WOULD NEGATIVELY IMPACT THE SYSTEM OPERATION. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. CALIBRATE, SET, AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15A EQUIPMENT FURNISHED BY OTHERS PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF COOKING EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS AND/OR DESCRIBED IN THE GENERAL NOTES TO THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND CAPS TO OUTDOORS, DAMPERS, IN—LINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15A MISCELLANEOUS REMODELING WORK REMOVE ALL UNUSED EQUIPMENT, DUCTWORK, PIPING AND ASSOCIATED SUPPORTS. CAP DUCTWORK AND PIPING AT MAINS AND SEAL AIR AND WATER TIGHT. PROVIDE ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. SEAL AIRTIGHT EXISTING DUCTWORK REQUIRED TO BE ABANDONED IN PLACE OR NOT IN USE AT THE TERMINATION OF THE WORK. CAP AND SEAL WEATHERTIGHT EXISTING ROOF CURBS AND ROOF OPENINGS TO BE ABANDONED IN PLACE AS A RESULT OF EQUIPMENT REMOVAL. CLEAN AND REBALANCE EXISTING DUCTWORK, DIFFUSERS, REGISTERS, AND GRILLES INTENDED FOR REUSE AS REQUIRED OR AS INDICATED ON DRAWINGS. CLEAN AND REFURBISH EXISTING HVAC EQUIPMENT INTENDED FOR REUSE AS REQUIRED FOR PROPER OPERATION INCLUDING REPLACEMENT OF FILTERS, BELTS, MOTORS, REMOTE CONTROLS, AND SAFETY INTERLOCKS. 15A BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15A MECHANICAL IDENTIFICATION PROVIDE MANUFACTURER'S STANDARD PRE—PRINTED, SEMI—RIGID SNAP—ON OR PERMANENT ADHESIVE, PRESSURE—SENSITIVE VINYL PIPE MARKERS. COLOR CODE PIPE MARKERS TO COMPLY WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH HVAC PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON—CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH HVAC PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY—FABRICATED EQUIPMENT UNITS, AND SHUT—OFF VALVES AT HVAC TERMINAL DEVICES AND SIMILAR ROUGH—IN CONNECTIONS OF END—USE FIXTURES AND UNITS. PROVIDE MANUFACTURER'S STANDARD LAMINATED PLASTIC, COLOR CODED EQUIPMENT MARKERS. CONFORM TO THE FOLLOWING COLOR CODE: GREEN FOR COOLING; YELLOW FOR HEATING; YELLOW/GREEN FOR COMBINATION COOLING AND HEATING; BROWN FOR ENERGY RECLAMATION; BLUE FOR OTHER EQUIPMENT TYPES. CONFORM TO ANSI A13.1 FOR HAZARDOUS EQUIPMENT. PROVIDE STENCILED SIGNS FOR EQUIPMENT IDENTIFICATION AT CONTRACTOR'S OPTION OR WHERE DISTANCE OF REQUIRED IDENTIFICATION REQUIRES LETTERING LARGER THAN 1 INCH HEIGHT. STENCIL PAINT SHALL BE EXTERIOR TYPE, OIL—BASED, ALKYD ENAMEL, MINIMUM 1-1/4 INCH HEIGHT OR GREATER AS REQUIRED FOR LONG DISTANCE IDENTIFICATION, WHITE OR BLACK COLOR FOR BEST CONTRAST. PROVIDE DUCT MARKERS OR PROVIDE STENCILED SIGNS AND ARROWS INDICATING DUCTWORK SERVICE AND FLOW DIRECTION IN BLACK OR WHITE LETTERING FOR BEST CONTRAST WITH DUCT OR INSULATION COLOR. LOCATE MARKERS MAXIMUM 50 FEET ALONG EACH DUCT SIDE AND WITHIN 5 FEET OF ALL CONTROL AND BALANCING DAMPERS OR BRANCH DUCTS MORE THAN 25 FEET LENGTH AND WITHIN 5 FEET ON EACH SIDE OF WALL, FLOOR, AND CEILING PENETRATIONS. PROVIDE ADDITIONAL MARKERS IN CONGESTED AREAS OR AT MULTIPLE DUCT RUNS AS REQUIRED FOR CLARITY. 15A SEISMIC REQUIREMENTS SEISMIC PROTECTION FOR SEISMIC CONCERNS OF ALL MECHANICAL AND ELECTRIC SYSTEMS EXCEPT FIRE PROTECTION SYSTEMS MUST MEET MINIMUM REQUIREMENTS OF 2009 IBC FOR BUILDINGS CLASSIFIED AS SEISMIC USE GROUP II AND SEISMIC DESIGN CATEGORY D. SEISMIC PROTECTION OF WATER PIPES FOR FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PROVISIONS OF NFPA 13. SEISMIC RESTRAINTS, ISOLATORS, AND ISOLATION MATERIALS SHALL BE OF THE SAME MANUFACTURER, SHALL BE CERTIFIED BY THE MANUFACTURER AND SHALL BE BY AMBER/BOOTH COMPANY, INC., KINETICS NOISE CONTROL, INC., LOOS & COMPANY, INC., MASON INDUSTRIES, INC. OR UNI—STRUT. RESTRAINING _DEVICES SHALL HAVE A PRE—APPROVAL NUMBER FROM CALIFORNIA OSHPD OR OTHER RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS. THE REQUIREMENTS FOR SEISMIC PROTECTION MEASURES TO BE APPLIED TO MECHANICAL/ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND/OR FEDERAL CODES AND WITH MANUFACTURER'S REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. ALL ANCHOR CONNECTIONS TO STRUCTURE FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT, REGARDLESS OF THE NEED FOR SEISMIC RESTRAINTS, SHALL BE SHOWN ON SHOP DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE TYPE AND LOCATION OF SEISMIC RESTRAINTS REQUIRED FOR THE MECHANICAL AND ELECTRICAL ELEMENTS SHOWN ON THE CONTRACT DRAWINGS BASED ON THE SEISMIC CODE CRITERIA STATED ABOVE, THE SIZE AND WEIGHT OF THE SUPPORTED ELEMENT AND THE DISTANCE FROM STRUCTURE THAT THE ELEMENT WILL BE INSTALLED. THE CONTRACTOR SHALL SUBMIT DESCRIPTIVE CATALOG DATA OF SEISMIC RESTRAINTS, SHOP DRAWINGS SHOWING THE TYPES, LOCATIONS AND INSTALLATION DETAILS OF SEISMIC RESTRAINTS AND CALCULATIONS SHOWING THAT THE SEISMIC RESTRAINTS MEET THE SEISMIC. REQUIREMENTS TO THE ENGINEER OF RECORD AND TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT LOCATION AND EMPLOYED BY THE MANUFACTURER OF THE SEISMIC RESTRAINT PRODUCTS. CALCULATIONS SHALL INCLUDE DEAD LOADS, STATIC SEISMIC LOADS AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS TO EQUIPMENT AND STRUCTURE. 15A DUCT INSULATION, DUCTWORK, ACCESSORIES, FLUES AND FANS 15A DUCT INSULATION PROVIDE DUCT LINER IN RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 1-1/2" THICK 2 POUND DENSITY FIBERGLASS, MINIMUM R-5.0 CERTAINTEED CORP. "TOUGHGARD" OR EQUIVALENT OWENS-CORNING OR KNAUF LONG TEXTILE FIBER DUCT LINER. LINER SURFACE SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT, SHALL MEET ASTM C 1338 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT CLEANING METHODS AND EQUIPMENT OUTLINED BY NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION (NAIMA) DUCT CLEANING GUIDE. INSTALL WITH LINER ADHESIVE AND MECHANICAL FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET METAL BY LINER THICKNESS IN BOTH DIRECTIONS WHERE LINER IS INSTALLED. COVER CONCEALED, RIGID DUCTWORK WITH 2" THICK, 3/4 POUND DENSITY, MINIMUM R-5.0DUCT WRAP, CERTAINTEED OR EQUIVALENT OWENS—CORNING OR KNAUF WITH HEAVY—DUTY FOIL—SCRIM—KRAFT FACING, AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE AS FOLLOWS: A. ROUND AND RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. COVER OUTDOOR AIR, EXHAUST AIR AND RELIEF AIR PLENUMS CONNECTED TO EXTERIOR LOUVERS WITH 1-1/2" THICK, 1.5 POUND DENSITY, RIGID FIBERGLASS INSULATION CONFORMING TO ASTM C612, CLASS 1. INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A DUCTWORK PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26—GAUGE SHEET METAL. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5'-6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8'-0". DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF DUCTWORK WITH OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT, AND ASSOCIATED SUPPORTS ARE NOT ROUTED THROUGH THE DUCTWORK. CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND EXHAUST DUCTWORK UPSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE OF 1" W.G. CONSTRUCT EXHAUST DUCTWORK DOWNSTREAM OF FANS TO MEET SMACNA POSITIVE PRESSURE OF 1" W.G. SEAL DUCTWORK WITH HEAVY LIQUID SEALANT, HARDCAST IRONGRIP 601, DESIGN POLYMER DP 1010 UNITED MCGILL DUCT SEALER OR APPROVED EQUAL, APPLIED ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. FOR DUCTS WITH PRESSURE CLASSIFICATION OF 2" W.G. AND GREATER .SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT TO MEET SMACNA CLASS B. FOR DUCTS WITH PRESSURE CLASSIFICATION LESS THAN 2" W.G. SEAL TRANSVERSE JOINTS AIRTIGHT TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A. PROVIDE RADIUS ELBOWS, TURNS, AND OFFSETS WITH A MINIMUM CENTERLINE RADIUS OF 1-1/2 TIMES THE DUCT WIDTH. WHERE SPACE DOES NOT PERMIT FULL RADIUS ELBOWS, PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM OF TWO CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. PROVIDE MITERED ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS, WHERE SHOWN ON THE DRAWINGS, OR AT THE OPTION OF THE CONTRACTOR WITH THE ENGINEER'S APPROVAL. MITERED ELBOWS LESS THAN 45 DEGREES SHALL NOT REQUIRE TURNING VANES. MITERED ELBOWS 45—DEGREES AND GREATER SHALL HAVE SINGLE THICKNESS TURNING VANES OF SAME GAUGE AS DUCTWORK, RIGIDLY FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED ELBOWS SHALL BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE. AIR DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM. DO NOT INSTALL VANES IN GREASE DUCTWORK. DUCTS SHALL BE CONNECTED TO FANS, FAN CASINGS AND FAN PLENUMS BY MEANS OF FLEXIBLE CONNECTORS. FLEXIBLE CONNECTORS SHALL BE NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO—DYNE, ELGEN, VENTFABRIC OR EQUAL. FLEXIBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH MINIMUM 1-1/2" SLACK. NOTE: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 30 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 10 2013 PERMIT CENTER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. dEIENDERSON NGINEERSI 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or other instruments used for any part of this Project which do not bear the Architect's seal. The Architects services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefh of any other entity. REIATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described, Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained, VERIFY ACTUAL CONDITIONS and dimensions prior to construction, Commencement of work constitutes verification and acceptance of all existing conditions, Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated, CAICOUTE & MEASURE dimensions — DO NOT SCALE draeings unless otherwise directed p r o j e c t t i t l e 412 OUce UP o o8 O cdo 00 p r o j e c t n u m b e r 12007.042 d r'a wi n g i s s u a n c e PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP1 PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS & DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED 4.0 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 1" WG PRESSURE DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50. PROVIDE FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. OMIT DAMPER AT TAKEOFF FITTING WHEN DAMPER IS LOCATED DOWNSTREAM OF TAKEOFF. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY MODEL RT -250 OR EQUAL BY YOUNG'S REGULATOR CONCEALED, CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1/4" NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE ADJUSTMENT. POSITIVE, DIRECT, TWO—WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE 14" & UNDER 15" THRU 26" 28" THRU 36" 38" THRU 50" 52" THRU 60" DUCT GAUGE 26 24 22 20 18 FITTING GAUGE 24 22 20 20 18 LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY— MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY—MANUFACTURED ROUND DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE (DUCT PRESSURE CLASS 3" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA. 15A FLEXIBLE DUCT LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL' BE FLEXMASTER TYPE 8B, THERMAFLaEX TYPE G—KM, M—KE, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, R-5.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED FULLY EXTENDED AND STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SUPPORT FLEXIBLE DUCT AT MAXIMUM 5 FEET ON CENTER AND WITHIN 6 INCHES OF BENDS. BENDS SHALL NOT EXCEED A CENTERLINE RADIUS OF ONE DUCT DIAMETER. DUCT SAG SHALL NOT EXCEED 1/2 INCH. SUPPORTING MATERIAL IN DIRECT CONTACT WITH THE DUCT SHALL NOT BE LESS THAN 1-1/2 INCHES IN WIDTH. CONNECT FLEXIBLE DUCT TO RIGID METAL DUCT OR AIR DEVICES AS RECOMMENDED BY THE MANUFACTURER. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON—METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL -181B AND MARKED 181B—C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 181B AND MARKED 181B—FX. 15A AIR DEVICES PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL, PRESSURE DROP, THROW, CFM FOR EACH AIR DEVICE, STYLES, BORDERS, ETC. CLEARLY MARKED WITH SPECIFIED EQUIPMENT NUMBER. SUBMIT SAMPLES OF EACH AIR DEVICE AS REQUESTED BY THE ENGINEER. PROVIDE CEILING MOUNTED AIR DEVICES OF LAY—IN OR SURFACE MOUNTED TYPE AS REQUIRED TO BE COMPATIBLE WITH CEILING CONSTRUCTION. PROVIDE CEILING DIFFUSERS AND GRILLES WITH WHITE ENAMEL FINISH UNLESS NOTED OTHERWISE. 15A EXHAUST AIR SYSTEMS PROVIDE CEILING MOUNTED EXHAUST FANS AS SCHEDULED ON THE DRAWINGS, OR EQUAL COOK, GREENHECK, CARNES, TWIN CITY FANS, ACME OR PENNBARRY COMPLETE WITH ISOLATED BLOWER UNIT AND CEILING GRILLE. PROVIDE DISCONNECT SWITCH, BACKDRAFT DAMPER, DISCHARGE DUCT, AND NEOPRENE VIBRATION ISOLATORS WITH ALL—THREAD HANGING RODS. 15A HVAC EQUIPMENT 15A ROOFTOP UNITS (ELECTRIC HEAT) 3-25 TONS PROVIDE ELECTRIC COOLING, ELECTRIC HEATING ROOFTOP UNITS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY TRANE, CARRIER, MON, JOHNSON CONTROLS, MCQUAY, LENNOX OR YORK, COMPLETE WITH FACTORY INSTALLED DIRECT—DRIVE HERMETIC COMPRESSORS WITH INTERNAL SPRING VIBRATION ISOLATION, BUILT—IN MOTOR THERMAL OVERLOAD PROTECTION, CRANKCASE HEATER, AND LOW PRESSURE SWITCHES; DIRECT EXPANSION COOLING AND CONDENSING COILS, MINIMUM SEER OR EER RATING (COOLING) AS REQUIRED BY THE APPLICABLE ENERGY CODE OR GREATER IF SCHEDULED ON THE DRAWINGS; CENTRIFUGAL EVAPORATOR BLOWER; AIR FILTER RACK WITH 2? THICK THROWAWAY FILTERS PROPELLER TYPE CONDENSER FAN; ELECTRIC HEAT MODULES CONSTRUCTED OF HEAVY—DUTY NICKEL CHROMIUM ELEMENTS (UL LISTED) WITH CODE REQUIRED INTEGRAL SAFETY FEATURES AND CONTROLS INCLUDING AUTOMATIC RESET HIGH LIMIT; COMPLETE FACTORY INSTALLED MICRO—PROCESSOR CONTROLS INCLUDING ANTI—SHORT CYCLE TIMERS, TIME DELAY RELAYS AND MINIMUM ?ON? TIME CONTROLS; BUILT—IN THERMAL OVERLOAD PROTECTION ON MOTORS AND COMPRESSORS; 100 PERCENT OUTDOOR AIR DRY—BULB ECONOMIZER WITH BAROMETRIC RELIEF DAMPER.; WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC COATED, HEAVY GAUGE, GALVANIZED STEEL WITH WEATHER—RESISTANT BAKED ENAMEL FINISH; MINIMUM INSULATED DOWNFLOW STANDARD ROOF CURB WITH MINIMUM HEIGHT OF 12 INCHES FOR ROOFS WITH NO INSULATION, 14? FOR ROOFS WITH INSULATION OR AS SCHEDULED ON THE DRAWINGS; SINGLE POINT ELECTRICAL POWER CONNECTION. PROVIDE SLOPED ROOF CURB AS REQUIRED TO MATCH SLOPE OF ROOF STRUCTURE SO THAT UNIT IS INSTALLED LEVEL. PROVIDE GUARDS OR LOUVERED PANELS TO PROTECT THE CONDENSER COIL FROM HAIL OR OTHER DAMAGE. PROVIDE A 125 VAC, 20 AMP DUPLEX CONVENIENCE RECEPTACLE MOUNTED TO UNIT READY FOR FIELD WIRING WITH A COVER UL LISTED FOR WET AND DAMP LOCATIONS WHEN IN USE. PROVIDE HONEYWELL OR EQUAL ELECTRONIC PROGRAMMABLE TYPE THERMOSTAT, SEVEN— DAY MODEL, MANUAL CHANGEOVER, SWITCHING SUBBASE, MULTI—STAGE AS REQUIRED TO MATCH UNIT COOLING/HEATING STAGING. PROVIDE UL LISTED SMOKE DETECTORS AS REQUIRED BY CODE TO SHUT DOWN ROOFTOP UNIT UPON DETECTION OF SMOKE. FACTORY—INSTALL SMOKE DETECTORS IN ROOF TOP UNIT SUPPLY AND RETURN AIR PLENUMS PROVIDE UNIT COMPLETE WITH MANUFACTURER'S ONE YEAR GUARANTEE ON COMPONENTS PLUS AN ADDITIONAL FOUR YEAR GUARANTEE ON THE COMPRESSORS AND HEAT EXCHANGERS. DUANE S. HENDERSON 15A TEMPERATURE CONTROLS 15A GENERAL REQUIREMENTS PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS, CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS, DAMPER MOTORS, AND RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT. CONTROL WIRING SHALL BE SIZED TO ACCOMMODATE THE VOLTAGE DROP ASSOCIATED WITH THE DISTANCE BETWEEN THE CONTROL DEVICE AND THE CONTROLLER. PROVIDE SUPERVISION AND ON—JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING THE ACCEPTANCE OF THE SYSTEM BY THE ARCHITECT/ENGINEER. CORRECT DEFECTS OCCURRING DURING THIS PERIOD AT NO ADDITIONAL COST TO THE OWNER. 15A SEQUENCE OF OPERATION 15A ROOFTOP UNIT CONTROL (FIXED DRY BULB ECONOMIZER) DURING OCCUPIED HOURS, OPERATE ROOFTOP UNIT SUPPLY FAN CONTINUOUSLY AND OPEN OUTDOOR AIR DAMPER TO MINIMUM POSITION TO MAINTAIN MINIMUM VENTILATION. CYCLE STAGE(S) OF COOLING AND HEATING TO MAINTAIN ROOM THERMOSTAT SET POINT (75 DEGREES FAHRENHEIT COOLING, 72 DEGREES FAHRENHEIT HEATING). ENABLE DRY BULB TYPE OUTDOOR AIR ECONOMIZER FOR FIRST STAGE COOLING TO MAINTAIN DISCHARGE AIR TEMPERATURE SET POINT (55 DEGREES F, ADJUSTABLE) WHEN OUTDOOR AMBIENT TEMPERATURE REACHES 60 DEGREES FAHRENHEIT OR BELOW AND OPERATE MECHANICAL COOLING AS NEEDED TO MAINTAIN SPACE TEMPERATURE. OPEN MOTORIZED DAMPER IN RELIEF LOUVER WHEN SPACE PRESSURE EXCEEDS 0.1? W.C.. RETURN THE ECONOMIZER TO MINIMUM POSITION WHEN AMBIENT TEMPERATURE IS ABOVE 60 DEGREES FAHRENHEIT OR WHEN DISCHARGE AIR TEMPERATURE DROPS BELOW 50 DEGREES FAHRENHEIT. SMOKE DETECTORS SHALL SHUTDOWN UNIT UPON ALARM. DURING UNOCCUPIED HOURS, CYCLE THE ROOFTOP UNIT SUPPLY FAN AND COOLING OR HEATING SYSTEM TO MAINTAIN UNOCCUPIED SETBACK TEMPERATURE SET POINTS. OUTDOOR AIR DAMPER SHALL BE CLOSED DURING UNOCCUPIED HOURS. 15A TENANT RESTROOM EXHAUST FAN CONTROL EXHAUST FAN SHALL BE INTERLOCKED WITH RESPECTIVE RESTROOM LIGHT SWITCH AND BE ENERGIZED WHEN LIGHT SWITCH IS ?ON? AND DE—ENERGIZED WHEN LIGHT SWITCH IS ?OFF?. REVIEWED FOR CODE COMPLIANCE APPROVED 'JAN 3 0 2013 City of Tukwila BUILDING DIVISION MI3O IS NOTE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER /JHENDERSON ENGINEERS� 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect, Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments psed for any part of this Project which do not bear the Architect s seal, The Architect's services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements, Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY le all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDRIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless othenise indicated. CALCOIAIE & MEASURE dimensions — DO NOT SCALE drawings unless othenise deeded. p r o j e c t t i t 1 e (11),. 2k w 1K o• L CO cn co NLJLJ =j �J� Q LJLJ ou6E�/ LLJ �— Q O O O co (r.) CV p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP2 DUANE S. HENDERSON SECTION 158: PLUMBING: 158 GENERAL INSTRUCTIONS 15B GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B DEFINITIONS FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15B PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15B MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15B COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE, PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS SHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER—PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 15B SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15B SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3—RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. 15B ELECTRONIC DRAWINGS IN PREPARATION OF SHOP OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15B WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15B EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE—IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL—TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 15B CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B ROUGH—IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH—IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. 15B ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B PENETRATIONS PROVIDE SLEEVES FOR PASSING THROUGH PIPESAS G ABOVE GRADE CONCRETE OR MASONRY FLOOR OR ROOF SLABS. SLEEVES ARE NOT WALLS, CONCRETEREQUIRED FOR CORE DRILLED HOLES IN EXISTING MASONRY WALLS, CONCRETE FLOORS OR ROOFS. PROVIDE 10 GAUGE GALVANIZED STEEL SLEEVES FOR SLEEVES 6" AND SMALLER. PROVIDE GALVANIZED SHEET METAL SLEEVES FOR LARGER THAN 6". SCHEDULE 40 PVC SLEEVES ARE ACCEPTABLE FOR INSTALLATION IN AREAS WITHOUT RETURN AIR PLENUMS. SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON—SHRINK, NON—HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRE STOPPINGS. PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATION, WALL OR FLOOR RATING AND INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM. EXTEND PIPE INSULATION FOR INSULATED PIPE THROUGH FLOOR, WALL AND ROOF PENETRATIONS, INCLUDING FIRE RATED WALLS AND FLOORS. THE VAPOR BARRIER SHALL BE MAINTAINED. SIZE SLEEVE FOR A MINIMUM OF 1" ANNULAR CLEAR SPACE BETWEEN INSIDE OF SLEEVE AND OUTSIDE OF INSULATIDN. SEAL CONCRETE OR MASONRY EXTERIOR WALL PENETRATIONS BELOW GRADE WITH "WALL PIPES" AND MECHANICAL SLEEVE SEALS. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. PROVIDE MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / LINK SEAL, CALPICO, INC. AND METRAFLEX. SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN "WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SCHEDULE 40 PVC PIPE SLEEVES FOR VERTICAL PRESSURE PIPE PASSING THROUGH CONCRETE SLAB ON GRADE. SLEEVES SHALL BE ONE NOMINAL PIPE SIZE LARGER THAN THE PIPE SERVED AND TWO PIPE SIZES LARGER THAN PIPE SERVED FOR DUCTILE IRON PIPES WITH RESTRAINING RODS. SEAL WATER—TIGHT WITH SILICONE CAULK. PROVIDE 1/2" THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON—PRESSURE PIPE PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2" ABOVE AND BELOW THE CONCRETE SLAB. 15B ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP, COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPLICABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. 15B MISCELLANEOUS REMODELING WORK PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS—TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW—CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB—FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER—TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING WILL BE IN OPERATION DURING NORMAL WORK—DAY HOURS. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15B SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND' AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING' DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY—FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. FOR LOW PRESSURE NATURAL GAS SYSTEMS, SUBJECT THE PIPE TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. 15B GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD,REPAIR OR REPLACE SUCH C R DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B PLUMBING PIPING 15B PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, AND HOT WATER): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T—DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. UNDERGROUND DOMESTIC WATER PIPING 3" AND LARGER SHALL BE CLASS 52 DUCTILE IRON MEETING THE REQUIREMENTS OF ANSI / AWWA STANDARD C151/A21.51. PIPING SHALL BE DOUBLE CEMENT LINED IN ACCORDANCE WITH ANSI / AWWA STANDARD C104/A21.4. FITTINGS SHALL HAVE MECHANICAL JOINTS. AT CONTRACTOR'S OPTION, PIPE JOINTS IN STRAIGHT RUNS (NOT AT FITTINGS) AND NOT INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING SLAB MAY BE PUSH—ON JOINTS. JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ANSI 21.11. INTERIOR WASTE AND VENT ABOVE AND BELOW , SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. ABOVE GRADE VENT PIPING 1 1/2" AND SMALLER MAY BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH THREADED COUPLINGS. CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1-1/4" AND LARGER WASTE CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST IRON PIPE. 15B PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1" ONE—PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF— SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS—CORNING OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS—MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B—LINE / ARMACELL OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE—PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 158 PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD— FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. THREADED STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WITH ACID— RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP— WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. CAST IRON PIPE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310 NSF CERTIFIED BY ANACO, IDEAL, MISSON OR TYLER. JOINTS IN STORM PIPING, INCLUDING CONNECTIONS TO ROOF DRAINS, SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C1540 AND FM 1680, ANACO HUSKY #SD -4000 OR CLAMP—ALL "HI TORQUE" 125 IN. LB. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME—PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC—PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL— TO—COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. N(?rOIS NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 30 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 10 2013 PERMIT CENTER /�HENDERSON ENGINEERS� 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 + - • _O N O O a. Z cc w 0 • 0 O f~ w H co LU Z w J —J w 0 J Lo 10 0 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs,, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCIAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for any part of this Project which do not bear the Architect's seal. The Architects services are undertaken onty in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY El all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the landlord, if applicable, Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDFRONS and dimensions prior to constriction, Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. CALCUTAIE & MEASURE dimensions - DO NOT SCE drawings unless dente directed. pr o j e c t t i t 1 e _..o 0 ___, , 0. L(.1,51 W Nc,LL, J 9,...4:, , <4 ., wzju w 0Uw w,i‘ i-- ZZ = 9, O� O C%) c -t CO CO p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal w i n g 't i 'it 1 e MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP3 HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B— LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B—LINE #B3170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B—LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B—LINE #83100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B—LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B—LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U—BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B—LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. STEEL PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER SHALL BE B—LINE #83170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2-1/2" AND LARGER SHALL BE B— LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B—LINE #83100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #63373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B—LINE #63151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B—LINE #B3031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B—LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B—LINE #63058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER — EVERY 6' WITH 3/8"HANGER RODS; 2" EVERY 10' WITH 3/8"HANGER RODS; 2-1/2" EVERY 10' WITH 3/8" HANGER RODS; 3" EVERY 10' WITH 1/2" RODS, EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. STEEL PIPE: 1" AND SMALLER — EVERY 8' WITH 3/8" HANGER RODS; 1-1/4" TO 2" EVERY 10' WITH 3/8" HANGER RODS; 2-1/2" AND 3" EVERY 10' WITH 1/2" HANGER RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'. FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4". DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH—IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. 15B VALVES BALL VALVES (MAY BE USED IN LIEU OF GATE VALVES UP TO 2"): 2" AND SMALLER NIBCO #S-685- 80—LF; TWO PIECE LEAD FREE BRONZE BODY, WITH SOLDERED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 600 PSI, BLOW—OUT PROOF STEM. 15B PLUMBING FIXTURES AND EQUIPMENT 15B PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN— STANDARD OR APPROVED EQUAL BY CRANE, ELJER, GERBER, KOHLER, SLOAN VALVE CO, TOTO— KIKI OR ZURN. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY JUST. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY ACORN / AQUA, HALSEY TAYLOR OR HAWS. PROVIDE MOP SINKS AS SCHEDULED BY STERN— WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT OR FLORESTONE. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME—PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE SEALANT OF A MATCHING COLOR. 15B PLUMBING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD—FREE STANDARDS OF ANSI/NSF STANDARD 61, SECTION 9. 4" FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. BELOW GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24'-0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE DETERMINED. ABOVE GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B PLUMBING SPECIALTIES 15B AIR CHAMBERS. WATER HAMMER ARRESTORS. AND TRAPS PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER—SEALED SELF—CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 158 CLEANOUTS FLOOR DRAINS AND ROOF DRAINS CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE BY ONE MANUFACTURER IF POSSIBLE. ACCEPTABLE MANUFACTURERS ARE JOSAM, SMITH, WADE, WATTS, AND ZURN. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS. DUANE S. HENDERSON PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, SPEAKMEN, ZURN, OR T&S BRASS. FIXTURE P—TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME 8" PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON DRAWINGS, SHALLOW STEEL FLANGE, 3/8" COPPER RISER FLANGE, ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED: BY MCGUIRE, BRASS CRAFT, EBC, PROFLO OR ZURN. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1- 1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAR, MCGUIRE, PLUMBEREX "PRO -2000", PROFLO, TRAP—WRAP OR TRU—BRO. 15B WATER HEATER WATER HEATER SHALL BE CHRONOMITE, EEMAX, CONTROLLED ENERGY CORP, PVI OR STEIBEL ELTRON WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE WALL—MOUNTED, TANKLESS, POINT—OF—USE TYPE WITH THERMOSTATIC CONTROL, FLOW SWITCH, COMPLETELY PRE—WIRED AND JACKET, UL APPROVED. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 30 2013 City of Tukwila BUILDING DIVISION M(30l5 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER ��HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 cD L.: O 2 • N oi co 737)(35 oi co E O_ THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments psed for oily part of this Project which do not bear the Architect s seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. REUUED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Constmcion Documents does not relieve -the Contractor from providing a complete Project. COMPLY WITH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. O h:MA E & MEASURE drcensxas - CO 1101 SCALE drawings unless demise deeded, p r o j e c t t i t 1 e p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal d r a w i n g t MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP4 FIRE SPRINKLER GENERAL NOTES: 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA 13. SYSTEM SHALL ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH OTHER TRADES. 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK OF COORDINATION AND TO MEET AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. 4. MODIFY EXISTING SPRINKLER SYSTEM. RELOCATE AND/OR PROVIDE ADDITIONAL SPRINKLERS, PIPING, HANGERS, ETC. COORDINATE WITH WALLS, CEILINGS, LIGHTS, DIFFUSERS, STRUCTURE, OBSTRUCTIONS, ETC., IN AREAS AFFECTED BY SCOPE OF WORK. 5. COORDINATE SPRINKLER SYSTEM MODIFICATIONS TO MINIMIZE SYSTEM IMPAIRMENT. PROVIDE FIRE WATCH AND INTERIM FIRE PROTECTION MEASURES WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, INSURANCE CARRIER OR OWNER. 6. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA 70. 7. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT -PRODUCING SOURCES WITH NFPA 13. 8. DO NOT CONNECT MORE THAN ONE SPRINKLER TO AN EXISTING ONE- INCH OUTLET. 9. REMOVE ALL ABANDONED PIPING, FITTINGS, HANGERS, ETC. 10. FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO THE OWNER. 11. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FIRE SPRINKLER DEMOLITION NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. 4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR NOTED TO BE REMOVED. 5. PERFORM ALL WORK ACCORDING TO THE PHASING SCHEDULE FOR THIS PROJECT. PROVIDE ALL TEMPORARY DESIGN AND/OR CONFIGURATIONS THAT MEET APPLICABLE CODE REQUIREMENTS AS NECESSARY TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. 6. 7. 8. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE BUILDING OWNER, LANDLORD, THE LEASER AND ADJACENT TENANTS AS APPLICABLE A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WORK. REMOVE ALL UNUSED AND DEMOLISHED EQUIPMENT AND ASSOCIATED MATERIALS FROM SITE. ABANDONING UNUSED PORTIONS WILL NOT BE ACCEPTABLE. 9. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 10. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE FIRE SPRINKLER COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. 11. FIRE SPRINKLER SYSTEM(S) NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE AS APPLICABLE. 12. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT, ENGINEER AND/OR OWNER OF ANY DAMAGED AND/OR MALFUNCTIONING COMPONENTS. 13. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. DUANE S. HENDERSON SECTION 15C: AUTOMATIC SPRINKLER SYSTEM: 15C GENERAL 15C GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER TO SECTION 15B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN. 15C DEFINITIONS FURNISH: THE TERM ?FURNISH? IS USED TO MEAN ?SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS.? INSTALL: THE TERM ?INSTALL? IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL ?UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.? PROVIDE: THE TERM ?PROVIDE? MEANS ?TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.? FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, ?ENGINEER? IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED, IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE ?ARCHITECT?. AHJ: THE CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", ?EQUIVALENT?, OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN ?ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED?. THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15C INSPECTION OF SITE THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15C SCOPE PROVIDE COMPLETE WITH ALL RELATED ITEMS, A WET -PIPE, AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE BUILDING, OR AREA OF WORK SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE APPROVED AND STATE LICENSED FOR DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEMS. THE WORK DONE UNDER THIS SECTION SHALL BE PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN ARE EXPERIENCED AND REGULARLY ENGAGED IN THE INSTALLATION OF FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE CAPABLE OF PREPARING HYDRAULIC CALCULATIONS AND SYSTEM LAYOUTS. PROVIDE ALL FIRE SPRINKLER ALARM DEVICES INCLUDING WATERFLOW ALARM AND VALVE TAMPER SWITCHES FOR ALL SYSTEM CONTROL VALVES. PROVIDE A NOTIFICATION APPLIANCE ACCEPTABLE TO THE AHJ ON THE EXTERIOR OF THE BUILDING AT 8? -0? ABOVE FINISHED GRADE ADJACENT TO THE FIRE DEPARTMENT CONNECTION. COORDINATE ALL WIRING AND CONDUIT FOR A COMPLETE AND FUNCTIONAL INSTALLATION. SYSTEM SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 13, 24, UNDERWRITERS LABORATORIES (UL), AND MUST BE ACCEPTABLE TO THE OWNER?S INSURER, THE AHJ AND ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES AND STANDARDS. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO THE FOLLOWING: 1) ALL UNDERGROUND PIPING (WHICH PERTAINS TO THE FIRE SPRINKLER SYSTEM) AS INDICATED ON THE DRAWINGS, INCLUDING ALL REQUIRED PIPE, VALVES, ETC., AS WELL AS THE REQUIRED PREPARATORY AND FINISHING WORK SUCH AS TRENCHING, BACKFILLING, AND PAVEMENT REPLACEMENT. PROVIDE THRUST BLOCKS, SUPERVISED POST INDICATING VALVE, AND VALVE PIT AS REQUIRED OR SHOWN ON DRAWINGS. 2) CONNECTION TO CITY MAIN SHALL BE A WET TAP AND SHALL INCLUDE ALL REQUIRED FITTINGS, VALVES, METER VAULTS, BACKFLOW PREVENTERS, BACKFLOW PREVENTER VAULT, ETC. PROVIDE BACKFLOW PREVENTION EQUIPMENT AS REQUIRED BY LOCAL CODES. 3) DESIGN AND INSTALLATION OF A COMPLETE WET -PIPE, AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE AREA OF WORK SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. 4) PORTIONS OF SYSTEMS SUBJECT TO FREEZING OR TEMPERATURES BELOW 40° F SHALL BE PROTECTED AGAINST FREEZING AS REQUIRED BY NFPA 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS AND FOR ALL COSTS INCURRED FROM DAMAGE CAUSED BY FREEZING OF THE FIRE PROTECTION SYSTEM. 5) PROVIDE OVERHEAD SPRINKLER SYSTEM FOR FREEZERS AND COOLER BOXES. SPRINKLERS WITHIN COOLERS AND FREEZERS SHALL BE OF THE DRY PENDENT TYPE. 6) INSTALLATION OF THE FIRE SPRINKLER MONITORING PANEL ADJACENT TO THE SPRINKLER RISER AS INDICATED ON THE DRAWINGS. COORDINATE THE CONNECTION OF ALL INSTALLED FIRE SPRINKLER ALARM DEVICES. 15C SYSTEM DESIGN CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING HAZARDS WITH THE OWNER?S INSURER PRIOR TO DESIGNING THE SYSTEM. WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED BEFORE SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12 MONTHS PRIOR TO THE SUBMITTAL OF SPRINKLER SHOP DRAWINGS. ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. HYDRAULIC CALCULATIONS SHALL BE SUBMITTED INCLUDING SUPPLY AND DEMAND GRAPH; ALL HYDRAULIC REFERENCE POINTS AND AREA OF APPLICATION SHALL APPEAR ON THE PLAN. CONTRACTOR SHALL VERIFY WITH AHJ ANY MINIMUM SAFETY FACTOR REQUIREMENTS. DEMAND SHALL NOT BE LESS THAN 10% BELOW THE SUPPLY AT THE DEMAND POINT. PROTECT ENTIRE BUILDING, UNLESS NOTED OTHERWISE WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR LIGHT HAZARD, 0.10 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 100 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. PROTECT ENTIRE BUILDING, UNLESS NOTED OTHERWISE WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0.20 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. PROTECT MECHANICAL, ELECTRICAL AND STORAGE AREAS/ROOMS WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 1, 0.15 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA OR ENTIRE AREA, WHICHEVER IS SMALLER. INCLUDE MINIMUM 250 GPM HOSE ALLOWANCE ADDED 'AT THE BASE OF RISER. RESTAURANT SEATING AREAS MAY BE DESIGNED FOR LIGHT HAZARD DENSITY WITH THE APPROVAL OF THE AHJ. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE HYDRAULIC CALCULATIONS, THE FINAL SYSTEM DESIGN, AND THE LAYOUT OF ALL COMPONENTS OF THE SYSTEM AS REQUIRED FOR APPROVAL BY THE OWNER?S INSURER AND THE AHJ. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING SYSTEM LAYOUT WITH OTHER CONTRACTORS. CHANGES TO SYSTEM DESIGN DUE TO LACK OF COORDINATION SHALL BE PAID FOR BY THIS CONTRACTOR. DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL NOT BE ACCEPTED. WHEN DESIGN APPEARANCE OR SIMILAR ASPECTS REQUIRE CUTTING, DUE TO ECONOMY, IT SHALL BE HELD TO AN ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT AND STRUCTURAL ENGINEER?S WRITTEN APPROVAL. ANY EXCESSIVE REQUIREMENTS OF THIS TYPE SHALL BE IDENTIFIED DURING THE BID PERIOD. SPRINKLER SPACING SHALL CONFORM TO NFPA 13. EXTENDED COVERAGE SPRINKLERS SHALL NOT BE USED IN UNFINISHED (SHELL) SPACES. THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE SPRINKLERS. 15C SHOP DRAWINGS SIX (6) COPIES OF SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE FURNISHED TO THE ARCHITECT AND/OR ENGINEER, FOR HIS APPROVAL. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI?S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI?S ENGINEERS? SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI?S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH ?ELECTRONIC DRAWING FILES? FOR PROCEDURES TO BE USED. SHOP DRAWINGS SHALL MEET THE REQUIREMENTS OF NFPA 13 FOR WORKING LEVEL DRAWINGS AND SHALL INCLUDE THE FOLLOWING: 1) SUBMIT WORKING PLANS PER NFPA 13 INCLUDING LAYOUT DRAWINGS OF THE COMPLETE OVERHEAD SPRINKLER SYSTEM INDICATING RELATIONSHIP OF SPRINKLER PIPING AND SPRINKLERS TO ALL OTHER OVERHEAD ITEMS INCLUDING CEILING GRID AND TILES, LIGHT FIXTURES, DIFFUSERS, REGISTERS, GRILLES, DUCTWORK, STRUCTURE, SOFFITS, OBSTRUCTIONS, ETC. LOCATION OF RISERS, PIPING, ETC., SHALL BE AS INCONSPICUOUS AS POSSIBLE AND SHALL FULFILL ALL FUNCTIONAL REQUIREMENTS. SYSTEM DESIGN CAPABILITIES AND DEMAND SHALL ALSO BE NOTED ON THE DRAWINGS. 2) SUBMIT COMPLETE DETAILS AND SECTIONS AS REQUIRED TO CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURER'S NAME AND CATALOG NUMBER. 3) HYDRAULIC CALCULATIONS. 4) PRODUCT DATA FOR ALL FIRE SPRINKLER SYSTEM COMPONENTS. CLEARLY INDICATE COMPONENTS TO BE USED WHERE MULTIPLE COMPONENTS APPEAR ON THE SAME CUT SHEET. WHERE REQUIRED BY THE AHJ, CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PROFESSIONAL ENGINEER OR NICET STAMP AND SIGNATURE ON THEIR SHOP DRAWING SUBMITTAL. HEI IS NOT RESPONSIBLE AND WILL NOT PROVIDE THIS. SHOP DRAWINGS SHALL BE PRODUCED USING COMPUTER AIDED DESIGN. HAND DRAWN DOCUMENTS WILL NOT BE REVIEWED OR APPROVED. REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND ENGINEER?S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. 15C ELECTRONIC DRAWINGS IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD VERSION 14, 2006 OR DXF FORMAT, AS DESIRED, FROM THE ENGINEER FOR A FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR A SET OF MORE THAN 12 SHEETS. CONTRACTOR SHALL CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. PAYMENT MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15C RECORD DRAWINGS DURING PROGRESS OF THE WORK OF THIS SECTION, THIS CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE INSTALLATION OF THE SYSTEM. UPON COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD INFORMATION TO THREE IDENTICAL SETS OF THE APPROVED SHOP DRAWINGS. INSERT ONE SET INTO EACH COPY OF THE MANUAL DESCRIBED BELOW. 15C SYSTEM MANUAL UPON COMPLETION OF THE INSTALLATION, AND AS A CONDITION OF ITS ACCEPTANCE, CONTRACTOR SHALL COMPILE THREE 8-1/2" BY 11" MANUALS, FIRMLY BOUND IN HEAVYWEIGHT PLASTIC OR PAPER COVER TO WITHSTAND HARD USE. LOOSE-LEAF BINDING IS NOT ACCEPTABLE. MANUALS SHALL BE DELIVERED TO THE ARCHITECT, AND SHALL CONTAIN THE FOLLOWING ITEMS: 1) IDENTIFICATION CLEARLY VISIBLE ON OR THROUGH THE COVER, THE NAME OF THE PROJECT AND "FIRE SPRINKLER SYSTEM MANUAL?. 2) NEATLY TYPED INDEX AT FRONT WITH ALL EMERGENCY INFORMATION CLEARLY IDENTIFIED. 3) COMPLETE LIST OF ALL SYSTEM COMPONENTS WITH MANUFACTURER'S NAMES, CATALOG NUMBERS, AND ALL DATA FOR ORDERING PARTS. 4) ONE COPY OF THE RECORD DRAWINGS, AS DESCRIBED ABOVE. 5) ALL INFORMATION REQUIRED TO SECURE EMERGENCY REPAIRS OR SERVICE. 6) TEST REPORTS AND CERTIFICATES INCLUDE ?CONTRACTOR?S MATERIAL AND TEST CERTIFICATE(S) FOR UNDERGROUND PIPING? AND ?CONTRACTOR?S MATERIAL AND TEST CERTIFICATE(S) FOR ABOVEGROUND PIPING? AS DESCRIBED IN NFPA 13. 15C GUARANTEE THE ENTIRE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. LABOR (INCLUDING TRAVEL EXPENSES) TO TROUBLE -SHOOT, REPAIR, REPROGRAM, OR REPLACE COMPONENTS SHALL BE FURNISHED BY THIS CONTRACTOR AT NO CHARGE DURING THE WARRANTY PERIOD. 15C MATERIALS AND INSTALLATION 15C PRODUCTS ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE UNDERWRITER?S LABORATORIES LISTED FOR THEIR INTENDED USE. 15C PIPING AND COMPONENTS UNDERGROUND PIPING SHALL BE CEMENT LINED DUCTILE IRON OR OTHER APPROVED OR LISTED MATERIAL, INSTALLED IN ACCORDANCE WITH NFPA AND FM STANDARDS; FIRE MAIN SHALL INCLUDE ALL REQUIRED FITTINGS AND VALVES. SPRINKLER PIPING 2-1/2" AND LARGER SHALL BE SCHEDULE 10 OR SCHEDULE 40 BLACK STEEL. SPRINKLER PIPING 2? AND SMALLER SHALL BE SCHEDULE 40. PIPES SHALL HAVE WELDED, THREADED, OR MECHANICALLY JOINED FITTINGS, BASED ON THE PIPE MATERIAL AND SIZE PER NFPA 13 REQUIREMENTS. ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE USED. THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING LESS THAN 1.0 NOT PERMITTED. ALL PIPING ON THE EXTERIOR OF THE BUILDING AND/OR EXPOSED TO THE ELEMENTS SHALL BE EXTERNALLY GALVANIZED. 15C SPRINKLERS SPRINKLERS IN AREAS WITH GYPSUM BOARD CEILINGS SHALL BE FULLY CONCEALED TYPE WITH COVERPLATES PAINTED TO MATCH CEILING COLOR. SPRINKLERS IN AREAS WITH SUSPENDED ACOUSTICAL CEILINGS SHALL BE FULLY CONCEALED TYPE WITH COVERPLATES PAINTED TO MATCH CEILING COLOR. PROVIDE QUICK RESPONSE SPRINKLERS IN ALL LIGHT HAZARD AREAS. 15C SERVICE ENTRANCE FIRE PROTECTION SERVICE ENTRANCE SHALL BE LOCATED WHERE INDICATED ON THE DRAWINGS. THE SERVICE SHALL BE EQUIPPED WITH A UL LISTED BACKFLOW PREVENTER ASSEM-BLY AS REQUIRED BY THE AHJ. ASSEMBLY SHALL INCLUDE APPROVED OUTSIDE SCREW AND YOKE (OS&Y) VALVES WITH TAMPER SWITCHES. SPRINKLER SYSTEM RISER SHALL BE EQUIPPED WITH AN APPROVED TYPE INDICATING CONTROL VALVE WITH TAMPER SWITCH, WATERFLOW ALARM SWITCH, NOTIFICATION APPLIANCE, CHECK VALVE, SYSTEM DRAIN TERMINATING OUTDOORS, GAUGES AND FIRE DEPARTMENT CONNECTION WITH CHECK VALVE. EACH RISER SHALL MEET NFPA 13 STANDARDS AND REQUIREMENTS FOR ACCEPTABLE VALVE ARRANGEMENTS. IF BACKFLOW PREVENTER IS LOCATED AT THE SERVICE ENTRANCE AND BUILDING IS PROTECTED WITH A SINGLE RISER, SEPARATE CONTROL VALVE AND CHECK VALVE MAY BE OMITTED. PROVIDE NEXT TO THE SPRINKLER RISER, A PRINTED SHEET, PROTECTED BY GLASS OR A TRANSPARENT PLASTIC COVER, GIVING BRIEF INSTRUCTIONS REGARDING CONTROL, EMERGENCY PROCEDURE AND OTHER DATA AS REQUIRED BY NFPA 13. FOR HYDRAULICALLY DESIGNED SYSTEMS, A PLACARD MUST BE PERMANENTLY ATTACHED TO THE RISER INDICATING THE LOCATION, AND THE BASIS OF DESIGN (DISCHARGE DENSITY AND SYSTEM DEMAND). ALL CONTROL VALVE SUPERVISORY SWITCHES, WATERFLOW ALARM SWITCHES AND SPRINKLER SYSTEM EQUIPMENT PANELS REQUIRING INTERCONNECTION TO THE FIRE ALARM SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR. CONTRACTOR SHALL PROVIDE A LINE SEIZURE TYPE AUTOMATIC DIALER (ADEMCO OR EQUAL) AND RELATED TELEPHONE WIRING FOR REMOTE MONITORING OF FIRE SPRINKLER ALARM DEVICES AND OPERATION OF THE NOTIFICATION APPLIANCE. PROVIDE ROUGH BRASS SIAMESE FIRE DEPARTMENT CONNECTION WITH TWO INDIVIDUAL TYPE DROP CLAPPER VALVES AND DRAIN, LOCATED ON BUILDING WALL WHERE INDICATED ON DRAWINGS. FIRE DEPARTMENT CONNECTION SHALL BE COMPLETE WITH PIN LUG TYPE BRASS HOSE INLET CAPS WITH CHAINS. HOSE THREADS SHALL BE COMPATIBLE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS. PROVIDE CHECK VALVE SIZED PER NFPA 13 WITH 3/4" BALL DRIP DRAIN PIPED TO THE EXTERIOR OF THE BUILDING. FIRE DEPARTMENT CONNECTION SHALL BE PERMANENTLY LABELED ?AUTOMATIC SPRINKLER FIRE DEPARTMENT CONNECTION?. PROVIDE STORZ FIRE DEPARTMENT CONNECTION: UL LISTED 4?, 5? OR 6? ROUGH BRASS FIRE DEPARTMENT CONNECTION WITH DRAIN, LOCATED WHERE INDICATED ON DRAWINGS. FIRE DEPARTMENT CONNECTION SHALL BE COMPLETE WITH 30' ELBOW, AND HOSE INLET CAP WITH CHAIN. PROVIDE CHECK VALVE SIZED PER NFPA 13 WITH 3/4? BALL DRIP DRAIN PIPED TO THE EXTERIOR OF THE BUILDING. FIRE DEPARTMENT CONNECTION SHALL BE PERMANENTLY LABELED ?AUTOMATIC SPRINKLER FIRE DEPARTMENT CONNECTION?. PROVIDE A CABINET CONTAINING SPARE SPRINKLERS AND APPROPRIATE WRENCH(ES) PER NFPA 13, AT THE FIRE SPRINKLER SYSTEM SERVICE ENTRANCE AREA. 15C EXECUTION 15C PIPING AND FINISHES EXCAVATION, TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE EXCAVATION AND BACKFILL SECTION OF THE PLUMBING SPECIFICATIONS. PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. INSTALL SYSTEM SUCH THAT ALL PIPING IS RIGIDLY SECURED AND SUPPORTED. ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS AND MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER PIPING. CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED. ALL HORIZONTAL PIPING IN CEILING SPACE SHALL BE AT AN ELEVATION ABOVE THE TOP OF LIGHT FIXTURES AND AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT FIXTURES AND AIR OUTLETS WITHOUT REMOVING HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING AND PROVIDE ALL OFFSETS, BENDS, AND ELBOWS AROUND ALL MECHANICAL, ELECTRICAL, AND STRUCTURAL MEMBERS AS REQUIRED. WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A FIRE STOP. ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF OPENINGS MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT. PIPING SHALL BE ROUTED PARALLEL TO MAJOR BUILDING LINES. DESIGN SHALL ALLOW FOR SUITABLE DRAINAGE OF SYSTEM, ALL TO MEET WITH THE APPROVAL OF THE AFOREMENTIONED AUTHORITIES. PROVIDE ACCESS PANELS AS REQUIRED. ALL DRAIN LOCATIONS REQUIRING ACCESS PANELS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. SPRINKLERS IN SUSPENDED CEILINGS SHALL BE NOT LESS THAN 6 - INCHES FROM THE GRID IN ALL DIRECTIONS. SPRINKLERS IN SUSPENDED CEILINGS SHALL BE 1 FOOT FROM THE GRID IN BOTH DIRECTIONS OR CENTERED IN CEILING TILES. SPRINKLER LOCATIONS IN FINISHED AREAS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 15C COORDINATION CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE FIRE SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM OR FIRE SPRINKLER MONITORING PANEL AS REQUIRED. COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO AS TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF THE WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER PIPING IS INSTALLED WITHOUT COORDINATING WITH OTHER TRADES AND CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE CONFLICTS. 15C PENETRATIONS SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION PENETRATIONS WITH 3M CP -25, OR APPROVED EQUAL FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE - RATED ASSEMBLIES. 15C TESTING AND ACCEPTANCE CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION ALLOWS. FOLLOWING SYSTEM INSTALLATION, THE CONTRACTOR SHALL PLACE THE SYSTEM IN SERVICE. AFTER THE SYSTEM HAS BEEN PLACED IN SERVICE FOR CONTINUOUS USE, WATER CHARGES, IF ANY WILL BE PAID BY OWNER. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. PRIOR TO CONNECTING TO THE OVERHEAD SPRINKLER PIPING, THE UNDERGROUND MAIN SHALL BE FLUSHED THOROUGHLY AND TESTED IN ACCORDANCE WITH NFPA 24. SECURE ALL REQUIRED APPROVALS OF THE FLUSHING OPERATION. ABOVE GROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT A MINIMUM PRESSURE OF 200 -PSI FOR A MINIMUM 2 -HOUR PERIOD OF TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND PIPE. THE USE OF ANY SUBSTANCE OR MATERIAL ADDED TO THE WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE AHJ AND/OR THE OWNER?S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER EQUIPMENT INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING ALL DAMAGE RESULTING THEREFROM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE WORK MAY BE CONCEALED. 15C INSTRUCTIONS AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR TO THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE TO CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25. SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND WILL KNOW HOW TO TEST THE SYSTEM. THE BUILDING PERSONNEL SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND CONTENTS OF THE SYSTEM MANUAL DESCRIBED IN THIS SPECIFICATION. END OF SECTION 15C REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER 1HENDERSON /JENGINEERSI 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or other instruments used for any part of this Project which do not bear the Architect's seal. The Architect s services are undertaken only in the interest of the Project Owner, No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents, General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve -the Contractor from providing a complete Project. COMPLY IR all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable, Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction, Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment Rem to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWtI are to finish face of a material unless otherwise indicated. COW & MEASURE denensans - CO NOT SCALE drawings unless otlNriise directed p r o j e c t t i t I e �J ,o J L co/5, O Z LU §(±) O F-- c9o§ O (r'CV p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal drawing 1 t I e MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MPS