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Permit M12-179 - OLD NAVY
OLD NAVY 17470 SOUTHCENTER PY M12 -179 City ofllukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: httn: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 2623049110 Address: 17470 SOUTHCENTER PY TUKW Project Name: OLD NAVY Permit Number: M12 -179 Issue Date: 03/12/2013 Permit Expires On: 09/08/2013 Owner: Name: KIR TUKWILA 050 LLC Address: C/O KIMCO REALTY CORP , 3333 NEW HYDE PARK RD #100 PO BOX 5020 11042 Contact Person: Name: JAMES MATTHEWS Address: 13400 RIVERSIDE DR #202 , SHERMAN OAKS CA 91423 Email: JMATTHEWS@PERMITPLACE.COM Contractor: Name: MERIT MECHANICAL INC. Address: 9630 153 AV NE , REDMOND, WA 98052 Contractor License No: MERITMI163CM Phone: 818 786 -8960 Phone: 425 883 -9224 Expiration Date: 06/01/2013 DESCRIPTION OF WORK: MECHANICAL WORK ASSOCIATED WITH TENANT IMPROVEMENT TO INCLUDE DUCTWORK AND RTUS. Value of Mechanical: $13,571.00 Type of Fire Protection: SPRINKLERS /AFA Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $355.06 International Mechanical Code Edition: 2009 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M12 -179 Printed: 03 -12 -2013 • • PERMIT CONDITIONS Permit No. M12 -179 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 14: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 16: 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) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IMC -4/10 M12 -179 Printed: 03 -12 -2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Mechanical Permit No. M �2 1 Project No. Date Application Accepted: 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 King Co Assessor's Tax No.: 2623049110 Site Address: 17470 Southcenter Parkway Suite Number: Floor: 1 Tenant Name: Old Navy New Tenant: ❑ Yes 0 ..No PROPERTY OWNER Name: James Matthews (Permit Place Inc) Name: Kimco City: Sherman Oaks State: CA Zip: 91423 Address: Parkway Supercenter Email: jmatthews@permitplace.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: James Matthews (Permit Place Inc) Address: 13400 Riverside Dr #202 City: Sherman Oaks State: CA Zip: 91423 Phone: (8 18) 786 -8960 Fax: (8 18) 688 -8018 Email: jmatthews@permitplace.com MECHANICAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project.(contractor's bid price): $ 13,571 Describe the scope of work in detail: Mechanical work - Tenant improvement to exist. retail store; ductwork, RTUs Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric Gas m Other: H:\Applications \Forms - Applications On Line \2011 Applications \Mechanical Permit Application Revised 8- 9- 1I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace 5 Suspended /wall /floor mounted heater Appliance vent 1 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 5 Ventilation fan connected to single duct Ventilation system 1 Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat 5 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 EX ED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE ST OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED A NT: Signature: Print Name: James Matthews Mailing Address: 13400 Riverside Dr. #202 H:\Applications \Forms - Applications On Line\2011 Applications Mechanical Permit Application Revised 8.9 -1 l.docx Revised: August 2011 bh Date: 11/13/2012 Day Telephone: (818) 786 -8960 Sherman Oaks CA 91423 City State Zip Page 2 of 2 • 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.: 2623049110 Permit Number: M12 -179 Address: 17470 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 11/16/2012 Applicant: OLD NAVY Issue Date: Receipt No.: R13 -01011 Payment Amount: $284.05 Initials: WER Payment Date: 03/12/2013 09:43 AM User ID: 1655 Balance: $0.00 Payee: MERIT MECHANICAL INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 24807 284.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 284.05 Total: $284.05 doc: Receiot -06 Printed: 03 -12 -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.: 2623049110 Permit Number: M12 -179 Address: 17470 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 11/16/2012 Applicant: OLD NAVY Issue Date: Receipt No.: R12 -03133 Payment Amount: $71.01 Initials: JEM Payment Date: 11/16/2012 10:19 AM User ID: 1165 Balance: $284.05 Payee: WD PARTNERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 79379 71.01 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 71.01 Total: $71.01 fine• Racaint -OR Printorl• 11- 1R -7n19 INSPECTION RECORD Retain a copy with permit INSPECTION NO. .PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - .(206).43.1 -367 Permit Inspection Request Line (206) 431 -2451 M 12 =/09 Project: 0 (c JJAU Type of lnspectiori:- e /Jkl .4 ( A Address: o s C pAlKoAktS Date _called: ) c e Special Instructions: 3i Date Wanted- -.... ,..: ---/ - 1 ---d a rn :_P.rn. Requester: 0 - Phone No 171 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ?#4h_ (DM:rot r • ,,•`""--1 n �a inspect< V Date:: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must tie paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection., Magi - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. '. CITY OF TUKWILA BUILDING DIVISION CJ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: D 0 6 Jf 1. Type of Inspection:_- SmAke ,.5t\J( iDo Address: Iy1411( ) SC.D 14-4- Date Called: , . kAc f,`tJAl Sp cial Instructions: I Date Wanted: . ,,-a i c,� —(3 `"p m' Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Th -t- 1, (O r IZ J2 `A S ttl P.z., (7- x14.16 r .P A7C A -6 Inspector Date: ,7 13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION 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 Project0 : I J Nov Type of Inspecti n: .s AA() Addlgs4 U Date Called: /Peiv Moved, V rte; r tAJ u'. -8(E_„ Special Instructions: ��/j// Date Wanted:. �`a r�r Requestef ` /f 66 AJ Jr -6)-6 / �fJ 71i A) / Ate 4 T Phone1 s ...44 Z— lU / O1 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 3 er (A0 n rrGA c)--0 r 0 -7 -P°— , A MT-44 e SAl 06c.e 0 e -u /Q IF4i ,V 6T ` /Peiv Moved, V rte; r tAJ u'. -8(E_„ `lam _1.D 3 t\ c/ LI D L,J As- (0 i / 49fT/ 66 AJ Jr -6)-6 / �fJ 71i A) / Ate 4 T &- A dog-- 1-4au 0 A 3 - k6 g (i&i? 1 ei e c. JO u 11 / L i_. 4 iteAS4 - e.c :.,,, Insj"i actor: Date 3 . %. 0 4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 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 Mr2 -�'l� Project: // Type of Insp, ction: 1...-A- P -e L.:. A ' .r-r- i -e / re/ .st0 ii---D (--e -sac -A LQ ko (--_S t'1eIC e _5(.1(.7 Address: � � � �. / pMt1J4V X Date Called: (1 -4,NK 0 k_ 120 d z-/Z\ 7,-1,7 t far fti U - Specia�Instructions: Date Wanted:. 1 a.rn.. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1...-A- P -e L.:. A ' .r-r- i -e / re/ .st0 ii---D (--e -sac -A LQ ko (--_S t'1eIC e _5(.1(.7 to 0 c.dlr1 A e k i t� l — ri' /-e ,-( , -+ A (1 -4,NK 0 k_ 120 d z-/Z\ 7,-1,7 t far fti U - Ins p a for: n RE�SPECTION FEE REQUIRE9e Prior to paid at 6300 Southcenter Blvd. Suite 100. Date next inspection, fee must be Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS 19/3 0 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 1 ,�j lrll I Ua� 't.! Sprinklers: Fire Alarm: Type r�of Inspection/: % r- S/Dr14 k/e Address: Suite #: /7L/7p 3-0714 C- 4 /-e/ M., Contact �Person: Special Instructions: .2. Fly f2i7c4I —o(< ' Phone No.: JApproved per applicable codes. Corrections required prior to appr COMMENTS: Sprinklers: Fire Alarm: I. sp r;,) tz i. rnG. l —o K Permits: Occupancy Type: .2. Fly f2i7c4I —o(< 3 • Mec tion. cci / 76 Le 4,, ¢ chwm - 0 y . dc.. F- ilcil - o k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 5/`1.54 -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: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER :try #,.4- . INSPECTION RECORD Retain a copy with permit !3 -r- ow Dl� 363 srMialePrifrneu PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: IOAA.) nvA' Sprinklers: Type oflnspection: Address: 1.--2(.1 7 D S e Suite #: PCw.A7 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: iI l"Ara-"... St \ P Al C ''e..\R-0---->-ej I s5c,-,2_ , . 1.-,c .) -e 77) S , 1,0 . -51-oc4 12-e . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / 1 -,1,, ---Z___ Date: 41/03/L3 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: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 71M COPU aQ X100 STRUCTURAL CALCULATIONS GAP - OLD NAVY PARKWAY SUPERCENTER SOUTHCENTER PKWY & MINKLER BLVD. TUKWILA, WA WD PROJECT NO: GAPON0321 FEBRUARY 22, 2013 PREPARED FOR GAP, INC. CORPORATE ARCHITECTURE 850 CHERRY DRIVE SAN BRUNO, CA 94066 PREPARED BY WD PARTNERS 7007 DISCOVERY BLVD DUBLIN OH 43017 614.634.7000 T 614.634.7777 F RECEIVED CITY OF TUKWILA FEB 2 7 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE MAR 1 1 2013 City of Tukwila BUILDING DIVISION The structural calculations contained in this report relate only to the structure and site for which they were prepared. Referenced building codes, site - specific parameters for wind and seismic design, and any cited material /component design standards are current only for the govemmental agency with jurisdiction over the design and construction of the proposed structure at the time the report was published. Some information utilized in the structural calculations may have been received from outside sources such as third party site development coordinators, geotechnical engineering reports, pre - engineered component manufacturers, or engineering/trade organizations. WD Partners is not responsible for the accuracy and/or changes to any information utilized herein as provided by outside sources. CORREC'ffM M2H11 LTR# � fry,_,c0 4,,„7 J 5 Q �V 1 f • GROUND SNOW LOADS GROUND SNOW LOADS COUNTY Recommended COUNTY Recommended Ground Ground Elevation' Snow Load2 Elevation' Snow Load2 City (FT) (PSF) City (FT) (PSF) 14. GRAYS HARBOR 19. KITTITAS Aberdeen 10 15 Cle Elum 1905 88 Elma 50 18 Easton 2160 150 Hoquiam 20 15 * Ellensburg 1540 34 Humptulips 131 28 Kittitas 1647 37 McCleary 257 18 Lake CleElum 2223 188 * Montesano 66 15 Lake Kachess 2260 227 Oakville 90 15 Lake Keechelus 2517 320 Ocean Shores 10 15 Liberty 2680 92 Quinault 221 45 Roslyn 2280 130 Taholah 17 30 Snoqualmie Pass Westport 12 15 Ski Area 3000 433 Vantage 640 3 18 15. ISLAND Wymer 13003 29 * Coupeville 80 17 Freeland 110 15 20. KLICKITAT Oak Harbor 120 17 Appleton 2308 104 Bickleton 3020 31 16. JEFFERSON Centerville 1605 41 Brinnon 77 30 Glenwood 1895 108 Leland 200 3 30 * Goldendale 1633 20 * Port Townsend 120 20 Klickitat 447 45 Queets 30 30 Lyle 140 45 Quilcene 20 25 Satus Pass 3146 120 Trout Lake 1900 166 17. KING White Salmon 640 52 Auburn 85 20 Wishram 180 36 Bellevue 100 20 Bothell 90 20 21. LEWIS Black Diamond 650 24 Centralia 189 20 Camation 75 25 * Chehalis 226 20 Duvall 140 25 Mineral 1770 88 Enumclaw 720 25 Morton 940 57 Fall City 90 30 Mossyrock 698 34 Humphrey 1200 3 84 Onalaska 505 25 Issaquah 100 3 20 Packwood 1051 100 Kent 50 20 Pe Ell 412 34 Kirkland 180 20 Randle 880 78 Lester 1620 100 Toledo 110 19 North Bend 442 33 Vader 175 19 Palmer 880 3 55 >Renton 15 20 22. LINCOLN Seattle 350 20 * Davenport 2369 56 Skykomish 931 80 Harrington 2140 41 Stevens Pass Ski Area 4060 3 400 Odessa 1544 23 Vashon Island 375 17 Reardan 2496 37 Sprague 1899 34 18. KITSAP Wilbur 2163 32 Bremerton 100 15 * Port Orchard 140 15 Poulsbo 15 18 Design Maps Summary Report Page 1 of 1 USGS Design Maps Summary Report User - Specified Input Building Code Reference Document ASCE 7 -05 Standard (which makes use of 2002 USGS hazard data) Site Coordinates 47.44872 °N, 122.26208 °W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I Riverton•BouFevaid_, i .. . park � �•_ t :. . 1 ighline M, Salmon i ,tcreek s ' !I' �`- Renton? Tukwila ... _ 'ashon `O ` East Renton • pAi Highlands SF; Mon F.I pie lveer 1 Maple i Heights-Lake. ,11 IIaalrnll esiMoines United States ri^.. USGS- Provided Output Ss = 1.414 g S, = 0.484 g 1.65 1.50 1.35 1.20 1.05 Q� 0.90 to 0.75 0.60 0.45 0.30 0.15 0.00 Si" = 1.414 g = 0.733 g MCE Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 Sin = 0.943 g = 0.489 g 1.10 1.00 0.90 0.90 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 ;Mexko;' Design Response Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject- matter knowledge. 3 w:1 Z s! sheet of client 0(•1 project �v<.vJ�� W4 project no. Q. D 032' I date _ /?L 311 L"2=.5 E F► ss C. x 3 NAu) 7 ( Z 114 LTD s 256-0 Lis Lc) -155 :}. 71' 1 L Bs �� 34- G„ r(MBr g F r- ,*1c,. 20J (:!) � 3 -TL - 23 c, LZ,s s.1.1 frit- r- -II et : 2360 X(L �Z 2- r v co 66e. �% p 1, pe-- (.5,3 fir` z D LB wd sheet of client -T project w tirz:1) project no. �r�� O N �32 I date — 0101 ti a—vscy, 44, „'-rpA_L 4-P t-ts (*c s.e,4A--t) ess. yv...eAk.su"-L,- 1 t [-t'� G bu4A y d hi n q r aw1. 211 `tt, ry 4-/ C N2-0 v r 0 S6tS), 15 54 Y' { e d ro r .4 (4-s D 3�1 13, I''t-Q 14) mod( b77 0 `t o u-c.I C adr ■.s �ne� :i;*i' �v.GV.Ca.“, L4 0 , D 0�, . 0 3 3 46 ksi - to �� r C�('{�a -S-� b r-qjkz] <L c- fs r a: 4?j( t s1`11 vxd �. l .1 1G- vest`s- 4.6 c"L3 sheet of client - o 11 project uL� ► t project no !G A-PC 37bte? 4-- \9. Fr.- -* c.ro‘-w' S/ p Vin.- 7r A I- --t-r4 !s� /41-- lows, tfr c1i — 7 r (.- , Y-� cG o tl`„;.; ti a 7 ZA- - ; V 6 (. fl 7 s*P Z.s-f soo 145/44 2-5— s P , 2.--s— .- &Z- r .Ids . s i r� (s 4.- ek, el a.; er . i- s..71)01- i .( (Ls. (t. 14 Y'. 1'0k � 1 fie.- liter ilk itZS ‘, trr -4( to 014,11% Q 3-; e. 5G larmv N.Nromme4 • .Adt +,) 1-1-C45t1 WD Partners 7007 Discovery Blvd. Dublin, Oh 4,017 wdpartners.com Project Title: En9ineer: Project Descr. Steel Beam Lic. : KW-06003498 Project ID: Ale= PACOIGAMOMUOSACO-103-ARC-ITESIG14-1‘STRUCT-AGAPOt43.1.ECti ENERCALC,INC.1983-2012, Suild6.12.11.30, Ver6.12.3.31 Licensee : wda&e Description: RTU support tubes at exterior enclosure (Existing condition) CODE REFERENCES Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7-05 D(1.42) 111WIWANIA 41. AVONti4a 4,41,4a4iitiliVf*Ski~AS"Mtit • Applied Loads Span = 25.0 ft HSS6x3x3/8 Fy : Steel Yield : E: Modulus : 46.0 ksi 29,000.0 ksi D(1.42) dekt44'4,61Ale, '61;Igg* .41 „44., Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load(s) for Span Number 1 Point Load : D = 1.420 k 0 5.0 ft, ((e)RTU-1) Point Load : D = 1.420 k 0 20.670 ft, ((e)RTU-2) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.361: 1 Section used for this span HSS6x3x3/8 Ma : Applied 8.204 k-ft Mn / Omega : Allowable 22.725 k-ft Load Combination D Only Location of maximum on span 10.625ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum an span Span # where maximum occurs 0.000 in Ratio = 0<240 0.000 in Ratio = 0 <240 1.571 in Ratio = 191 0.000 in Ratio = 0 <180 Design OK 0.030 : 1 HSS6x3x3/8 1.705 k 57.137 k D Only 25.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations' Load Combination Max Stress Ratios Segment Length Span I/ M V Mmax + Summary of Moment Values Summary of Shear Values Mmax- Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega D Only Dsgn. L = 25.00 ft +0+L+H Dsgn. L = 25.00 ft +13+Lr+H Dsgn. L = 25.00 ft +D+S+H Dsgn. 1. = 25.00 ft +D+0.750Lr+0.750L+H Dsgn. L = 25.00 ft +0+0.750U-0.7505+H Dsgn. L = 25.00 ft +D+W+H Dsgn. L = 25.00 ft +D+0.70E+H Dsgn. L.= 25.00 ft +0+0.750Lr+0.750L+0.750W+H Dsgn. 1= 25.00 ft +0+0.7501+0.750S+0.750W+H Dsgn. L = 25.00 ft +D+0.750Lr+0.750L+0.5250E+H Dsgn. L = 25.00 ft 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 WD Partners 7007 Discovery Blvd. PARTNERS Dublin, Oh 4.017 wdpartners.corn Project Title: Engineer: Project Descr. Project ID: Steel Beam Lic. # : KW- 06003498 Description : Load Combination Segment Length RTU support tubes at exterior enclosure (Existing condition) Max Stress Ratios Ate = PA C01GAP10NAK0• SA00- W3ARC- 11DEStGN- 11STRUCT- 11GAP0N6 -1.EC6 ENERCALC. INC. 1902012, Bui1ct6.12.11.30, Ver.6.12-3.31 Licensee : wda&e Summary of Moment Values Summary of Shear Values Span 9 M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +0+0.750L+0.750S+0.5250 E+H Dsgn. L = 25.00 ft 1 0.361 0.030 8.20 8.20 37.95 22.72 1.03 1.00 1.70 95.42 57.14 +0.600 +W +H Dsgn. L = 25.00 ft 1 0.217 0.018 4.92 4.92 37.95 22.72 1.03 1.00 1.02 95.42 57.14 +0.60D+0.70E+H Dsgn. L = 25.00 ft 1 0.217 0.018 4.92 4.92 37.95 22.72 1.03 1.00 1.02 95.42 57.14 Overall Maximum Deflectios nfactred Lads j u_ __ - Uoo Load Combination Span Max. ' -' Defl Location in Span Load Combination Max. '+' Defl Location in Span D Only. _ _1.5714 12.500 _ 0.0000 0.000 Maximum Deflectins for Load Combinations Unfactored Loads. • 1 Load Combination Span Max. Downward Deft Location in Span Span Max Upward Defl Location in Span D Only 1 1.5714 12.500 0.0000 Vertical Reactions - Unfactored 1 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 0.000 Overall MAXimum D Only 1.629 1.705 1.629 1.705 Steel Section Properties HSS6x3x3J8'• Depth = 6.000 in I xx Width Wall Thick Area Weight Ycg Sxx 3.000 in R xx 0.349 in Zx 5.480 irt^2 I yy 19.750 plf S yy Ryy Zy 3.000 in 22.70 in^4 7.57 irrA3 2.040 in 9.900 iW3 7.480 ir7'4 4.990 W'3 1.170 in 6.030 inA3 J Cw 19.300 irN4 10.30 in A6 C = 0.000in^3 8.4 63 Y42 2.1 BEA64- >r • DO•y ' • •D +M +N • .D.6001M•14 . 2.38 „ 4.88. 7.38 ' 9.88.,.. 12.38 14.88 1738 ' 19.88 22.38 24.88, Distance (Ft) • .D +L+M • +D+IHN • +0+5+41 • +D.D.7501• •0.75D1•M • .D+0.7SOL•D.7S05+N • • +0+0.70! +N • ♦0•0.7S01.+0.756L +D.750M+N • +0+0.7101 +0.75DS+D.750M+N ■ •D+D.75DL•+0.750L+D.S23Dl•N •+D +0.7S01+D.7505 +0.5250!+ • ♦0.6D0+D.70e+N . . . . Oh a BEIMF -» L.-....,......... -1J - • DO•y • ♦D +M +■ ■ +11.600+W +H 238 4.88 • +0 +L+M • .13+0.70[•M • +0.6DD+D.7D[ +N 7.38 9.88 1238 14.88 17.38 19.88 2238 24.88 Distance (ft) • +D +1.+N • •0+5 +11 • +0•D.75DL• +0.7501 +11 • ♦0 +0.7501+0.75D5•N • +D+D.7551• +D.7501+0.750M+N • +D+0.7501+15.7505 +D.750M•11 • +D+1).7S0L.+D.7501•D.52SDe+11 • +D +0.730L +0.75DS•D.SZSDl• l2 WD Partners 7007 Discovery Blvd. PART ERS Dublin, Oh 4.017 wdpartners.com Project Title: Engineer: Project Descr. Steel Beam` Project ID: RIe =P. GARONUDSACO -103- ARC- 11DESIGN- 1\STRUCT- 11GAPONa;1 EC8 ENERCALC, INC. 1983-2012: Build8.12.11.30, Ver. &12.331 Licensee : wda&e Lic. # : KW- 06003498 Description : RTU support tubes at exterior enclosure (Existing condition) BEAM—.. -0.4 -0a -12 -14 2.25 4.63 7.00 938 1135 Distance (R) ■D0.y 14.13 1650 18.80 21.2.5 2343 l� PARTNERS WD Partners 7007 Discovery Blvd. Dublin, Oh 4.017 wdpartners.com Project Title: Engineer: Project Descr. Project ID: 14 Steel Beam Fla = P.1CO1GAPONIKDSA00 -W3- ARC- 11DESIGN- 1\STNUCt- 1\GAPONO -1.EC8 ENERCALC, INC..1983.2012, Build 8.12.11.30, Ver.8.12.3.31 Licensee : wda&e Lic. # : KW- 06003498 Description : RTU support tubes at exterior enclosure (New condition) CODE REFERENCES Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : ASCE 7 -05 Material Properties -1 Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7 -05 -1 Fy : Steel Yield : E: Modulus : 46.0 ksi 29,000.0 ksi D(1.89) vK: f + Span = 25.0 ft HSS6x3x3 /8 D(1.044) Applied Loads Beam self weight calculated and added to loads Load(s) for Span Number 1 Point Load : D = 1.890 k @ 5.0 ft, ((n)RTU -1) Point Load : D = 1.044 k @ 21.50 ft, ((n)RTU -2) DESIGN SUMMARY Service Toads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.408: 1 HSS6x3x3 /8 9.278 k -ft 22.725 k -ft D Only 5.000ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0 <240 0.000 in Ratio = 0 <240 1.563 in Ratio = 192 0.000 in Ratio = 0 <180 Design OK 0.033 : 1 HSS6x3x3 /8 1.905 k 57.137 k D Only 0.000 ft Span # 1 Maximum Forces. &Stresses for Load`Combinations:1 Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega D Only Dsgn. L = 25.00 ft +D+L +H Dsgn. L = 25.00 ft +D+Lr +H Dsgn. L = 25.00 ft +D +S +H Dsgn. L = 25.00 ft +D+0.750Lr+0.750L +H Dsgn. L = 25.00 ft +D+0.750L+0.750S +H Dsgn. L = 25.00 ft +D +W +H Dsgn. L = 25.00 ft +D+0.70E +H Dsgn. L = 25.00 ft +D+0.750Lr+0.750L+0.750W +H Dsgn. L = 25.00 ft +D+0.750L+0.750S+0.750W +H Dsgn. L = 25.00 ft +D +0.750Lr+0.750L+0.5250E +H Dsgn. L = 25.00 ft 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 1 0.408 0.033 9.28 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 9.28 37.95 22.72 1.14 1.00 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14 1.91 95.42 57.14' 1.91 95.42 57.14 WD Partners 7007 Discovery Blvd. Dublin, Oh 4.017 wdpartners.corn fearif41m Description: Load Combination Segment Length Project Title: Engineer. Project Descr. ?' `• e' Rle P;1•C�01GARONIK DSA00- 1Q3- ARGIIDE $IGW`1ATRUG7'.11GAPON0=,1 ECB . - � k - ENERCAI -C; ING- 19832012; 6wid: &1211.30, Ver. &123.31 Project ID: RTU support tubes at exterior enclosure (New condition) Max Stress Ratios Summary of Moment Values !' Summary of Shear Values Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+0.750L+0.750S+0.5250E +H Dsgn. L = 25.00 ft 1 +0.60D +W +H Dsgn. L = 25.00 ft 1 +0.60D+0.70E +H Dsgn. L = 25.00 ft 1 0.408 0.033 9.28 0.245 0.020 5.57 0.245 0.020 5.57 9.28 37.95 22.72 1.14 1.00 1.91 95.42 57.14 5.57 37.95 22.72 1.14 1.00 1.14 95.42 57.14 5.57 37.95 22.72 1.14 1.00 1.14 95.42 57.14 Overall Maximum Deflections; - Unfactored Loads', -1 Load Combination Span Max -' Defl Location in Span Load Combination Max ' +' Defl Location in Span D OnIyG 1 1.5634 12.000 0.0000 0.000 Maximum Deflections for Load Combinations.- _Unfactored Loads,-' Load Combination Span Max Downward Defl Location in Span Span Max Upward Deft Location in Span 0 Only 1 1.5634 12.000 Vertical Reactionss - Unfactored` Load Combination Support 1 Support 2 I Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum 1.905 1.523 D Only 1.905 1.523 Steel Section Properties - _ HSS6x3x3/8 . Depth 6.000 in I xx Width Wall Thick Area Weight Ycg • 3.000 in • 0.349 in • 5.480 in A2 • 19.750 pif 3.000 in Sxx R xx Zx Iyy Syy Ryy Zy 22.70 irYl4 7.57 irV3 2.040 in 9.900 in A3 7.480 inA4 4.990 iM3 1.170 in 6.030 i A3 J Cw = 19.300 inM 10.30 irY`6 C = 0.000 in A3 95 7.1 4J 2.4 BEMF ->* A All P1 - 238 4.80 • D O•y • +D +ISM � MSD +W+M- ■+0+0.752 +M '- • •0.60D+WSN .. • - ■ +0.680 +0.702+0 7.38 9.88 1238 14.80 ' 1738 . 1988 • Distance (ft) • +D+I.+N • •D+S +M - • • +8+0.7501.+0.750 +N • +D•O.7S01.+0.750L+0.7S0WaN •+D +0.7S01+D.7SOS +D.750W+N 6 +D *D.7501.+0. 7501+ 052582 . - • _ , 2238 24.88 • +D +0.758L+0 7505 +M +41 •+13+0.710l+D.7SOS+0.325D0+ ., 1.2 • 3 BEAM a> -0.7 -lb • DO.y • ..0.1.4.11 ■ +0.668 +W+41 238 4.88 • +0 +I•M • +8+0.78!+0 • +0.650*0.712•11 738 9.88 1238 14.88 1738 19.88 2238 24.88 Distance (ft) ■ +041.+11 • ♦D+S +M • *D+0.7SO1..+0.7501 +N • +0•0.730145.7505+11 • +D+0.750L.+0.75D1+0.756W+N • •0+0.7501+0.7S0S•0.750W•11 • +D•0.7SDL.+0.75,01+0.52502+14 • +DS0.75.01.*0.750S +0.52502+ WD Partners 7007 Discovery Blvd. Dublin, Oh 4.017 wdpartners.com Project Title: Engineer: Project Descr. Steel Beam' Project ID: Fie = P1COZARONIKDSA00 -413• ARC -1\ DESIGN- 1\STRUCT- 1\GAPON6- 1.E03 .. ENERCALC, INC. 1983.2012, Bu ld6.12.11.30, Ver6.123.31 Licensee : wda&e Lic. # : KW- 06003498 escription : RTU support tubes at exterior enclosure (New condition) -12 •1. 2.25 4.63 7.00 939 1175 Distance (ft) ■ DO.1* 14.13 1650 18.88 21.25 23.63 January 28, 2013 Cat of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director James Matthews Permit Place Inc 13400 Riverside Dr, Suite 202 Sherman Oaks, CA 91423 RE: Correction Letter #2 Mechanical Permit Application Number M12 -179 Old Navy —17470 Southcenter Py Dear Mr. Matthews, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. File No. M12 -179 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: January 24, 2013 Project Name: Old Navy Permit # M12 -179 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Please provide structural calculations for the two units RTU -1 and RTU -4 exceeding the weight of the units replaced, to justify your opinion stated in your response to the first review memo that "if installed properly, the replacement roof HVAC equipment will not adversely affect the load carrying capacity of the existing roof joists." Should there be questions concerning the above information please contact the Building Division at 206 - 431 -3670. • January 7, 2013 Re: Old Navy Parkway Super Center 17470 Southcenter Pkwy Tukwila, WA 98188 Mechanical Permit Application # M12 -179 Attn: Bill Rambo - Permit Technician City of Tukwila Department of Community Development • WDPARTNERS.COM 7007 DISCOVERY BLVD DUBLIN. OH 43017 Attention Plan Reviewer: I'm writing you this letter in response to comments dated 12/03/2012 for the Old Navy located at Parkway Super Center Review Comments Item 1: Please provide structural plans and calculations for the roof penetrations and modifications to the building's structural system necessary to support the new units or if the new units will be installed in the same location as the existing units, please provide documentation that the new units weigh Tess than or equal to the old units and that structural modifications are not necessary. If the new unit exceeds the weight of the old units, please provide structural conformation that the building can support the additional load of the new units. Response 1: We have done calculations on each unit and feel that the existing structure adequately supports the new Toads. Please see the attached letter. Item 2: The smoke detectors will need to be installed on the return duct per the current mechanical code. They are shown on the supply duct with notes stating 10 install them on supply or return as per code. Please revise plans and notes to show their installation on the return duct. Response 2: The smoke detectors have been moved to the return ducts and corresponding notes have been revised. See revised sheets MD1 -0 and M1 -0. Respectfully yours, Emmy McLees Project Manager CORRECTION MIS 17q T 614.634.7000 F 614.634.7777 RECEIVED CITY OF TUKWILA JAN 1 1 2013 PERMIT CENTER MIPARTNERS T 614.634.7000 7007 DISCOVERY BOULEVARD F 614.634.7777 DUBLIN, OHIO 43017 f O Z CORRECTION LTR ,_ 1/04/2013 Mr. Dan Larson Senior Plans Examiner Tukwila Building Division Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Structural roof evaluation for replacement RTUs: Old Navy at Parkway Supercenter 17470 Southcenter Parkway Tukwila, WA 98188 Permit Number: M12 -179 WD Partners Job Num: GAPON0321 Dear Mr. Larson: As requested, this is a summary of the structural considerations for the replacement Mechanical roof top unit for this project. Mechanical Engineer provided us with the following weight data: Existing units (including curb and accessories): 2360 Ibs New units (including curb to remain, curb adapter and accessories): RTU -1, RTU -4: 3151 Ibs RTU -2, RTU -3: 1740 Ibs For RTU -1 and RTU -4 the weight difference is 791 Ibs heavier. The replacement unit (plus curb adapter) will go in the same place as the existing unit. Based on field information, the units are supported by 3 wood joists, 4' o.c., spanning 25'. On average, joist loading will be increased by 263 Ibs from current loading (existing unit), which is acceptable for this type of structure. For RTU -2 and RTU -3, the weight difference is 620 Ibs lighter. On average, joist loading will be reduced by 207 Ibs from current loading (existing unit). After evaluating weight of both new and existing units, it is our opinion that if installed properly, the replacement roof HVAC equipment will not adversely affect the load carrying capacity of the existing roof joists. Sincerely, Lead Structural Project Engineer for WD Partners t1L2 l73 CEIVED F TUKWILA JAN 1 1 2013 PERMIT CENTER December 3, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director James Matthews Permit Place Inc 13400 Riverside Dr, Suite 202 Sherman Oaks, CA 91423 RE: Correction Letter #1 Mechanical Permit Application Number M12 -179 Old Navy —17470 Southcenter Py Dear Mr. Matthews, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician File No. M12-179 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 3, 2012 Project Name: Old Navy Permit # M12 -179 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Please provide structural plans and calculations for the roof penetrations and modifications to the building's structural system necessary to support the new units or if the new units will be installed in the same location as the existing units, please provide documentation that the new units weigh less than or equal to the old units and that structural modifications are not necessary. If the new unit exceeds the weight of the old units, please provide structural conformation that the building can support the additional load of the new units. 2. The smoke detectors will need to be installed on the return duct per the current mechanical code. They are shown on the supply duct with notes stating to install them on supply or return as per code. Please revise plans and notes to show their installation on the return duct. Should there be questions concerning the above information please contact the Building Division at 206 - 431 -3670. i PERMIT COORD COPVII PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -179 DATE: 02/27/13 PROJECT NAME: OLD NAVY SITE ADDRESS: 17470 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 • Revision # after Permit Issued DEPARTMENTS: �L 4w c . Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 02/28/13 Not Applicable ❑ Comments: • Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route NI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 /28/13 Approved ❑ Approved with Conditions N Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PER?T C % DC 'Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -179 DATE: 01 -11 -13 PROJECT NAME: OLD NAVY SITE ADDRESS: 17470 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: � d Bui ding Division mg Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -15-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n DUE DATE: 02 -12 -13 Not Approved (attach comments) DATE: Permit Center Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -179 DATE: 11/16/12 PROJECT NAME: OLD NAVY SITE ADDRESS: 17470 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: \2 Building Division Public Works Fire Prevention Structural C Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/20/12 Complete fJ Incomplete ❑ Not Applicable ❑ Comments: Permit' Center: Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/18/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg'— Fire ❑ Ping ❑ PW ❑ Staff Initials: " v City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: February 25, 2013 Plan Check/Permit Number: M12-179 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 2 ❑ Revision # after Permit is Issued RECEIVED El Revision requested by a City Building Inspector or Plans Examiner CITY OF TUKWILA Project Name: Old Navy Project Address: 17470 Southcenter Py PERMIT CENTER Contact Person: James Matthews Phone Number: (818) 454 -8843 Summary of Revision: STRUC CALCULATIONS REQUESTED ARE ATTACHED FEB 2 7 2013 Sheet Number(s): N/A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cent- r by: Entered in Permits Plus on (Y2- \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ,11 l ll3 Plan Check/Permit Number: M12-179 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Old Navy Project Address: 17470 Southcenter Py JAres Contact Person: Phone Number: c(l r 7 &6 /8 - ?66 Summary of Revision: < e t ir t. S r o /1 l 6+4--Lr— s IJAN 112013, Sheet Number(s): 1— l /A1--D "QS "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: /Y� 1S—Entered in Permits Plus on t— 1— � j \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prim Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MERIT MECHANICAL INC UBI No. 600517946 Phone 4258839224 Status Active Address 9630 153Rd Avenue Ne License No. MERITMI163CM Suite /Apt. License Type Construction Contractor City Redmond Effective Date 2/14/1984 State WA Expiration Date 6/1/2013 Zip 98052 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status AUTOMMC044QHAUTOMATEDMECH CONTROLS INC Construction Contractor General Unused 11/8/1996 6/1/2010 Expired Business Owner Information Name Role Effective Date Expiration Date KIRKWOOD, RODERICK V President 02/14/1984 Bond Amount KIRKWOOD, JOAN M Secretary 02/27/2006 08358695 FRICKBERG, WILLIAM MICHAEL Vice President 02/27/2006 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 10 FIDELITY Ft DEPOSIT CO OF MD 08358695 02/01/2010 Until Cancelled $12,000.0001/20 /2010 9 ARCH INS CO SU1041124 02/01/2009 Until Cancelled 02/01/2010 $12,000.0001 /12 /2009 8 TRAVELERS CAS & SURETY CO 081S103546895BCM 07/22/2001 Until Cancelled 02/01/2009 $12,000.00 03/07 /2002 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 28 Travelers Property Cas Ins Co VTC2JC0828K6148TIL12 11/01/2012 11/01/2013 $2,000,000.00 10/22/2012 27 Travelers Property Cas Co of A VTC2JC0828K6148TILL1 11/01/2011 11/01/2012 $2,000,000.00 10/25/2011 26 CEOXINGTON INS 014180670 11/01/2010 11/01/2011 $2,000,000.00 10/29/2010 25 CEOXINGTON INS 049159165 11/01/2009 11/01/2010 $2,000,000.00 11/02/2009 24 CO INGTON INS 004052434 11/01/2008 11/01/2009 $2,000,000.00 11/04/2008 23 ACE AMERICAN HDOG23734941 03/03/2008 03/03/2009 $2,000,000.0003 /10/2008 22 CONTINENTAL WESTERN INS CO CWP2545786 11/01/2007 11/01/2008 $1,000,000.00 10/31/2007 https://fortress.wa.gov/lni/bbip/Print. aspx 03/12/2013 � O "N "E. SCOPE OF WORK PARKVVAY SUPERCENTER DRAWING INDEX REDUCTION ARCHITECTURE STREET �. CA 94105 1. STOREFRONT MANAGER'S OFFICE EXPANKO FLOORING SHEET SHEET TITLE v I s i O N s REVISIONS M. 6 O ',. 1 747 0 S O U T H C E N T E R PKWY TUKWILA WA V V 1 RR � • DEMO EST OR EFR ONT AND INSTALL N S T RE FR O NT 9. TOILET ROOMS ARCH ITECTU RAL X nX n 0000 X e GAP INC.. CORPORATE 1 HARRISON SAN FRANCISCO, AS SHOWN IN PLANS REMOVE AND DISPOSE OF (E TOIL ET ROOM FIXTURES, INSTALL N FILM ON ARCH OR TRANSOM WINDOWS AND ACCESSORIES AND PARTITIONS PER PLAN.: (.. � i REMOVE MUNTINS _BUILD NEW RESTROOMS P ER PLAN PROVIDE PLUMBING FOR (N) FIXTURES, AND INSTALL ALL NEW RESTROOM ACCESSORIES. 2. SALES AREA - REMOVE AND DISPOSE OF (E) DRINKING FOUNTAINS CO-0 PROJECT INFORMATION CD -1 GENERAL NOTES, RESPONSIBILITY MATRIX, SUBMITTALS CO -2 DOOR TYPES, HARDWARE & ROOM FINISH SCHEDULES STORE NO.: c0 -2A EXTERIOR DOOR SCHEDULES, HARDWARE & DETAILS - REMOVE (E) WALLS AS SHOWN IN PLANS - PROVIDE PLUMBING FOR (N) DRINKING FOUNTAIN AND -PATCH AND REPAIR (E) WALLS AFTER DEMO WORK INSTALL PER PLANS, - BUILD (N) FULL HEIGHT WALL BETWEEN SALES AREA - PROVIDE PLUMBING FOR (N) MOP SINK AND WATER AND BACK OF HOUSE HEATER PER PLANS. - BUILD( N) P ARTIALHEIGHTWALLSATSALESAREAAND BACK OF HOUSE 10. INTERIOR SIGNAGE CO -3 ACCESSIBILITY COMPLIANCE PROJECT TEAM AUTHORITIES HAVING JURISDICTION C2 -0 EGRESS FLOOR PLAN D1 -Oa DEMO FLOOR PLAN - INSTALL (N) MARKETING GRIDS AS SHOWN ON PLANS. - REMOVE (E) FITTING ROOM WAYFINDING SIGNAGE - REMOVE (E) FITTING ROOM HANGING ELEMENT 3, PAINT STORE - INSTALL (N) NON-ILLUMINATED WAYFINDING SIGNAGE: TENANT /CONSTRUCTION: ARCHITECT: BUILDING DEPARTMENT: D1 -Ob DEMO FLOOR PLAN GAP INC. WD PARTNERS ONE HARRISON ST. 7007 DISCOVERY BLVD. SAN FRANCISCO, CA 94105 DUBLIN, OHIO 43017 CONTACT: GREG MORRISON CONTACT: EMMY MCLEES TEL 415-713-4110 TEL (614) 634-7000 EMAIL:GREG_MORR ISON @GAP.COM FAX (614) 634-7777 EMAIL: EMMY.MCLEES @WDPARTNERS.COM TENANT /STORE DESIGN: ELECTRICAL /PLUMBING/ D1 -la DEMO REFLECTED CEILING PLAN CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT SOUTH CENTER BLVD #100 TUKWILA WA 98188 6300, , , , TEL 206-431-3670 FAX - HIGH DUST, VACUUM & CLEAN ALL SURFACES ABOVE FITTING ROOM, CASHWRAP, RESTROOM & QUICK 10' -0"A,F,F, (INCLUDE TOP OF LIGHT FIXTURES AND HVAC CHANGE, G.C. TO COORDINATE WITH VENDOR UNITS/DUCTS PRIOR TO PAINTING) - PAINT (E) SALES AREA WALLS & (E) COLUMNS BELOW 11, EXTERIOR SIGNAGE D1 -1b DEMO REFLECTED CEILING PLAN - Al Ocl CONSTRUCTION FLOOR PLAN Al -Ocii CONSTRUCTION FLOOR PLAN FROM FLOOR TO CEILING BEHIND BOOTHSETS, - REPLACE (E) EXTERIOR SIGNAGE WITH (N) SIGNAGE, G.C. - PAINT (E) CEILING STRUCTURE & OTHER CEILING TO COORDINATE WITH VENDOR. (STOREFRONT SIGNS, ELEMENTS AS NOTED. SIDFJREAR SIGN, BLADE SIGNS, MONUMENT AND PYLON - PAINT WALLS @ MANAGER'S OFFICE AND EMPLOYEE SIGNS) AREA /BOHPER DRAWINGS - PAINT GYP. BD WALLS AND CEILING IN TOILET ROOMS & 12: GRAPHICS Al -Ofl FIXTURE FLOOR PLAN IMBER: '9 CATION: KWAY SUI -CENTER PKV ILA, WA Al -Ofii FIXTURE FLOOR PLAN CODE INFORMATION Al -la REFLECTED CEILING PLAN Al -1b REFLECTED CEILING PLAN OLD NAVY STORE DESIGN 550 TERRY FRANCOIS BLVD SAN FRANCISCO, CA 94158 STORE DESIGNER: STEPHEN BARONIAN TEL: (415) 832 -1293 FAX: (415) 832 -2901 EMAIL: STEPHEN_BARONIAN @GAP.COM LANDLORD: MECHANICAL ENGINEER: CORRIDOR - INSTALL (N) INTERIOR GRAPHICS PER PLANS, G.C. TO COORDINATE WITH VENDOR 4: FITTING ROOMS WD PARTNERS 7007 DISCOVERY BLVD. DUBLIN, OHIO 43017 CONTACTS: JEFF BOLYARD TEL: (614) 634 -7234 FAX: (614) 634 -7777 EMAIL: JEFF.BOLYARD @WDPARTNERS.COM O APPLICABLE BUILDING CODES: Al -2a LOSS PREVENTION PLAN Al 2b LOSS PREVENTION PLAN 1. BUILDING CODE: IBC 2009 (W/ WA AMEND.) 2. MECHANICAL CODE: IMC 2009 (W/ WA AMEND.) 3. PLUMBING CODE: UPC 2009 (W/ WA AMEND.) 4. ENERGY CONSERVATION: 2009 WA STATE ENERGY CODE 5. FIRE SAFETY CODE: 2009 INTERNATIONAL FUEL GAS CODE 6. ACCESSIBILITY CODE: ICC /ANSI A117.1 -2003 7. ELECTRICAL: NEC 2008 (W/ WA AMEND.) O BUILDING CLASSIFICATION: 1. CONSTRUCTION TYPE: V- NONRATED 3. PROPOSED OCCUPANCY: M MERCANTILE 2. BUILDING USE GROUP: RETAIL 4. SEISMIC ZONE: 3 • O BUILDING DESCRIPTION: - REMOVE (E) FITTING ROOM PREFAB PARTITIONS, 13. ADDITIONAL SCOPE OF WORK DOORS, BENCHES & MIRRORS - BUILD BARRICADE FOR STOREFRONT WORK PAINT AND - INSTALL (N} FITTING ROOM PARTITIONS, DOORS, GRAB INSTALL BANNER. COORDINATE WITH VENDOR FOR BARS, BENCHES, MIRRORS, HOOKS & INTERIOR GRAPHICS BANNER INSTALLATION - INSTALL (N) FITTING ROOM PODS - BUILD (N) DEMISING WALL - PROVIDE POWER FOR (N) FITTING ROOMS - REMOVE (E) MANAGER'S OFFICE AND INSTALL (N) - INSTALL (N) FLOOR MATS MANAGERS OFFICE (INCLUDES SHELVING & STANDARDS, - INSTALL (N) BLUE METAL PANEL AND LARGE MIRROR SAFE CABINET, MANAGER'S DESK AND BOOTHSETS) - REMOVE (E) EMPLOYEE AREA AND INSTALL (N) 5. BOOTHSETS EMPLOYEE AREA (INCLUDES KITCHENETTE, SINK, A2-0 DEMO STOREFRONT PLAN &ELEVATION A2 -1 NEW STOREFRONT PLAN AND ELEVATION A3 -0 INTERIOR ELEVATIONS A3-1 INTERIOR ELEVATIONS CARMEN DECKER KIMCO REALTY PARKWAY SUPERCENTER TU KW I LA,WA 98188 TEL EMAIL: KDECKER @KIMCOREALTY.COM 2013 O.N.E. Q1-Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 A4 -0 PARTITION DETAILS & WALL TYPES A5 -0 ENTRY AREA ENLARGED PLAN & DETAILS - REMOVE & SALVAGE (E) BOOTHSETS AS SHOWN IN MICROWAVE, FRIDGE WITH PLUMBING, LOCKERS, TIME SALES AREA CLOCK) - INSTALL BOTH (N) AND (E) BOOTHSETS TO CREATE - INSTALL NEW SELF - LEVELING INTERIOR TOPPING 'O.N.E.' LAYOUT, MODIFY AND INSTALL PER DETAILS AS SYSTEM AT SELECTED AREAS SHOWN (ALL BOOTHSETS TO BE ASSEMBLED ON SITE) - REMOVE & REINSTALL LP EQUIPMENT, G.C. TO - INSTALL FILLER PANELS PER DRAWINGS COORDINATE WORK & SCOPE W/ VENDOR - INSTALL SHELVES AND BRACKETS PER DETAILS -ADD (N) SPEAKERS BY PLAYNETWORK. G.C. TO - INSTALL (N) BASICS WALL AND BASICS WALL MIRROR COORDINATE WORK & SCOPE W/ VENDOR - INSTALL(N)MIDFLOORFRAMES -GC TOPERFORM'FINALCLEAN "OF ALL AREAS AFFECTED BY (N) WORK COMPLETION OF ALL WORK A6-0 ENLARGED CASHWRAP AREA PLAN & CASHWRAP DETAILS CONSULTANT INFO; A6 1 CASHWRAP AREA DETAILS VICINITY MAP . A6-2 CASHWRAP DETAILS A7 -0 ENLARGED FITTING ROOM PLAN & RCP IL COPY �' �0 NAVY A7-1 FITTING ROOM ELEVATIONS A7-2 ENLARGED FITTING ROOM POD PLANS & DETAILS 1. NUMBER OF FLOORS IN BUILDING: 01 FLOORS RENOVATION: A8 -0 BOOTHSET ENLARGED PLANS & DETAILS , OLD - REMOVE -REMOVE & DISPOSE OF (E) PENDANT LIGHTS. - REMOVE & SALVAGE (E) FLUORESCENT FIXTURES, '' A8 -1 BOOTHSET DETAILS ��� rn��,�� &ppfQllei A;: it of constr () do a ,. ` o1 e ' '� �Y � or ordnance. 01 t , rov:: - '�, ► andcon one �� .µ tt 5359 jize p neniplj� Receipt Isack 1QWj oY. �W . 2. OF PROPOSED 01 3. HISTORIC /ARCHITECTURALLY YES NO YES NO SIGNIFICANT BUILDING? ■ ►/ 7. TOILET FACILITIES PROVIDED? 0 • 4. EXTERIOR STOREFRONT RENOVATION? 0 ■ 8. AUTOMATIC SPRINKLER SYSTEM? ►0 ■ 5. PROPOSED STRUCTURAL ALTERATIONS? ■ ►� 9. FIRE SYSTEM MODIFICATIONS? ■ ►ZZt 6. ENERGY CALCULATION ATTACHED? • O. A8 -2 BASICS WALL & SHOP DIVIDER DETAILS TRACK LIGHTING & SUSPENSION HARDWARE IN THE SALES, FITTING ROOM, AND CASHWRAP, - INSTALL(N)TRACKLIGHTS IN SALES AREA. - INSTALL ( N)/(R) FLUORESCENT LIGHT FIXTURES AS NOTED - INSTALL (N) PENDANTS AT FITTING ROOM AREAS "- INSTALL( N) REFLECTORSONALLFLUORESCENTLIGHT FIXTURES (SALESAREA)ANDSTOCKROOM - ABANDON (E) FLUORESCENT LIGHTS IN REMIT SPACE 7, CASHWRAPS SEPARATE PERMIT REQUIRED ff0R Q "� • ,�±�, � T CRY Tukwila DIVISION A9 -0a STOCK/PROCESSING AREA ENLARGED PLAN, ELEVATIONS & DETAILS A9 -0b STOCK /PROCESSING AREA ENLARGED PLAN, ELEVATIONS DETAILS PROFESSIONAL STAMP: A91 STOCK /PROCESSING AREA ELEVATIONS & DETAILS ®Y _ Date 3 -12,-\---,- " D SQUARE FOOTAGE: O A9 -2 ENLARGED EMPLOYEE AREA PLAN, ELEVATIONS & DETAI t _ ;t I „ . rrert #Square FoYage Eraakuit�wrt ... < ... , ^ „', . SALES AREA (6cludes sales areas, cas wrap areas, display area5ad' ace ntvestibsaswellaspublicelevaor, slansand entry vestibules) 6�arn� luistan BR / Old Navy /Outlet/ Athlete/ Piperlime :.L v � o f�asett�enitfiellar� ) Fv l i �±iy�iitt stai'� ale 16 520 L L t+,ytti�tn.�u�s aree�, EU (Yrltillln strife area} T t sqt ro € ` Fts�atag� 1s,52o Al 0-0a TOILET ROOM ENLARGED PLAN, ELEVATIONS & SCHEDULES ��r f�( - REMOVE (E) CASHWRAPS & (E) CUSTOMER SERVICE AREA .BUILDING REGIS,y� I D ARC i a J � • • ' ' �, ►� ASNINGTON A10 Ob TOILET ROOM ENLARGED PLAN, ELEVATIONS & SCHEDULES " "'� '"""•��� �n„ IUD NG DIVISION �1 ` ,999 � � GAP (Adult) o - INSTALL (N)CASHWRAPS(INCLUDESCREDENZA, ACCESSORY FIXTURES, BOOTHSETS, FASTLANE FIXTURES &STANCHIONS) COORDINATEWITHGSTAND 1 CASHWRAP VENDOR - INSTALL( N) VISUALDISPLAYPLATFORMSATCASHWRAP PROVIDE POWER FOR (N) CASHWRAP, CREDENZA, & Al 0-1 TOILET ROOM DETAILS GAP (Body) ° Kids GAP ( ) 0 All -0 EXTERIOR SIGNAGE DETAILS A11 -1 INTERIOR SIGNAGE DETAILS I J GAP (Baby/Mat) 0 � °' r3 ,� a, � t '� ,,.._.. 3T •- =3? w< Morning T[tes - REFRIGERATORS 8, BACK OF HOUSE - REVISIONS _,: _ .1i'�' :* _t`'`1.1a A �,• � . _ _. ,z I .. IIIIII II Ems. -. '.. ._,,.., ''xx'. .... ' =M: E j 1 gz( _ FITTING ROOM A AREA lncluesandingroomareas ,associatedcortidor, aboves and adjoining closets) BR /Old Navy/ Outlet/ Athea /Pipedime 491 491 Al2 -0 INTERIOR GRAPHICS /PAINT (FOR REFERENCE ONLY) - �°- -- - I` No changes shall be made to the scope of work without prior approval of -- 1 ulevvila Building Divisio n• NOTE: FcOVis {ors will require a new plan submittal and may include additional plan review fees. L L R '1 i n ,. � �3..�a�S i iy Vr}oa �{MFldllti >V �^l[� b '.,' � y'{� � i ' GAP (Adult) o � r� , : t i y ( _ rttrrda�xtrlusGaltry . ?,. .r? A13 -1 SPECIFICATIONS ARCHITECT INFO; V1Arhi 7007 DISCOVERY BLVD DUBLIN, 0 614 4, 00 4T 1.7 634.7000 T wDaARTNERS.coM ; °, - GAP (Body) o - INSTALL N KITCHENETTE WITH EMPLOYEE COUNTER ( } - PROVIDE PLUMBING FOR (N) SINK - INSTALL (N }HIGH DENSITY SHELVING UNITS -INSTALL N HANGRODS AND WALL STANDARDS AS (} A13 -2 SPECIFICATIONS , i ,;, a, lllsl, i°, a ?Iili1.1'F•a"lt;;,l7t =ls ='T„. -• A13 -3 SPECIFICATIONS .: , .. ` i' gir;t�. , rt -4; w U : =�12 : "_ • ' =� ..:u'... `� ' ,.. :- > GAP(Kids) 0 � •, < ;. :. �. �.::�- ....,. ...._....__ �. .ry*, �' A13 -4 SPECIFICATIONS �� ._ . ' ::• # ..� _a �, r .>ti_ •�� �b - � r c -; GAP (Baby/Mat) 0 A13 -5 SPECIFICATIONS SHOWN IN DRAWINGS - RELOCATE E LOCKERS ( ) `µa "~ _ + 'ms's, ,� -- _ �2 - ? i 3 : i I I = la = ATTACHED STOCK / PROCESSING AREA ("Back-of-house" area: includes stock and /or staging areas, managers off , employee area ice toile[ rooms, con eyor /dumhwai er exit co ndors and adjacent MEP/Cash/LP/Training rooms) BR /Old Navy /Outlet/ Athlete /Pipedime z,409 z 40 s A13-6 SPECIFICATIONS _ ?�" � =~ =+, GAP (Adult) -RELOCATE (E) TIMECLOCK NOTES:° C' .1 is 5 _ r "` j _ [ • �, t kE 3 *= _ ���(I GAP(Body) 0 - DRAWINGS MAY INCLUDE WORK NOT LISTED /� IN SCOPE OF WORK. - SIGNAGE UNDER SEPARATE PERMIT, SHOWN HERE FOR REFERENCE ONLY - I L L,_J Potential Availability '� ..i- -'' __ = "� Y3 � ry is GAP (Kids) o. - t� � A. GAP (Baby/Mat) 0 ,, - .= so _ _..._- REMOTE STOCK /PROCESSING AREA (Stock area in other areas of the center, i e. separaefromthesore, OTHER IMPROVED (Includes excessive exit corridors , excessive MEP /phone rooms,RM /DM office,RM /DM conference room, RM/DM toilet room and RM/DM exitcorndor) BR /Old Navy/ Outlet/ Athleta/ Pipedime 0 MECHANICAL AND PLUMBING GAP(Adult) 0 GAP(Kid) 0 s MO -1 MECHANICAL NOTES AND LEGENDS ISSUE TYPE. ADA CODE CONFORMANCE FLAME SPREAD RATINGS M1- 0 MECHANICAL DEMOLITION PLAN GAP (Kids) ° M1 -0 MECHANICAL PLAN GAP (Baby/Mat) BR /Old Navy / Oulet/ Athlete /Pipedime 0 o M4-0 MECHANICAL SCHEDULES 100% CHECK SET: 10/26/12 ` BID /PERMIT /LL. 11/09/12 m._........ -. ^. ,....,.... ,.,..:.... ,.,,. ^.,.,.., ..�......._ ......,... ^. ^,,. ..__... ........ ^... _.... .,._ . . ......... ....... .... ,._...._.. .... ,. _.._.. _. .......... .........,. .....,:.,,,, .._...,....., EXISTING FULLY NEW /UPGRADE DETAILS COMPLYING TO COMPLYING IN DRAWING GYPSUM BOARD M5-0 MECHANICAL DETAILS M8 -0 WIRING DIAGRAMS . USG 5/8" TYPE "X" GYP. BD WITH 3 -5/8" X 20 GA. METAL STUDS; ASTM E -84 UNDER THE MILL- BURTON ACT. IT HAS AFLAME SPREAD RATING OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0, CONTACT: STEVE MUNOZ, U.S. GYPSUM ASSOCIATION (415) 792 -4400 PAINT FINISH GAP(Adult) • i 0 P1 -0 PLUMBING PLANS, NOTES, AND LEGENDS ;, P1 -1 PLUMBING PLANS, RISERS, AND SCHEDULES GAP(Body) 0 1. AT LEAST ONE ACCESSIBLE ENTRANCE. NOTE: THIS SHOULD BE THE PRIMARY ENTRANCE. ADDITIONAL UPGRADE MAY BE REQ'D. IF ITS NOT. • C2 0 P5-0 PLUMBING DETAILS GAP(Kids) 0 MPF13 -0 MECHANICAL SPECIFICATIONS ON WALL AND OTHER SURFACES: SHERWIN - WILLIAMS PAINT; ASTM E -84 UNDER THE MILL - BURTON ACT. IT HAS A FLAME SPREAD RATING OF 10, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: RYAN SCHNEEMAN (216) 566-1765 OR CELL (216) 2141-1606 PLASTIC LAMINATE SEE VENDORS BELOW;. ASTM E -84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. (CAN /ULC BLBT7.R6838 FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 20 AND A SMOKE DEVELOPED OF 15. CONTACTS: STEVE TYACK, WILSON ART (916) 837 -3831 /SHIRLEY DEHART, NEVAMAR 800 254 -0778 ( ) ( ) LIESL HEIL FORMICA (415) 956-7742 MEDIUM DENSITY FIBERBOARD GAP(Baby /Mat) 0 MPF13 -1 MECHANICAL SPECIFICATIONS MPF13 -2 MECHANICAL SPECIFICATIONS 2. AN ACCESSIBLE ROUTE TO THE AREA OF REMODEL • ' 1 C2 -0 _ is TOTAL IMPROVED (t +z +s +a) TOTAL 0 19,420 0 0 19,420 F1 -0 FIRE SPRINKLER PLAN 3. ONLY ONE OF EACH TOILET ROOM UNLESS OTHERWISE REQUIRED ■ A1-Oci I € I €fi UNIMPROVED eU roccupiedanduxevekpedareas within vdease lines) BR /Old Navy/ Outlet/ Athlete /Pipedime o ELECTRICAL 4. VISUAL/AURAL ALARM • C2-0 GAP (Adult) 0 EO-1 ELECTRICAL NOTES AND LEGEND REVISIONS: 5. ACCESSIBLE DRINKING FOUNTAIN • CO -3 GAP(Body) o ED1-0 POWER DEMOLITION PLAN 6. ADA COMPLIANT SIGNAGE • CO 3 ' ED1 -1 LIGHTING DEMOLITION PLAN GAP (Kids) + ° 7. OTHERS: DESCRIBE MEANS OF COMPLIANCE: LE. PARKING SPACES, ELEVATORS, STAIRS, ETC. -- ....._..._ ..... ^.... :....... , ^ , ^., ... ^ ^,.. ^:.. . ^.__.... M E1 -0 POWER PLAN GAP (Baby iat) o E1 -1 LIGHTING PLAN ,y TOTAL IMPROVABLE (5 +s) Overall TOTAL 0 19,420 00 19,420 E4-0 LIGHT FIXTURE SCHEDULE . THIS PROJECT WILL COMPLY WITH ALL AMERICAN WITH DISABILITIES ACT REGULATIONS AND ALL LOCAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR, EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS DOOR HARDWARE G SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE FINISH FLOOR AND OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS. 4. PROVIDE INTERNATIONALS SYMBOL OF ACCESSIBILITY (ISA) AT 60 ABOVE FINISH FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING ROOM DOORS . SYMBOL SHAPE AND CONTRASTING COLORS DOOR( S). SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 5. ACCESSIBLE DOORS MUST BE A MINIMUM 3' -0" WIDE X 6' -8" HIGH. 6: PROVIDE 18" CLEAR SPACE ON STRIKE /PULL SIDE OF INTERIOR DOORS, 12" CLEAR SPACE ON STRIKE /PUSH SIDE OF INTERIOR DOORS. 7. PROVIDE ACCESSIBILITY SIGNAGE ON RESTROOM DOORS TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 8. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO CONFORM WITH ALL LOCAL, STATE AND FEDERALACCESSIBILITYRND ENERGY CODE REQUIREMENTS. 9. PROVIDE CLOTHING HOOK AT 40 ABOVE FINISH FLOOR IN ACCESSIBLE FITTING ROOMS : O 10: ALL CUSTOMER SERVICE CHECKSTANDS SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. SEE CASHWRAP SHEET FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. E5-O EAS DETAILS MEDITE CORPORATION FORMALDEHYDE FREE WOOD BASED PANEL PRODUCT (SHELVING). CONFORMS TO , ( ) ASTM D 2037 -87 -25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E -84 (CAN/ULC BLBT7.R6838 ( FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 20 AND A SMOKE DEVELOPED OF 25 _ ) CONTACT. MEDITE CORPORATION (541) 773 2522 MELAMINE Total Stock / Processing Areas divided by Total Improved (section 3 divided by section 5) = �------••-••-••-•----------- �•----•--•--------••--•-•-----------•--••••----•-••'-'---""---"'--•---•-•----'-'-'-'•-•-- •--- •------ •�•- •-- •-- •- • - - -- •-•••-••••-----•-------•-•---- •------- E OCCUPANCY LOAD: CI EGRESS REQUIREMENTS: O 0 •-- •--- •----- - -• --' E6-0 CASHWRAP DETAILS E &0 ELECTRICAL DETAILS CITY N NOV s i01Z E9-O POWER RISER SCHEDULES E9-1 PANEL SCHEDULES E9-3 ELECTRICAL DETAILS ON CASHWRAP SURFACES TESTS CONDUCTED IN ACCORDANCE WITH UL962. IT HAS A FLAME SPREAD RATING OF 75 & SMOKE DEVELOPED INDEX OF 55. (CAN /ULC BLBT7.R6838 FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 15 AND A SMOKE DEVELOPED OF 20) MARK REXROAT ( MARK.REXROAT @IDXLOUISVILLE.COM) STAINLESS STEEL PER TABLE: 1004.1.1 (IBC 2009) PER TABLE: 1016.1 (IBC 2009) E9-4 ELECTRICAL DETAILS �'ERMIi . MERCANTILE SALES STORAGE BUSINESS 17011 SQFT / 30 = 567 2238 SQFT / 300 7 ......_ .. ^ ^...a „.....a• 171 SQFT / 100 2 EXITS REQUIRED: EXITS PROVIDED . ^ ^ ^ ^ ^ ^ ^^ -, ^ ^ ^,.. ^.. a.. -•--• .•• , ^•. - ^ ^ ^ • ^•• TRAVEL DISTANCE ALLOWED: 2E. 3 . ^.• • .,.. ^. 250' E9-5 ELECTRICAL DETAILS E13-0 ELECTRICAL SPECIFICATIONS E13 -1 ELECTRICAL SPECIFICATIONS DRAWN BY: EM/ TOTAL 576 STAINLESS STEEL WAINSCOTPROVIDED SHOULD BE FABRICATED FROM FIRE RATED MATERIALS TESTED IN ACCORDANCE WITH ASTM- E84=01 (CAN /ULC S102.2 FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 25 OR LESS & SMOKE DEVELOPED OF 450 OR LESS. G PLUMBING FIXTURE REQUIREMENTS: A/E JOB NUMBER: GAPON0321 TITLE SHEET: PROJECT INFORMATION SCOPE OF WORK PER TABLE: 2902.1 (IBC 2009) TOTAL OCCUPANCY: 576/ 2 288 MEN & WOMEN REVIEWED FOR CODE COMPLIANCE APPROVED � MAR 1 1 2013 t: �� `i City of Tukwila BIJILDIN+C DIVISION NOTES: FIXTURE REQUIRED PROVIDED _ BUILDING IS EQUIPPED WITH (E) SPRINKLER ( ) AND FIRE ALARM SYSTEM. ANY CHANGES TO THESE SYSTEMS WILL REQUIRE A SEPARATE PERMIT. W.C. ALE .^ __ _C .. ^ ...... .... ...��..- .:_...,........... LAVATORY MALE W.C. FEMALE LAVATORY FEMALE DRINKING FOUNTAINS :.....: MOP SINK,. ,...:... 1 _...._,. ._.,.. 1 1 1 „....: r,_,1 ... . . ........_.......... 1 1 (& 1 URINAL ...�.,.... ...,.... ).:..... 1 •' ' " -' -- 1 1 . 2 ...,.: :......._. 1 _ SHEET NUMBER: ■ IC 0 • MECHANICAL SYMBOLS - o- oOFF AUTO0— D‹ -F=fr F 3- POSITION SWITCH 2 -WAY CONTROL VALVE 3 -WAY CONTROL VALVE ACCESS PANEL. SEE ARCHITECTURAL DRAWINGS BUTTERFLY VALVE CHECK VALVE CEILING EXHAUST FAN CLOSES ON PRESSURE RISE CLOSES ON TEMPERATURE RISE COMBINATION FIRE /SMOKE DAMPER COMBINATION BALANCE /SHUT —OFF CONCENTRIC DUCT TRANSITION CONTROL DAMPER CONTROL RELAY SOLENOID DETAIL SYMBOL DRAIN VALVE DUCT MTD. SMOKE DETECTOR DUCT MOUNTED SUPPLY REGISTER DUCTWORK TRANSITION RECTANGULAR TO ROUND ECCENTRIC DUCT TRANSITION ELECTRIC BASEBOARD HEATER (EBBH) EQUIPMENT SYMBOL FLEXIBLE DUCT CONNECTION FLEXIBLE DUCT FIRE DAMPER FUSE GATE VALVE GLOBE VALVE INLINE PUMP INTERNALLY LINED DUCT I m EJ 11 __�0 l 51.u51.s1 l FistcToi 111 �w MAGNETIC MOTOR STARTER COIL MOTORIZED DAMPER OPENS ON PRESSURE RISE OPENS ON TEMPERATURE RISE P & T RELIEF VALVE PILOT LIGHT P.O.C.: POINT OF CONNECTION PRESSURE GAGE RELAY RETURN DUCT ELBOW UP OR DOWN RETURN GRILLE ROUND DUCT DOWN ROUND DUCT — UP SECTION SYMBOL SIDEWALL MOUNTED SUPPLY REGISTER SUPPLY DIFFUSER — 4 -WAY THROW SUPPLY DIFFUSER — 2 -WAY THROW SUPPLY DUCT ELBOW UP OR DOWN TEMP /LTG CONTROL PANEL (TLCP) TEMP. SENSOR — MOUNT 48" AFF THERMOMETER THERMOSTAT MOUNT 48" AFF AIR CURTAIN FAN SPEED CONTROLLER MOUNT 48" AFF TRANSFORMER TURNING VANES UNION UNIT HEATER (UH) VOLUME DAMPER Y— STRAINER MECHANICAL ABBREVIATIONS AHU Al AO AUX AWG CD COM CU CV CV DC DI DO EA EF EOL FACP FCU FD FDM FM FPB FSD GND H HAC HOA LHR LS MD MIN MOD N. NC NO OA OL OVR PC PT RA RD RES RG RTU AIR HANDLING UNIT ANALOG INPUT ANALOG OUTPUT AUXILLIARY AMERICAN WIRE GAUGE CONTROL DAMPER COMMON CONDENSING UNIT CONTROL VALVE VALVE COEFFICIENT DIRECT CURRENT DIGITAL INPUT DIGITAL OUTPUT EXHAUST AIR EXHAUST FAN END OF LINE FIRE ALARM CONTROL PANEL FAN COIL UNIT FIRE DAMPER FLOW DISPLAY MODULE FLOW METER FAN POWERED BOX FIRE SMOKE DAMPER GROUND HOT HEATED AIR CURTAIN HAND OFF AUTO HEATING RELAY LINE VOLTAGE LIQUID SENSOR MINIMUM OR MODULATING DAMPER MINIMUM MODULATING NEUTRAL . NORMALLY CLOSED NORMALLY OPEN OUTDOOR AIR OVERLOAD OVERRIDE PHOTOCELL PROGRAMMABLE THERMOSTAT RETURN AIR RETURN DIFFUSER RESISTOR RETURN GRILLE ROOFTOP UNIT RVR SD SEF SMD SR TC TDM TS VH VA VAC VAV VD WAP WSHP WUH X XMFR WMS REVERSING VALVE RELAY SUPPLY DIFFUSER SMOKE EXHAUST FAN SMOKE DETECTOR SUPPLY REGISTER TIME CLOCK TEMPERATURE DISPLAY MODULE TEMPERATURE SENSOR UNIT HEATER VOLT VOLT AMPERE VOLT ALTERNATING CURRENT VARIABLE AIR VOLUME VOLUME DAMPER WIRELESS ACCESS POINT WATER SOURCE HEAT PUMP WALL UNIT HEATER TRANSFORMED TRANSFORMER WIRE MESH SCREEN HVAC GENERAL NOTES 1. THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE MECHANICAL AND ELECTRICAL DRAWINGS SHALL REFER TO THE GENERAL CONTRACTOR. 2. THE CONTRACTOR FOR THE DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS QF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE HVAC SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR. COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORD AND G.C. VERIFY SCOPE OF WORK WITH G.C. PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY G.C. 5. THE CONTRACTOR SHALL COORDINATE WITH G.C. ON ANY ADDITIONAL STRUCTURAL STEEL REQUIRED TO SUPPORT MECHANICAL EQUIPMENT PER DETAILS SHOWN ON STRUCTURAL PLANS. THE CONTRACTOR SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH G.C. AND LANDLORD. VERIFY SCOPE OF WORK WITH G.C. PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY G.C. THE CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT BEING USED OR SHOWN TO REMAIN, IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH G.C. AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH G.C. PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY G.C. PROVIDE ALL LOW VOLTAGE CONTROL WIRING FOR THE TEMPERATURE CONTROL SYSTEM. COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR CONTROL SYSTEM CONDUIT AND POWER REQUIREMENTS. COORDINATE EXACT LOCATION WITH THE G.C. FOR ALL TEMPERATURE CONTROL COMPONENTS. PROVIDE IDENTIFICATION ON ALL HVAC EQUIPMENT. PROVIDE STENCIL WITH A MINIMUM OF 4" HIGH BLACK SPRAY PAINTED LETTERS, INDICATING TENANTS NAME, HVAC UNIT NUMBER AND SPACE NUMBER, VERIFY ADDITIONAL REQUIREMENTS WITH LANDLORD. CONTRACTOR TO VERIFY THAT ALL ITEMS ON CONTRACTOR CHECKLIST ARE COMPLETED PRIOR TO MEP COMMISSIONING. CONTRACTOR WILL RECEIVE CONTRACTOR CHECKLIST IN ELECTRONIC FORM WITH BID DOCUMENTS. DRAWING SCHEDULE NUMBER TITLE MO -1 MECHANICAL NOTES ' AND LEGENDS M1 D -0 MECHANICAL DEMOLITION PLAN M1 —0 MECHANICAL PLAN M4 -0 MECHANICAL SCHEDULES M5 -0 MECHANICAL DETAILS M8 -0 WIRING DIAGRAMS P1 -0 PLUMBING PLANS, NOTES, AND LEGENDS P1 -1 PLUMBING PLANS, RISERS, AND SCHEDULES P5 -0 PLUMBING DETAILS MPF1 3-0 MECHANICAL SPECIFICATIONS MPF13 -1 MECHANICAL SPECIFICATIONS MPF1 3-2 MECHANICAL SPECIFICATIONS F1 -0 FIRE SPRINKLER PLAN REVIEWED FOR 'CODE COMPLIANCE APPROVED MAR 1 1 2013 City of Tukwila BUILDING DIVISION RESPONSIBILITY MATRIX LEGEND STOREFRONT EXTRUSION O GC FACTORY FINISHED L= LANDLORD O = OWNER (GAP INC.) FURNISHED BY COMMENTS ITEM ( GC= GENERAL CONTRACTOR I INSTALLED BY RESPONSIBILITY MATRIX ITEM FURNISHED BY INSTALLED BY COMMENTS ROOFTOP UNITS AS SPECIFIED 0 GC REFER TO RTU SELECTION SCHEDULE ON SHEET M4 -0 FOR FACTORY AND FIELD INSTALLED ACCESSORIES DUCTLESS MINI —SPLIT AHU AND ACCU O GC DUCTLESS MINI —SPLIT CONDENSATE PUMP O GC FIELD INSTALLATION IN AHU REQ'D REMARKS: 1. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH VENDOR. STANDARD SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTE: 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER AND /OR LANDLORD. ANY WORK SHOWN IN THE CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR LANDLORD IS FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK RESPONSIBILITY. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. 3. G.C. IS RESPONSIBLE FOR CHECKING ALL LANDLORD FURNISHED AND /OR INSTALLED ITEMS TO ENSURE THEY MATCH THE PLANS. G.C. SHALL SUBMIT AN RFI PRIOR TO COMMENCING WORK IF ANYTHING DOES NOT MATCH PLANS. IF G.C. DOES NOT NOTIFY GAP PRIOR TO COMMENCING WORK, G.C. WILL BE LIABLE FOR CORRECTING ALL DISCREPANCIES. 2,1761 CITY TtlmiltA NUV 1 b 2012 PERMIT CENTER` REDUCTION GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 0 0 STORE NUMBER: 0000047990 CO ILO ORE LOCATION: w w U ct w 0 0 W J 2 IY Lu H Z 0 2013 O.N.E. Q1 -Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 CONSULTANT INFO: PROFESSIONAL STAMP: ARCHITECT INFO: 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ISSUE TYPE: 100% CHECK SET: BID/PERMIT/LL: 10/26/12 11/09/12 REVISIONS: DRAWN BY: DE/JB NE JOB NUMBER: GAPON0321 TITLE SHEET: MECHANICAL NOTES AND LEGENDS SHEET NUMBER: MO -1 . 1. ; t eat. a-Nan an ; meat In 1 tat , .)rkt.t.‘11,,,,,aa.aaltk1 JAN ITOR , wo m E N ,,E„,i‘Pizcg,„!...,,,E„E_ CLOSE"). , I 1,, 2 )I,,L_ __„ , 3/8* SUCTION LINE 1 4021 AND 1/4" LIQUID LINE INE :::: i,, • STOCK i PROCESS! C ' A.Ek-1 1 1 ! , 1 , • . , . I. . . . , . (072/16 (LINED) ICA 1 ; 1 SR-X I lan 11 1 80' i d ■lasimmi. ; , 3 a 1 ' e ..„,„±„..t.„..._,24-. , , '; 11 102 „ „ TG-2 ::•', , , a .1,., 11 , ii PIP:. OF 2) ill I I 12/12 , t . , ; .... ITYP. OF 2)11), I II „ „ • .„. „„„t„,„„„ 1 . i AHU -1 80 420 (401) 450 TG-1 : 9 (tYP. OF 2) 3 e 300 J 331 340 DUCTWORK SUBMITTAL REQUIREMENTS 1. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE LINDAB, UNITED MCGILL OR SEMCO DUCT SYSTEMS CONSISTING OF FITTINGS THAT ARE FACTORY FITTED WITH A SEALING GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT THE USE OF DUCT SEALER. MATERIALS: ALL DUCT AND FITTINGS SHALL BE G-90 OR G-60 GALVANIZED. 2. SUBMITTALS: SUBMIT MANUFACTURER'S DUCT SYSTEM CATALOG DATA FOR REVIEW AND APPROVAL SUBMITTAL SHALL INCLUDE DUCT, FITTING AND SELF SEALING GASKET CATALOG INFORMATION. 1 M5-0 M8-0 � , 3. FOR GAP INC. NEGOTIATED NATIONAL ACCOUNT PRICING, CONTACT: • LINDAB NATIONAL ACCOUNT REP - LARRY SMITH, P.E. ESTIMATINGOLINDABUSA.COM OFFICE: 800-797-7476 EXT. 2033 RTU -1 al) DIRECT: 757-392-3233 CELL: 757-672-2968 Rri._.__JA,__t240 302 In *UNITED MCGILL ACCOUNT REP - BRUCE WALTERT I ko I RTU43 Glo M840 , BWALTERTOMCGILLAIRFLOW.COM OFFICE: 209-466-2351 . 1 RTU 44 (1) , CELL: 916-533-5582 ; 1 g . i ;attOt\aNt`t\V4, CN 0 ,L.La, 10"0 UP ' -4- r--1 SR-2 ' 12 0 ; attN c 1: a aent: , - .._ : . tat) i ,a k ks,n,„.„ I : HVAC PLAN NOTES 1. ALL RETURN GRILLES IN CONSTRUCTION AREAS MUST BE COVERED WITH FILTER MEDIA WHILE HVAC SYSTEM IS RUNNING. REPLACE FILTER MEDIA WHEN IT GETS DIRTY. 2. CONTRACTOR IS RESPONSIBLE FOR CLEAN HVAC COILS AT THE END OF CONSTRUCTION. PREVISIONS SHOULD BE TAKEN TO KEEP COILS CLEAN, AND IF COILS GET DIRTY, THEN CONTRACTOR IS RESPONSIBLE FOR CLEANING THEM. 3. CERTIFIED TAB CONTRACTOR TO REBALANCE EXISTING AIR DEVICES TO CFM AS DESIGNATED ON PLAN. tk ,..., ,m, 3,,,,,,,,,,,,,,,a3:33,..„ ,„..,, a, 3:,. 3,.. :•,,,,,,,, „,, „ , . . .„ ,!.• .) , • •••• )1, 4 ) •• , +. . , , ( .,,, 7 ) I•7) ), • • 7 ,):. ), ) ., • , , \ • . • ..) ,•• ) • :,.. i r -7-7; , , ; . , - , ; ' , , :7 3, . , ; , , , ; , , , , ; , , . : , , , , , , , ,.. , . , , <, , , 1 . /._ il--,.--1. .1 :. 11 ; r - t "II 11 ; r . (E)SR sti+.7 L_ __ 401) , . , 1 22 40 II (LINED) (E)72/16 (401) 200 4•11:0 I .3;',, 200 ..,.....i-i.4.,,,,,,,, 1 „--,,, , (401) (401) f.E./aB 1:::: I AL.= (401) 240 rl ,1240 „:,,,,c-INLES Sr C- ,„....:,,,:, 3 3 (401) 360 C. 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V""\ 40) ,-(E)SR1, -(E)SR/4101\ / 200d I. \ ilk (EN/10N 3.• I ‘ „fa ,,,a,333aNaaos ( E) 72/ 16 • (LIN,ED)I HVAC CODED NOTES :L 240 ( 4(1:1) • 3 :33 1 \ttat;tattNtty, S (401) IELSR 1--- Lau (401) ..- \ \ 360 I- 10:60 I \ ttatt; tat' ,.. ...... . , :11 \ a . • • „, ••,..-... ....3,....3,1:.,-;22-3,traga:::i134:: twxati: „ •• Lr.i.s el 1 \ ,.., ,4-1 13:33..aa 3 3" .Ar. 1 11 401 .3 0 311 la 1 0 6:08`4`1;. 401: a: a (E6)kss‘ 1:13J al I 03E:03 3 . , 3 :11 111 I ll • .• t i :;II..... ... ' .. I „ Xi .,,.. ,,,,,, 3 ,,,,: •.. -,,, 401) (E)sR Ftt:,„ttt H. :.,_(4= .....( ,. 401) (1 ...L.- N 1 3 :,;:aNtaiama333 . . : 3.334,r I I 1 I I 1 I I 301 RTU-1 gitt- 1, Hi ; (40$ ;.; b E; SR LE-)514/ 401> 10601 72/16 STOOK PROCESSING AREt \ -2 SR-1 535 SR-1 535 (100) PLACE "AS-BUILT" MECHANICAL DRAWINGS IN DRAWING TUBE. (104 REFEI, TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. (101) DASHED LINE AROUND HVAC EQUIPMENT REPRESENTS MANUFACTURER'S RECOMMENDED CLEARANCES FOR EQUIPMENT MAINTENANCE. IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SERVICE CLEARANCES THE FULL HEIGHT OF THE UNIT IN THIS AREA AND TO PROVIDE ACCESS TO THESE AREAS SUBJECT TO G1C.'S APPROVAL. SHOULD FREE AREA NOT BE AVAILABLE, CONTACT C.C.'S PROJECT MANAGER FOR FURTHER „ INSTALLATION REQUIREMENTS. c2001 (102) CONTRACTOR TO PROGRAM HVAC EQUIPMENT THERMOSTAT, INITIAL OPERATION HOURS AND TEMPERATURE SET POINTS. ADJUST OPERATIONAL HOURS WHEN OBTAINED BY GENERAL CONTRACTOR. PROVIDE WITH CURB ADAPTOR. ) PROVIDE NEW COMMERCIAL PLEATED AIR FILTERS 2" DEEP WITH MERV 8 RATING AT EACH OF THE FOLLOWING TIMES. FILTERS SHALL BE FARR 30/30 OR APPROVED EQUAL: 1. INSTALL FIRST SET OF 2" PLEATED FILTERS DURING UNIT INSTALLATION. 2. REPLACE FILTERS AFTER ANY HEAVY SANDING OR OTHER CONSTRUCTION ACTIVITY THAT WOULD ADD DIRT TO FILTERS. 3. INSTALL CLEAN FILTERS JUST PRIOR TO AIR BALANCE. 4. INSTALL FINAL FILTERS AFTER FINAL STORE CLEANING. INSTALL (2) TRANSFER GRILLES (ONE ON EACH SIDE OF WALL) AT 17'-O" A.F.F. TO BOTTOM OF GRILLE. MOUNT "UP-SIDE-DOWN" TO PREVENT VIEW THROUGH DEVICE. PAINT TO MATCH WALL. COORDINATE LOCATION WITH REAR WALL GRAPHICS. (300) VENSTAR T2900 PROGRAMMABLE THERMOSTAT. THE MOUNTING HEIGHT SHALL BE 48" A.F.F. CONFIRM EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN. att (301) VENSTAR ACC0400 REMOTE TEMPERATURE SENSOR. THE MOUNTING HEIGHT SHALL BE 48" A.F.F. CENTERED ON COLUMN. CONFIRM EXACT LOCATION WITH G.C. PRIOR TO ROUGH-IN. INSTALL CONTROL WIRING IN CONDUIT. ATTACH SENSOR TO ROUGHED-IN .ELECTRICAL J-BOX. attattaeatatettsuatt'40,-.4.0.,%•0--%oaaatattaN*"taasawass,ottsttott\vt-Nottaott\a‘o,Nowtvattat,, 31a: 333, CHANGES TO THE DESIGN OF ANY SYSTEM IDENTIFIED ON THESE DRAWINGS OR SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. ANY MODIFICATIONS WITHOUT THE ORIGINATING ENGINEER'S WRITTEN AUTHORIZATION AND APPROVAL SHALL BE THE RESPONSIBILITY, AS WELL AS THE COST TO CORRECT SUCH MODIFICATION, OF THE CONTRACTOR. MECHANICAL LEGEND (N) NEW ITEM (E) - - - - EXISTING TO REMAIN (R) EXISTING ITEM BEING RELOCATED (R) MENK EXISTING TO BE RELOCATED (D) EXISTING t TO BE. DEMO'D - • CONNECT TO EXISTING ry ;t1 33.3 •It.J 111 111 11 111 „ (400) OWNER PROVIDED TRANE ROOF TOP HVAC UNITS WITH ECONOMIZERS AND POWER EXHAUST. PROVIDE WITH SEISMIC CALCULATED CURB ADAPTERS. NEW DUCTWORK SHALL BE FULLY LINED WITH 1" THICK, 1-1/2 LB. DENSITY LINER. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. 304) GENERAL CONTRACTOR TO VERIFY PROPER WORKING ORDER (401) AND COMPATIBILITY OF EXISTING DUCT MOUNTED SMOKE DETECTOR. RELOCATE TO. RETURN DUCT OR PROVIDE NEW # (402) IF NEEDED. WIRE THE THERMOSTAT FAN WIRE THROUGH THE NORMALLY CLOSED CONTACT ON THE SMOKE DETECTOR "S TO SHUT DOWN THE HVAC UNIT UPON SENSING SMOKE. ( SMOKE DETECTORS SHALL BE. INSTALLED IN THE RETURN t AS REQUIRED BY CODE. SMOKE DETECTOR MUST BE ) 1, INSTALLED IN AN ACCESSIBLE LOCATION. INSTALL REMOTE N. TEST/RESET STATION AS REQUIRED. COORDINATE LOCATION N OF TEST STATION WITH G.C. (310) ROUTE TOILET EXHAUST DUCT UP THRU ROOF. INSTALL WITH ROOF CURB AND ROOF CAP. REBALANCE EXISTING AIR DEVICE TO CFM SHOWN ON PLAN. CAP EXISTING AIR 'TIGHT. (403) CONDENSING UNIT (ACCU -1). UNIT TO BE INSTALLED IN THIS APPROXIMATE LOCATION ON ROOF. ENSURE PROPER SERVICE CLEARANCES ARE MAINTAINED UPON INSTALLATION AND COORDINATE EXACT LOCATION WITH THE LANDLORD. ALL ROOF WORK IS TO BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR. (404) AIR HANDLING UNIT (AHU-1). INSTALL PER ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS. MOUNT BOTTOM OF UNIT AT 6' 8" A.F.F. COORDINATE LOCATION OF BLOCKING WITH G.C. CORRECTION ; REVIEWED FOR CODE COMPLINCE APPROVED MAR 1 1 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 1 2013 PERMIT CENTER REDUCTION GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 2 ad 2013 O.N.E. Q1-Q2 PROTOTYPE DATE: 08/10112 OPENING: 2013 CONSULTANT INFO: PROFESSIONAL STAMP JAN 0 7 2013 ARCHI E INFO: 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ISSUE TYPE: 100% CHECK SET: 10/26/12 BID/PERMIT/LL: 11/09/12 REVISIONS: DRAWN BY: DE/JB NE JOB NUMBER: GAPON0321 TITLE SHEET: MECHANICAL PLAN MECHANICAL PLAN vs" = 100 SHEET NUMBER: M 1 mil RTU SELECTION SCHEDULE (MANUFACTURER: TRANE) I12 1/2 -25 Ton Packaged Unitary Gas /Elec Rooftop - Dedicated Schedule Report Result RTU -1 RTU -4 Quantity 1 1 Model Number YFD211F YFD151F IDX Cooling, Gas Heat 3 -10 Ton Product Type MCA (AMPS) YF: Gas /electric unit with FIOP YF: Gas /electric unit with FIOP Three Phase Cooling Capacity HEATING CAPACITY (BTUH) 211F: 17.5 T, Hi. Eff. R410A - MC 151F: 12.5 T, Hi. Eff. R410A - MC Standard Factory Installed Options LSN121HSV Downfl econ and TXVfface -split evap Downfl econ and TXV /face -split evap Base Unit Module Airflow Configuration Econ -ref enthalpy 0- 100% w/ bar rel 3ph Downflow Downflow Type of Heat Downflow Low heat , Low heat Electrical Characteristics Low gas heat 3ph 460/60/3 460/60/3 Field Supplied Drive Kit Required 460/60/3 High Static Drive Kit None SEER /EER @ AHRI EER 11.8 12.1 Ambient temp F 95.00 ` 95.00 Elevation ft 449.00 449.00 Design airflow cfm 7100 5000 Indoor rpm rpm 680 591 Indoor mtr operating power bhp 3.37 1.60 ESP in H2O 0.570 0.370 Component ESP in H2O 0.266 0.260 Gross total capacity MBh 182.22 133.06 _ Gross sensible capacity MBh 149.39 109.39 Gross latent capacity MBh 32.83 23.66 Cooling EDB F 71.99 73.65 Cooling EWB F 59.51 60.16 Ent air relative humidity % 48.15 45.69 Cooling LDB F 53.53 53.89 Cooling LWB F 50.46 50.63 Output htg capacity MBh 203.00 122.00 Input htg capacity MBh 250.00 150.00 Heating EAT F 60.64 57.06 Heating LAT F 88.32 80.39 MFS or Max Circuit Breaker A 50.00 40.00 MCA A 42.00 32.00 Condenser fan FLA A 2.90 1.60 Condenser fan count Each 2.00 2.00 Evaporator fan FLA A 7.60 4:80 Compressor motor 2 RLA A 9.60 7.10 Compressor motor 1 RLA A 14.80 12.80 Compressor motor count Each 2.00 2.00 Operating Weight lbs 2784 2709 Drop Box Diffuser Weight lbs N/A N/A REFER TO SHEET MO -1 FOR RESPONSIBILITY MATRIX CONCERNING CONTRACTOR FURNISHED AND OWNER INSTALLED ITEMS. 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Schedule Report Result RTU -2 RTU -3 Quantity 1 1 Model Number YHC092F YHC092F IDX Cooling, Gas Heat 3 -10 Ton Unit function MCA (AMPS) DX cooling, gas heat DX cooling, gas heat Tonnage HEATING CAPACITY (BTUH) 7.5 Ton Dual compressor 7.5 Ton Dual compressor Unit efficiency LSN121HSV High efficiency High efficiency Fresh air selection - Econ -ref enthalpy 0- 100% w/ bar rel 3ph Econ -ref enthalpy 0 -100% w/ bar rel 3ph Airflow Application 12.5/20 Downflow Downflow Heating capacity LG Low gas heat 3ph Low gas heat 3ph Voltage 8.2 460/60/3 460/60/3 Supply fan /drive /type /motor 13,300 Standard drive motor Standard drive motor Field supplied drive kit required REMARKS: 1. FURNISHED WITH WIRED WALL THERMOSTAT MODEL #PQRCVSLO(QW). 2. FURNISHED WITH ASPEN MINI AQUA CONDENSATE PUMP, TO BE FIELD INSTALLED IN AHU. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 3. AHU POWERED FROM ACCU, REFER TO WIRING DIAGRAM ON SHEET M8 -0. 4. FURNISHED WITH WIND BAFFLE FOR LOW AMBIENT OPERATION. None None EER @ AHRI Conditions EER 12.6 12.6 Ambient Temp F 95.00 95.00 Elevation ft 449.00 449.00 Design Airflow cfm 2400 2500 Indoor RPM rpm 863 893 Indoor mtr operating power bhp 0.43 0.48 Design ESP in H2O 0.170 0.170 Component SP in H2O 0.110 0.115 Gross Total Capacity . MBh 79.32 79.94 Gross Sensible Capacity MBh 65.46 66.06 Gross Latent Capacity MBh 13.86 13.88 Cooling Entering DB F 75.35 75.02 Cooling Entering WB F 60.92 60.77 Ent Air Relative Humidity % 43.66 44.04 Cooling Leaving Unit DB F 50.89 51.36 _ Cooling Leaving Unit WB F 49.07 _ 49.33 Output Heating Capacity MBh 96.00 96.00 Input Heating Capacity MBh 120.00 120.00 Heating EAT F 51.95 52.95 Heating LAT F 89.25 88.75 MOP A 25.00 25.00 MCA A 19.90 19.90 Condenser fan FLA A 2.00 2.00 Evaporator fan FLA A 4.30 4.30 Compressor 2 RLA A 4.70 4.70 Compressor 1 RLA A 7.10 7.10 Operating Weight lbs 1318 1318 Drop Box Diffuser Weight lbs N/A N/A FACTORY INSTALLED OPTIONS: 1. AIR -SIDE ECONOMIZER 2. REFERENCE ENTHALPY CONTROL 3. THERMAL EXPANSION VALVE 4. 2" DEEP PLEATED MERV 8 RATED FILTERS 5. CRANKCASE HEATERS 6. FACTORY NON -FUSED DISCONNECTS 7. THRU THE BASE ELECTRICAL 8. UN- POWERED CONVENIENCE RECEPTACLE 9. HINGED ACCESS DOORS 10. 10 -YEAR HEAT EXCHANGER PARTS WARRANTY 11. 5 -YEAR COMPRESSOR PARTS WARRANTY 12. RELIATEL MICROPROCESSOR CONTROL OPTION 13. EPDXY COATING FOR CONDENSER COIL FACTORY SUPPLIED. FIELD INSTALLED ACCESSORIES: 1. POWERED EXHAUST 2. SEISMIC ROOF CURB ADAPTERS CONTRACTOR SUPPLIED AND INSTALLED ACCESSORIES: 1. ADDITIONAL 2" DEEP PLEATED MERV 8 RATED FILTERS FOR INFORMATION REGARDING PRICING, ORDERING AND DELIVERY INFORMATION ON THE TRANE EQUIPMENT PACKAGE CONTACT SUSAN YOUNGBLOOD AT: (408) 481 -3600 OFFICE E -MAIL: SYOUNGBLOOD @TRANE.COM FOR GENERAL ISSUES CONTACT GARY L. RICH NATIONAL ACCOUNT EXECUTIVE. (408) 481 -3620 OFFICE OR (415) 317 -2822 MOBILE E -MAIL: GLRICH ©TRANE.COM VENTILATION NOTES: 1. RTU -1 OUTDOOR AIR QUANTITY TO BE BALANCED TO 1161 CFM. 2. RTU -2 OUTDOOR AIR QUANTITY TO BE BALANCED TO 856 CFM. 3. RTU -3 OUTDOOR AIR QUANTITY TO BE BALANCED TO 836 CFM. 4. RTU -4 OUTDOOR AIR QUANTITY TO BE BALANCED TO 1216 CFM. DUCTLESS MINI- SPLIT HVAC SYSTEM SCHEDULE (BY TENANT) TAG SUPPLY FAN ELECTRICAL DATA PERFORMANCE WEIGHT (LBS) REMARKS MARK MFR MODEL FLOW LOW /MID /HIGH (CFM) FAN SETPOINT (CFM) MCA (AMPS) MOCP (AMPS) V /PH /HZ COOLING CAPACITY (BTUH) HEATING CAPACITY (BTUH) EER /SEER AHU -1 LG LSN121HSV 210/280/350 350 - - 208/1/60 11,200 13,300 12.5/20 25 1,2,3 ACCU -1 LG LSU 121 HSV - - 8.2 15 208/1/60 11,200 13,300 12.5/20 78 3,4 REMARKS: 1. FURNISHED WITH WIRED WALL THERMOSTAT MODEL #PQRCVSLO(QW). 2. FURNISHED WITH ASPEN MINI AQUA CONDENSATE PUMP, TO BE FIELD INSTALLED IN AHU. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 3. AHU POWERED FROM ACCU, REFER TO WIRING DIAGRAM ON SHEET M8 -0. 4. FURNISHED WITH WIND BAFFLE FOR LOW AMBIENT OPERATION. FAN SCHEDULE MARK MARK MFR MODEL CFM S.P. (IN W.G.) ELECTRICAL OPER WT (LBS) REMARKS H.P. VOLT /PH /HZ EF -1 LOREN COOK GC -164 150 0.625 145 WATTS 115/1/60 15 STEEL 1 EF -2 LOREN COOK GC -164 150 0.625 145 WATTS 115/1/60 15 (1) 1 EF -3 LOREN COOK GC -144 75 0.750 98 WATTS 115/1/60 15 (1) 1 REMARKS: 1. PROVIDE WITH FACTORY MOUNTED DISCONNECT SWITCH AND BACKDRAFT DAMPER. DMPR AIR DISTRIBUTION DEVICE SCHEDULE MARK MODEL MAN U. TYPE NECK SIZE (L" X W ") FACE SIZE (L" X W ") FRAME FINISH MATERIAL ACCESSORIES REMARKS SR -1 (1) (1) DUCT SUPPLY GRILLE 33 X 6 -- (1) (1) STEEL DMPR SR -2 (1) (1) DUCT SUPPLY GRILLE 21 X 6 -- (1) (1) STEEL DMPR SR -3 (1) (1) DUCT SUPPLY GRILLE 13 X 6 -- (1) (1) STEEL DMPR SD -1 (2) (2) PLAQUE FACE 6 "0 24 X 24 (2) (2) STEEL DMPR TG -1 (3) (3) WALL TRANSFER GRILLE 12 X 12 -- (3) (3) STEEL -- TG -2 (4) (4) PLAQUE FACE 12 '0 24 X 24 (4) (4) STEEL PFS TG -3 (3 (3) WALL TRANSFER GRILLE 20 X 20 -- (3) (3) STEEL -- ACCESSORIES: PFS - PLASTER FRAME EXT- LINDAB AIR EXTRACTOR DMPR- DAMPER OBD- OPPOSED BLADE DAMPER KEY NOTE MARK MANUFACTURER MODEL FRAME TYPE ACCESSORIES FINISH (WHITE) REMARKS DAMPER PIASTER FRAME (1) SR-1/SR-2 LINDAB RGS -3 DUCT EXT - GALVANIZED 'EXT' IS THE AIR EXTRACTOR PRICE SDGE DUCT AS - GALVANIZED 'AS' IS THE AIR SCOOP (2) SD -1 KRUEGER PLQ 23 PRN -100 5HCF23 BRITISH WHITE PRICE SPD 31 VCR -7 APF B12 TITUS OMNI 3 AG -75 TRM 26 (3) TG-1/TG-3 KRUEGER S85 SURFACE - - BRITISH WHITE PRICE 535 SURFACE - - B12 TITUS 25RL SURFACE - - 26 (4) TG -2 KRUEGER PLQ 23 - 5HCF23 BRITISH WHITE PRICE SPD 31 - APF B12 TITUS OMNI 3 - TRM 26 M REVIEWED FOR CODE COMPL►NCE APPROVED MAR 1 1 2013 City of Tukwila BUILDING DIVISION crryiv�► NOV 1 b 2012 PERMIT CENTER REDUCTION GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 STORE NUMBER: 0000047990 STORE LOCATION: Of w w U W CL u) CL W J 2 2 oxs 2013 O.N.E. Q1 -Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 CONSULTANT INFO: PROFESSIONAL STAMP: ARCHITECT INFO: 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ISSUE TYPE: 100% CHECK SET: 10/26/12 BID /PERMIT/LL: 11/09/12 REVISIONS: DRAWN BY: DE/JB NE JOB NUMBER: GAPON0321 TITLE SHEET: MECHANICAL SCHEDULES SHEET NUMBER: M4 -4 12"X12" REDUCTION ` . \t \. \ � ° \ \ I IiIEL 0 AIR DUCT TRANSFER (TG -2) GRILLE WITH LAY —IN FRAME AND ACCESSORY STEEL MOUNT ADAPTOR TRANSFER GRILLE TG -1 2'RISE 3' e - HU 1 REFRIGERANT PIPING: GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 i IFA ,� METAL STUD FRAME FOR GYP. BOARD ._...• ".__.... ..... SUPPORT OR FRAMED WALL �@ I .�.r.1 $ �� gq� a s ,. 3$, °.. CEILING r £' Via : ,.4 cr0�?� �\ � a � � I ,sue a ,,,m c, \• a: a � HORIZONTAL RUNS = 19 FEET 3 RISE VERTICAL RISE = 19 FEET MISCELLANEOUS = 5 FEET ... PROVIDE STEEL FRAMING AROUND OPENING AND SECURE TO STRUCTURE. GYP. BOARD OR LAY —IN CEILING. y" ,.33. "=gip ..., 3:. a ra� -= -�u. a� ....� . "�• ����" , a R3r r33 °, °.•� "33 =°, , 3 11, 14'RISE TOTAL LINE LENGTH = 43 FEET LINE LENGTHS INDICATED ARE APPROXIMATE. CONTRACTOR TO VERIFY EXACT ROUTING AND LENGTH IN FIELD AND RE— CONFIRM LINE SIZES WITH MANUFACTURER PRIOR TO INSTALLATION. U AH ' %Atii 2013 O.N.E. Q1 -Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 AHU -1 REFRIGERANT PIPING DETAIL TO SCALE TRANSFER AIR GRILLE DETAIL NO2 TO SCALE J CONSULTANT INFO: �I 400 LAG BOLT NEOPRENE WASHERQ NAIL BOLTS 111 • PLAN D EXTRACTOR DUCT SUPP YD DIFFUSER CONDENSING PROFESSIONAL �e �+�� STAMP: ,:;:AN?. , y or ppu37i94 o 8003719 ` b$ SsloxA1- NOV 12 2012 UNIT OFFICE /RESTROOM WALL -0" A.F.F. -0" TO 15' -11 "A.F.F. AND 1/3 OF LEFT. OF HORIZONTAL DEGREES DOWN. OF HORIZONTAL DEGREES DOWN. / /��,r //F COUNTERFLASHING SUPPORT SPIRAL MAIN DUCT 016' ©13' SECTION RAIL (ENT RAIL ES -5 OR LAG ROOFING (PATE APPROVED EQUAL) ROOF INSULATION ARCHITECT INFO: MCI 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ROOF STRUCTURE O ADJUST THROW OF VERTICAL BLADES FOR 1/3 OF AIR STRAIGHT AIR TO 45 DEGREES RIGHT AND 1/3 OF AIR TO 45 DEGREES O FOR SUPPLY REGISTERS 13' -0" TO 15' -11 ", ADJUST THROW BLADES FOR 2/3 OF AIR STRAIGHT AND 1/3 OF AIR TO 22.5 3 FOR SUPPLY REGISTERS 16' -0" & HIGHER, ADJUST THROW BLADES FOR 1/2 OF AIR STRAIGHT AND 1/2 OF AIR TO 22.5 PLATE BASE NOTE: PROVIDE RUBBER FLOOR MATTS AROUND ALL ROOFTOP EQUIPMENT ACCU MOUNTING DETAIL NOT TO SCALE DUCT MOUNTED REGISTER DETAIL NOT TO SCALE 101 330 ISSUE TYPE: NEW 24 GA. G.I. COVER PLATE - NOTCH TO FIT PIPES 1.I. ���— C� LAI NEW 24 GA. G.I. MULTIPLE PIPE ENCLOSURE ASSEMBLY — FASTEN TO CURB USING NEW 3/8" HEAD SCREWS THROUGH 5/8" STEEL/ NEOPRENE WASHERS - MIN. 3 PER SIDE. NEW 4" FIREPROOF INSULATION STRIP 1 WOOD CURB GRAVITY VENT COOK MODEL 12PR BEND — ADJUST 1OFT MAX. CITY NOV "I......n...nn......�. 6 2012 PERMIT( "`N 100% CHECK SET: 10/26/12 ray �.� ._. 11/09/12 .....W.. a. m...a....naa�. TO S.A. MAIN INSULATED ROUND DUCT _.... ___ ..... ... ... ... ..... _ •... __ .... ..•.•...__., ,..�_"..._..�. .�.. .. ...�. • �.... �..•. ....•.....°....... �. �..., �....•.. �... �... �.__�..........��.�._...._..._ _._.__.._...._...___.__.__..___ _______..... ...._.. _...... . �- TAPE & STRAP FLEXIBLE DUCTWORK CONNECTION (TYPICAL) PLACE DUCT HANGER STRAP BEFORE INSULATED FLEXIBLE DUCTWORK LENGTH SECURE VENT TO ROOF BIRD SCREEN REVISIONS: i� ®' NEW 2x 0 I�/ CAVITY — FOAM FILLED CURB AS REQUIRED. f FLASH AND ...."warn. n...e....r. a...........nb...wra m ...a ________._.__....... .......... ...__... ".................•.... _.a..wa. _____ ..._.a a. "....n_e __.bn.__eeee.�bn�. ......... ...p.... _ �. �.___ a. �a... a.. �._ .. �..�.�___a....�.___a�._�.Waa �.. __._.____•_____ .m_.._._..__.._._...__._.__.... __ . .a. . 4 ._._____.___.a___. M____ _M.a_.. _ (MINIMUM 2 FASTENERS COUNTERFLASH I, ./ �� -`'' ;;'�4 - ® ���� �- NEW 2x4 WOOD NAILER �` SECURED TO NEW PIPES UNDERLYING DECK PER SIDE) N. SEAL ALL _` ,',',\,„ ROOF CURB.. MINIMUM 14 " \� HIGH FACTORY ` FABRICATED ROOFING L . A JOINTS W::::= - �: � . -,- -� •I ® NEW NEW FIBERGLASS BASE SHEET - MECHANICALLY FASTENED NEW MODIFIED BITUMEN FLASHING MEMBRANE - TORCH-APPLIED 3 "x3" CONTINUOUS 20 GA. G.I. S \. ° \\ , INSULATED ROOF .. a. CURB COMPATIBLE op ROOF INSULATION � - r RADIAL DAMPER PROVIDE MIN. - ONE DUCT DIAMETER TO DIFFUSER ROOF STRUCTURE FRAME ROOF OPENING � WITH ROOF. \S METAL - SECURE TO DECK USING SCREWS SPACED AT 8" O.C. EXISTING ROOF INSULATION EXHAUST VENT DUCT DROP, FULL SIZE OF ' OPENING. REVIEWED FOR CODE COMPL NCE APPROVE MAR 1 1 2013 City Of Tukwila BUILDING DIVISION CURB -UP DRAWN BY DE/JB EXISTING BUILT ROOFING ' ...__..._...u_ __....._ ._.. �; �_....__ ...w. NE JOB NUMBER: GAPON0321 .� SUPPLY DIFFUSER WITH LAY —IN PROVIDE STEEL FRAMING FRAME AND ACCESSORY STEEL MOUNT AROUND OPENING AND ADAPTOR FRAME FOR GYP. BOARD SECURE TO CEILING STRUCTURE. GYPSUM BOARD OR LAY -IN CEILING rt, ( 4,2_,. 17 1 EXISTING STEEL DECK EXHAUST VENT DUCT. REFER TO PLANS FOR DUCT SIZES. TITLE SHEET: MECHANICAL DETAILS NOTE: ALL PIPES ENTERING THE PIPE ENCLOSURE ASSEMBLY SHALL BE NOT LOPED UPWARD TO RUN THEY THE BUILDING. HFLASHING SO THAT WATER WILL SHEET NUMBER: M5-O PIPE THROUGH ROOF DETAIL .NOT TO SCALE NOT TO SCALE NOT TO SCALE DIFFUSER MOUNTING DETAIL 100 DUCT THROUGH ROOF DETAIL 315 331 AHU TO ACCU WIRING DIAGRAM REDUCTION , CORPORATE 1 HARRISON SAN FRANCISCO, k ARCHITECTURE STREET CA 94105 OUTDOOR UNIT TERMINAL - ■ I 1(L1)12(L2)11(L1)12(L2) I 3 5P 0 o ow m Et z 0 11 m o! m m o COMMUNICATION CABLE ? Lu z o z m O x 0 POWER COND. PUMP 1 SUPPLY PHASE 2 POLE MOTOR RATED SWITCH N.C. ui GRAY 208/230VAC N.C. • PURPLE 15A • -F ORANGE WIRE r1 SW D NUT 1- L I N _ INDOOR UNIT TERMINAL 3P 1( 1)12(L2) 3 e 2013 O.N.E. Q1 -Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 NOTE: THE THERMOSTAT WIRING WHIP MUST BE PLUGGED INTO THE 1 AMP FUSE MOLEX CONNECTOR ON THE PCB BOARD OF THE INDOOR UNIT. CONSULTANT INFO: DUCTLESS MINI -SPLIT HVAC SYSTEM WIRING DIAGRAM NOT TO SCALE 340 340 VENSTAR T2900 PROGRAMMABLE HVAC INSTRUMENTATION SCHEDULE NOTES: SPLICING OF CONTROL WIRING IS NOT ALLOWED. ALL WIRING MUST MEET THE FOLLOWING CRITERIA. IF RE -USING EXISTING WIRING, CONTRACTOR MUST VERIFY THE WIRING MEET THESE CRITERIA: 1. A SIX CONDUCTOR 18 GAUGE UNSHIELDED CABLE IS REQUIRED FROM THE THERMOSTAT TO THE EQUIPMENT. THE MAXIMUM DISTANCE IS 100 FT. 2. THE REMOTE SENSOR SHOULD BE CONNECTED TO THE THERMOSTAT USING SOLID CONDUCTOR CAT 5, CAT 5E OR CAT 6 TYPE NETWORK COMMUNICATION CABLE. THIS IS AN UNSHIELDED CABLE WITH 4 TWISTED PAIRS OF 24 GAUGE SOLID WIRE. THE CABLE LENGTH SHOULD NOT EXCEED 250 FEET. DO NOT USE STRANDED CABLE. CUT ANY ADDITIONAL CONDUCTORS FROM EACH END OF THE CABLE TO PREVENT SHORTING. 3. IF LESS THAN 75 FEET OF CABLE IS REQUIRED TO CONNECT THE THERMOSTAT TO THE REMOTE SENSOR, A THREE CONDUCTOR THERMOSTAT CABLE (18 -24 GAUGE) MAY BE USED. THIS CABLE IS NOT SUITABLE FOR ANY QTY 4 ITEMS SD -X SYSTEM RTU SERVICE SMOKE DETECTION DESCRIPTION SMOKE DETECTOR MANUFACT. _ REMARKS 4 THERMOSTAT (REAR VIEW) WIRING TERMINAL BLOCK 1 XMFR -1 RTU CONTROLLED DEVICES CONTROL TRANSFORMER _ 1,2,3 PROFESSIONAL o'' �"�O STAMP: s. 'VAN' sr. `� ova . "� .Q37s1 `�SIONAL #6 `1 t 12 4 2012 REMARKS: 1. 120 VAC PRIMARY AND 24 VAC SECONDARY, 100 VA. 2. CAPABLE OF POWERING MULTIPLE DEVICES UP TO A MAXIMUM TOTAL OF 100 VA. 3. SERVES SD -1, SD -2, SD -3 AND SD -4. 4. SERVES THE FOLLOWING EQUIPMENT: RTU -1, RTU -2, RTU -3 AND RTU -4. O 0 0 0 O 0 0 W2 W1 /0 /B MISC1 YG RS2 MISC3 MISC2 CK1 RS +S CKGND RS1 R RS GND C 0 0 0 0 0 0 LENGTH GREATER THAN 75 FEET. 4. REMOTE SENSOR WIRE SHALL BE A MINIMUM OF 6" FROM ANY OTHER WIRE AND SHALL NOT BE ON THE SAME BEAM OR CONDUCTIVE METAL AS ANY OTHER WIRE. I- -I N I. 1 1 ARCHITECT INFO: VW 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM L — H � • • X2 - - -1 WIRING TERMINAL BLOCK . TRANE PRECEDENT OR VOYAGER UNIT — 2 —STAGE HEATING AND COOLING I I 120VAC L imi H1 TRANE "ECA" ECONOMIZER CONTROL MODULE ►4VAC X1 i_i • • THERMOSTAT WIRING LEGEND UNIT BLOWER SECTION UNIT CONTROL BOX XFMR -1 LTB1 I r J W2 SECOND STAGE HEAT W1 /0 /B FIRST STAGE HEAT OR REVERSING VALVE MISC1 CONFIGURABLE OUTPUT #1 -4c 1 —4°2 O2 -4°1 < °2 —4014 -4-0 X14 —4° MAT MOD BUS 0-5V COMM COMMON COMMON RAT 0 -5V 24V AC COMMON -20mA P 2RAH P1 -20mA 2 OAH P24 -1 P24 -2 ECA ECONOMIZER MODULE 0)- o � °)- 0)- 52 TEST 1 - - 51 ST 2 1 J I r I I I I RS2 SECOND STAGE REMOTE SENSOR Y1 FIRST STAGE COMPRESSOR 31 1 MISC3 CONFIGURABLE OUTPUT #3 G FAN r - — - — — I I— - I r — - RTRM 30 31 2 3 RS +5 +5 vdc FOR TWO SENSORS MISC2 CONFIGURABLE OUTPUT #2 J7 - • • 9 10 - 16 N.C. 6 RS1 REMOTE SENSOR CK1 DRY CONTACT ISSUE TYPE: 7_1 118 4 RS GND GROUND FOR TWO SENSORS CKGND DRY CONTACT GROUND 7 -2 31 5 - - - - - - - - - R 24 VAC TRANSFORMER 100% CHECK SET: 10/26/12 BID/PERMIT/LL: 11/09/12 7 -3 32 6 UNIT SUPPLY FIN I -- C 24 VAC TRANSFORMER COMMON °~ I �_7_4 rT_At_ _ft,..,,_ _7_5 _ LEAVE FACTORY JUMPER BETW EN LTB -5 & LTB -6 IF NOT USING DUCT SMOKE DETECTOR 2:)-( NOT TO SCALE .............. �... ____ __...�., _. .. L 7 -6 VENSTAR THERMOSTAT WIRING 302. L 7 -7 0 CITYOLA NUV 2012 7 -8 1-7 -9 PERMIT CENTER REVISIONS: L I- , - -I VENSTAR ACCO400 REMOTE TEMPERATURE SENSOR , - - i WIRE TO i 9 - - -- O 10 0 i WIRE TO i 9 10 0 _ b ea ..ee ee��ne..e_e n nee._.e_. __e_ e_ aem�e d _.. d .......____......_.. �.........—....._........___..._.......__................... �. ..Mw...�............._._.�... -..--..__.............._..._......... ...........�............._..... ..... �. �. �.—.... �. �.... �. . n__.. n_. �.._ ....__ a.. yv.�..r...r.�._a�rr..a..p.... N....... �.—. �.a ��a �b pn�ey�.... ... .a..r a... �.....,...maab.....ap....b�r —..—............ ����a �a— y.r..ab._ e_. n_. m..__....a. �. �.. .ap...�..�mr..r.....m..r..�a RS GND RS _ RTU —1 124 VAC RTU -4 124 VAC � SUPPLY NR I I EMERGENCY H I EMERGENCY H STOP O�—O I L. - - II - � - -I — - - J STOP RETURN aR r _ —I TERMINAL r -� 0 O-�O 16 N.C. 6 O -- - • 0 O � • W2 ® W1 /0/B C+- 0— 0— O 0 0- - — — - - TERMINAL 16 N.C. RS +V o- _ -'1 i I L - - - r - — — DETAIL NOTES: - MISC1 ® Y1 RS2 G MISC3 MISC2 CK1.o RS +S RS1 CKGND RS1 GND C 3 N.C. 14 3 N.C. 14 iEOL :RESISTOR SPECIFIED JBY FACP UL LISTED 4 -WIRE FACP BY LANDLORD �J`- 4 4 r DRAWN BY: DE/JB KD SMOKE DETECTOR SD -X. DETECTOR CONTACTS r - - - - -- - -� NE JOB NUMBER GAPON0321 VENSTAR T2900 PROGRAMMABLE THERMOSTAT I N.O. N.O. TO OPEN WHEN SMOKE IS DETECTED IN THE I AIRSTREAM. I 5 • • 0 5 • TITLE SHEET: WIRING DIAGRAMS I I I L J I L_L to, 2_2%. ri 1 - �- Pq r PERMIT N FIRST DETECTOR IN LAST DETECTOR IN ANp THE LOOP THE LOOP RPPROVA� EQUIREp HEETNUMBER: 8-0 RTU WIRING DIAGRAM (2 -STAGE CLG UNITS) NOT TO SCALE NOT TO SCALE 304 SUPERVISED DUCT SMOKE DETECTORS DETAIL 309 DIVISION 15 - MECHANICAL SECTION 15000 BASIC MECHANICAL REQUIREMENTS A. NOTE 1. THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE MECHANICAL DRAWINGS AND SPECIFICATIONS, SHALL REFER TO THE GENERAL CONTRACTOR. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH. ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE jr EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 6. REFER TO RESPONSIBILITY SCHEDULE ON THE MECHANICAL DRAWINGS FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY ° AFFECT BID, B. GENERAL REQUIREMENTS I. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR OWNER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE G.C. CONSTRUCTION MANAGER, AS REQUIRED. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. C. CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO THE C.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS . WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. ANY PROPOSED SUBSTITUTIONS MUST BE PR- QUALIFIED, LISTED IN THIS CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR THE OWNER OF AT LEAST $500 PER TYPE OF EQUIPMENT. ADDITIONALLY, ONLY MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE REVIEWED. ALL SUBSTITUTIONS ARE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWINGS PROCESS, BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE OWNER RESERVES THE RIGHT TO REJECT ANY PROPOSED SUBSTITUTIONS. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO THE G.C.'S CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE G.C.'S OFFICE AND THE SUB- CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. F. GUARANTEE . THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE WRITING) OF THE INSTALLATION BY THE GENERAL CONTRACTOR'S CONSTRUCTION MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. THE OWNER SHALL PROVIDE A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY THE OWNER AND ITS VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. G . RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO. DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE STAMPED "DO NOT REMOVE" AND PLACED IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANELS. (SEE DRAWINGS FOR LOCATION.) H. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRACES CONFLICT OR ARE UNCLEAR, ADVISE THE C.C.'S CONSTRUCTION MANAGER, IN WRITING OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, THE G.C.'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. I. PHASING REQUIREMENTS 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH THE G.C.'S CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. J. DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C.. COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF /WALL /FLOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE G.C. K. SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2, ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. L HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. END OF SECTION 15000 DIVISION 15 - MECHANICAL SECTION 15200 PLUMBING A. SCOPE OF WORK Y. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND ALL WORK FOR ' THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE. PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. C. FIXTURES AND EQUIPMENT AS SCHEDULED. D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. TESTS AND ADJUSTMENTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL B. EQUIPMENT AND INSTALLATION 1. REFER TO PLANS FOR EQUIPMENT AND FIXTURE SCHEDULES. A. TRAP PRIMERS SHALL BE PRECISION PLUMBING "PRIME-RITE" OR ' EQUAL. B. WATER HAMMER ARRESTERS SHALL BE ZURN "SHOCKTROL" OR EQUAL. 2. SANITARY PIPING VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL A. WASTE, DRAIN AND EN 2" PIPE. VENT PIPING ABOVE FLOOR 2 OR SMALLER MAY BE GALVANIZED STEEL. ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN USE IS "PERMITTED. BY THE LANDLORD,. LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOE S NOT AFFECT OTHER TRADES. B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE INSULATION TO BE AS SPECIFIED FOR WATER PIPING. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: A. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER BRAZE ALL JOINTS. B. ALL OTHER: TYPE 'L' OR TYPE "M" (IF PERMITTED BY LANDLORD AND LOCAL CODE AUTHORITY) DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN- ANTIMONY SOLDER 4. PIPING OF DISSIMILAR METALS MUST BE DI- ELECTRICALLY SEPARATED. 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE G.C.'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERATIONS OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING EQUIPMENT SUPPLIED. 6. INSULATE ALL HOT WATER AND COLD WATER PIPING WITH 1" THICK (K =0.23 ®75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. ° 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 10. CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. FLOOR DRAINS SHALL BE J.R. SMTIH 2005A -P050 OR EQUAL WITH TRAP PRIMER CONNECTION. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE C.C.'S CONSTRUCTION MANAGER. 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 12_ LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: A. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. B. TEST DRAIN, WASTE, VENT PIPING BY A 10 WATER COLUMN FOR TWO HOURS. 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. 14. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. C. GAS PIPING 1. FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A -120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 21/2" AND LARGER. 3. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST- INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID. END OF SECTION 15200 DIVISION 15300- MECHANICAL SECTION 15300 FIRE PROTECTION A. SCOPE OF WORK 1. THIS CONTRACTOR MUST USE A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR TO PERFORM ALL FIRE PROTECTION WORK. ALL COSTS MUST BE INCLUDED IN THIS CONTRACTORS BID. FIRE PROTECTION CONTRACTOR MUST COMPLY WITH ALL SECTIONS OF THIS SPECIFICATION AND INCLUDE SAME IN BID. 2. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA -13, LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL AND THE OWNER. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. TESTS AND TEST CERTIFICATES. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO D AVOID INTERFERENCES AND CONFRONTATIONS. CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER BRANCHES AND SUBMIT CALCULATIONS TO THE C.C.'S CONSTRUCTION MANAGER UPON REQUEST OR REWORK SYSTEM TO THE G.C. CONSTRUCTION MANAGER'S SATISFACTION. 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. CONFIRM REQUIREMENTS WITH THE G.C. PRIOR TO BID. B. SHOP DRAWINGS 1. THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT SIX (6) COPIES TO THE G.C. FOR ARCHITECTURAL APPROVAL OF HEAD LOCATIONS AND TYPES. 2. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWING'S, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE G.C.'S CONSTRUCTION MANAGER. C. EQUIPMENT AND INSTALLATION 1. SPRINKLER HEADS: A. FUSIBLE LINK TYPE AND STYLE AS INDICATED OR REQUIRED BY THE APPLICATION. UNLESS OTHERWISE INDICATED, PROVIDE HEADS WITH NOMINAL 1/2" DISCHARGE ORIFICE FOR "ORDINARY" TEMPERATURE RANGE. B. CONCEALED AUTOMATIC SPRINKLER HEAD (ALL BRANDS): MODEL #G -1, BRONZE HEAD WITH WHITE COVER PLATE BY RELIABLE AUTOMATIC SPRINKLER COMPANY OR EQUAL C. SEMI - RECESSED AUTOMATIC HEAD (BANANA REPUBLIC CLASSIC ONLY): MANAFACTURER VIKING, MODEL A1- 06662B. ESCUTCHEON (BANANA REPUBLIC CLASSIC ONLY): MANAFACTURER VIKING, MODEL F1- 06911A. D. RECESSED AUTOMATIC SPRINKLER HEAD: MODEL #G WITH BRIGHT CHROME FINISH HEAD AND WHITE ESCUTCHEON BY RELIABLE AUTOMATIC SPRINKLER COMPANY INC. OR EQUAL. E. UPRIGHT AUTOMATIC SPRINKLER HEAD: MODEL #G WITH NATURAL BRONZE FINISH HEAD BY RELIABLE AUTOMATIC SPRINKLER COMPANY INC. OR EQUAL. F. SPRINKLER HEADS BY GLOBE, STAR, GRINNELL, VIKING OR CENTRAL SHALL BE CONSIDERED EQUAL. G. SPRINKLER HEADS LOCATED IN CEILINGS OR WALLS BELOW 8' -0" ABOVE THE FINISHED FLOOR AND ABOVE STORAGE DECKS ARE TO BE CONCEALED. 2. PIPING: A. COPPER TUBE AND FERROUS PIPE IN ACCORDANCE WITH NFPA -13 SECTION 3 -3 AND LANDLORD AND LOCAL CODE REQUIREMENTS. CPVC AND POLYBUTYLENE IS NOT PERMITTED. 3. A FIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE LANDLORD. VERIFY IN FIELD PRIOR TO BID. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA AND LOCAL CODES IF MORE STRINGENT. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. 4. ALL SPRINKLER LINES SHALL BE INSTALLED AS HIGH AS POSSIBLE, AVOIDING INTERFERENCE WITH LIGHT FIXTURES, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHT FIXTURES, DUCTWORK, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. 5. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, LIGHT FIXTURE PLACEMENT, DUCTWORK, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 6. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH THE G.C.'S CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH -IN. 7. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. 8. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, AND THE C.C.'S CONSTRUCTION MANAGER. 9. FURNISH AND INSTALL 10 LB. TYPE "ABC" FIRE EXTINGUISHERS, WITH CABINETS IF REQUIRED, AND AT LEAST A "2A1 OBC" RATING. LOCATIONS TO BE ESTABLISHED IN � THE FIELD BY THE C.C.'S CONSTRUCTION MANAGER AND THE LOCAL FIRE PROTECTION OFFICIAL. MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. END OF SECTION 15300 DIVISION 15 - MECHANICAL CITY SECTION 15500 HEATING, VENTILATION, AND AIR CONDITIONING A. SCOPE OF WORK PERMIT LABOR, U P ENT SERVICES, 1. THIS CONTRACTOR SHALL FURNISH ALL L B R, EQ I M TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. HVAC UNITS, EQUIPMENT, AND APPURTENANCES (UNLESS NOTED OTHERWISE). M I 4)„.... I 7 REDUCTION GAP INC. CORPORATE 1 HARRISON SAN FRANCISCO, \ \ ,,. „- ARCHITECTURE STREET GA 94105 STORE NUMBER: REPS. I.D.: 5359 0000047990 ui 2013 O.N.E. Q1 -Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 CONSULTANT INFO: PROFESSIONAL n It STAMP: S. VAN s . W •r,,,. ? r " � f; °1 y". / 4 ++ ''+ ° ' `S'SIONAL0 • ' �2 ARCHITECT INFO: Mid 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ISSUE TYPE: 100% CHECK "• " " - "• "•�•• _�_,- 1 " " "" ", " ISION SET: 10/26/12 " "• "- •• "• "•M•�- - "- "•M • - - -" " " "-- --•••2 •"• MIT/LL: 11/09/12 • ••••••••• ••m " " "•• " " " " "• " "••••• " "" "w " "•" �••• " "•" REVIEWED CODE COMP APPROV : ' ?' MAR 1 1 21-1r j. City ofTlljU BUILDING DI R P NUV Z012 CENTER , OF TO Ci REVISIONS: �• " " " "m "..• " " "_ ". "." .... a.".....".".".......". ... " " ".. ". " " " ". " "... "... " "... "" "••""•""""""""""•""•••••""•""""""•""•"• �"""""••••"""" �'•""""•"""•• "•�'• " " "• " "••• " "• " "•• " " " "• " " " "• "••""•••"""••"•• �"""""" m"""""""•" �"" �W"•••"••""" p"""•" " " " " " " " " " "• " "p " "•••• " " "•W " " " " "� ._.. .. ". " "� ".•••.. "...• ".. ". "_ _.._" DRAWN BY: DE/JB NE JOB NUMBER GAPON0321 TITLE SHEET: MECHANICAL SPECIFICATIONS SHEET NUMBER _ MPF13 0 B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. ROOFING AND STEEL FRAMING FOR SUPPORT AS APPLICABLE "REFER TO C. CURBS, (AS APPLICABLE, PLANS). D. CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. TEMPERATURE /LIGHTING CONTROLS 2 BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOBSITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS - - OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3 RELOCATION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B. HVAC EQUIPMENT 1 PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY THE OWNER AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS AND SCHEDULES FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY. 2 ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3 EQUIPMENT SHALL BE INSTALLED AND START —UP PERFORMED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE G.C.. SIGNIFICANT DEVIATIONS IN ROUTING OR SIZING OF THE DUCTWORK /PIPING SYSTEMS MUST BE CLOUDED AND NOTED ON THE SHOP DRAWINGS. THESE SIGNIFICANT DEVIATIONS MUST BE APPROVED BY THE OWNER'S ENGINEER PRIOR TO FABRICATION OR INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (IE. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 3. ROUND AND FLAT OVAL DUCTWORK A. ALL ROUND AND FLAT OVAL SUPPLY, RETURN AND EXHAUST DUCTWORK, EXCEPT SYSTEMS WITH DROP BOX DIFFUSERS, SHALL BE LINDAB, UNITED MCGILL OR SEMCO DUCT SYSTEMS CONSISTING OF FITTINGS THAT ARE FACTORY FITTED WITH SEALING GASKET AND SPIRAL DUCT WHICH, WHEN INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE DUCT JOINTS WITHOUT THE USE OF DUCT SEALER. B. MATERIAL: ALL DUCT AND FITTINGS SHALL BE G -90 OR G -60 GALVANIZED STEEL IN ACCORDANCE WITH ASTM A -643 AND A -924. C. CONSTRUCTION: ALL DUCT AND FITTINGS SHALL BE CONSTRUCTED PER SMACNA'S DUCT CONSTRUCTION STANDARDS +10 IN W.G. D. FITTINGS: a. ALL FITTING ENDS SHALL COME FACTORY EQUIPPED WITH A SEALING GASKET. GASKET SHALL BE CLASSIFIED BY UNDERWRITER'S LABORATORIES TO CONFORM TO ASTM E84-91/: AND NFPA 90A FLAMESPREAD AND SMOKE DEVELOPED RATINGS OF 25/50. b. ALL FITTINGS SHALL BE CONTINUOUSLY STITCH WELDED OR SHALL BE STANDING SEAM GORELOCK CONSTRUCTION AND INTERNALLY SEALED. C. THE RADIUS OF ALL 90' AND 45' ELBOWS SHALL BE 1.5 TIMES THE ELBOW THE RADIUS OF ALL 15', BOWND 6A' ELBOWS SHALL BE ELBOW TIE RADIUS TIMES THE ELBOW DIAMETER. d. ALL FITTINGS THAT ARE OF EITHER SPOT WELDED OR BUTTON PUNCHED WELDED OR BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY SEALED. WHEN CONTRACT DOCUMENTS REQUIRE DIVIDED FLOW FITTINGS ONLY FULL BODY FITTINGS WILL BE ACCEPTED. ALL BRANCH CONNECTIONS SHALL BE MADE AS A SEPARATE FITTING. FIELD INSTALLATION OF TAPS INTO SPIRAL DUCT SHALL NOT BE ALLOWED. e. ALL VOLUME DAMPERS SHALL BE FITTING SIZED TO SLIP INTO SPIRAL DUCT. DAMPER SHALL HAVE THE FOLLOWING FEATURES: LOCKING QUADRANT WITH BLADE POSITION INDICATOR 2" SHEET METAL INSULATION STAND —OFF INTEGRAL SHAFT /BLADE ASSEMBLY SHAFT MOUNTED, LOAD BEARING BUSHINGS GASKETED SHAFT PENETRATIONS TO MINIMIZE LEAKAGE. E. PERFORMANCE: SELF SEALING DUCT SYSTEM PERFORMANCE SHALL MEET SMACNA'S LEAKAGE CLASS 3 REQUIREMENTS AT —10 IN W.G. TO +10 IN W.G. F. SUBMITTALS: SUBMIT MANUFACTURERS DUCT SYSTEM CATALOG DATA FOR REVIEW AND APPROVAL SUBMIT SHALL INCLUDE DUCT, FITTING AND SELF SEALING GASKET CATALOG INFORMATION. 4. RECTANGULAR DUCTWORK A. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE B. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: CLASS B — 3" W.G. RETURN AND EXHAUST DUCTS. . CLASS C — 2 " W.G. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. C. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A C BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS, REGARDLESS OF DUCT GAUGE. D. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL 90 DEGREE ELBOWS OVER 36" IN LENGTH. INSTALL FACTORY MANUFACTURED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. E. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS— FIBER— FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. F. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. . DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. H. PROVIDE ACCESS TO ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE G.C.'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY —IN SUPPLY AND RETURN AIR DIFFUSERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3' -0" OF DEVICE. I• ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (IE. DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST PRIOR TO DEVICE CONNECTION. REFER TO DETAILS. SUPPORT SYSTEMS 5, A. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED ELBOW SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH E L AND WITHIN Al- FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. g. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"X1-1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. DUCTWORK CLEANING FOR PAINT APPLICATION 6. A. ALL DUCTWORK REQUIRING PAINTING AND EXPOSED IN SALES AREAS AND FITTING ROOMS SHALL BE PHOSPHATIZED OR "PAINTGRIP" SPIRAL GALVANIZED UNINSULATED SHEET METAL EXCEPT FOR SPIRAL DUCTWORK BY LINDAB PRODUCTS WHICH IS TO BE PREPARED ACCORDING TO THE PAINT MANUFACTURES RECOMMENDATIONS FOR THE ADHERENCE OF PAINT. SURFACES SHALL BE CLEAN, DRY AND FREE FROM SPIRAL MANUFACTURER'S LUBRICANTS THAT WILL ADVERSELY AFFECT ADHESION OR APPEARANCE OF APPLIED PAINT COATING. REMOVE ALL DIRT AND GREASE FROM GALVANIZED SPIRAL DUCTWORK WITH A WATER BASED COMMERCIAL DETERGENT AND WIPE DRY WITH DRY CLEAN CLOTHS. SURFACE SHALL BE FREE OF ALL FOREIGN MATERIALS. D. FLEXIBLE CONNECTIONS 1 FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ROOFTOP UNITS, ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS . 2 FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE — COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. . E. VIBRATION ISOLATION DEVICES 1 VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND STRUCTURE. 2 VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 3 EXAMINE DEAD LOAD AND OPERATING LOAD CONDITION WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING " THE ISOLATOR. 4 CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT NE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. CONSULT MANUFACTURER FOR APPLICATION DATA. F. FLEXIBLE AIR DUCT 1 FLEXIBLE AIR DUCT SHALL BE 1 " INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2 FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS. FLEXIBLE AIR DUCT MAY ONLY BE USED IN CONCEALED VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM G.C.'S CONSTRUCTION MANAGER UNLESS NOTED OTHERWISE. 3 FLEXIBLE DUCT SHALL NOT EXTEND OVER 1O' -0" IN LENGTH AT ANY ONE LOCATION. G. MANUAL DAMPERS 1 FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. H. FIRE DAMPERS & SMOKE FIRE DAMPERS 1 FIRE DAMPERS SHALL BE RUSKIN MODEL NO. FD36, FD6OFA OR FDR25. 2 PROVIDE FIRE DAMPERS WITH ACCESS DOORS INSTALLED WHERE REQUIRED BY ALL LOCAL CODES. 3 COMBINATION SMOKE FIRE DAMPERS SHALL BE RUSKIN MODEL NO. FSD36, FSD6OFA, OR FSDR25. I. DUCTWORK INSULATION & LINING 1 FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2 DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE DUCTWORK SIZES AS REQUIRED FOR INTERNALLY LINED DUCT TO MAINTAIN INSIDE CLEAR DIMENSIONS. 3 ALL RECTANGULAR SUPPLY DUCTWORK WITHIN 15 FEET AND RETURN DUCTWORK WITHIN 10 FEET OF THE HVAC UNIT SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL BE 1 INCH THICK, 1 -1/2 LB DENSITY LINER. LINER SHALL HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ADHESIVE. 4 INSULATE ALL OF THE FOLLOWING DUCTWORK: CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED, UNTREATED OUTSIDE AIR DUCTWORK LOCATED WITHIN THE INTERIOR, ALL EXTERIOR SUPPLY AND RETURN AIR DUCTWORK INSULATION SHALL BE 1 -1/2" REINFORCED FOIL FACED, VAPOR SEALED FIBERGLASS. INSTALLED THERMAL RESISTANCE SHALL BE AT LEAST 4.5 FOR INTERIOR DUCTWORK AND 6.0 FOR EXTERIOR DUCTWORK, OR AS REQUIRED BY LOCAL CODE, WHICHEVER IS STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF JACKETING. 5 ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. J. CURBS AND STEEL FRAMING FOR SUPPORT 1 THIS CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY CURBS AND BLOCKING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED, UNLESS NOTED OTHERWISE. INSULATE UNDER THE COMPRESSOR SECTION: ALL CURBS MUST BE INSTALLED SO THAT TOP OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ' ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. COORDINATE STEEL FRAMING REQUIREMENTS, ROOF PENETRATIONS, AND ROOF FLASHING WITH G.C. TO DETERMINE SCOPE OF WORK PRIOR TO BID. THIS CONTRACTOR MUST RECEIVE WRITTEN APPROVAL BEFORE ANY ADDITIONAL WORK TAKES PLACE. K. CONDENSATE PIPING „ „ 1 INTERIOR CONDENSATE PIPING SHALL BE TYPE L DRAWN COPPER TUBE WITH 95 -5 SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC TIN—ANTIMONY SEPARATION BETWEEN DISSIMILAR METALS. DRAIN SHALL TERMINATE AT A CODE APPROVED LOCATION. ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. SUBSTITUTIONS MUST BE LISTED AND QUALIFIED IN BID. 2 EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE 40 U.V. RESISTANT PVC PIPING. PVC JOINTS SHALL BE SLIP FIT. DRAIN SHALL TERMINATE AT A CODE APPROVED LOCATION. 3 INSULATE ALL INTERIOR CONDENSATE PIPING WITH 1" THICK (K =0.23 © 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 4 INSTALL ALL NECESSARY PIPE HANGERS, AND SADDLES TO PROPERLY SUPPORT ALL CONDENSATE PIPING. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. L. REFRIGERANT PIPING 1 THIS CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN THE INDOOR FAN UNITS AND OUTDOOR FAN UNITS. 2 PIPING " A REFRIGERANT PIPING SHALL BE TYPE L �� HARD DRAWN COPPER TUBING (ASTMB88). TUBING SHALL BE CLEAN, CAPPED AND NITROGEN CHARGED. B ALL FITTING AND JOINTS SHALL BE WROUGHT COPPER OR CAST BRONZE (ANSI B16.22)• ALL COPPER TO COPPER JOINTS SHALL BE BRAZED WITH A COPPER— PHOSPHORUS ALLOY AND ALL OTHER JOINTS SHALL BE BRAZED WITH SILFOS-5 ALLOY. C ALL ELBOWS SHALL BE LONG RADIUS TYPE. 3 INSTALLATION A SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND /OR DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B BRAZE ALL JOINTS WITH SILFOS -5 STARTING AT THE INDOOR UNIT AND WORKING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE OUTDOOR UNIT SHALL BE BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL BRAZING AND ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. PRESSURE TEST FOR LEAKS WITH AN INERT GAS UP TO 245 PSIG. REDO LEAKING JOINTS AND RETEST UNIT SYSTEM IS TIGHT. EVACUATE ENTIRE SYSTEM TO 200 MICRONS OF MERCURY. CHARGE SYSTEM WITH 5 PSI OF R -410A AND AN INERT GAS TO 245 PSI AND RETEST SYSTEM WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RESEALED UNTIL NO LEAKS EXIST. TURN ON CRANK CASE HEATERS 24 HRS PRIOR TO STARTING COMPRESSOR TO BE SURE ALL REFRIGERANT LIQUID IS OUT OF THE COMPRESSOR. C UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING INSULATION IS APPLIED, THE PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. D INSULATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES ONLY WITH RUBATEX OR ARMSTRONG 1 INCH THICK PIPE INSULATION WITH FLAME SPREAD RATING OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. DO NOT INSULATE THE HOT GAS (LIQUID) LINES OR ANY HOT GAS BYPASS LINES IF APPLICABLE. ■ 4 INSPECTION • A CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO THE LOCAL HVAC MANUFACTURER'S FIELD REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR MUST CALL THE LOCAL HVAC MANUFACTURER'S INSPECTOR FOR FIELD INSPECTION OF WORK PERFORMED AT G.C.'S EXPENSE. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPERm~ PERFORMANCE BY LOCAL HVAC MANUFACTURER'S FIELD REPRESENTATIVE MUST BE CORRECTED AT NO ADDITIONAL CHARGES TO G.C. OR THE OWNER. M. HYDRONIC PIPING 1 FURNISH AND INSTALL A COMPLETE HYDRONIC PIPING SYSTEM AS REQUIRED. 2 PIPING A HYDRONIC PIPING FOR CHILLED WATER, CONDENSER WATER AND /OR HEATING WATER SHALL BE ASTM A53, SCHEDULE 40, STANDARD WEIGHT, BLACK STEEL PIPE OR TYPE "M" COPPER TUBE. BLACK STEEL PIPE SHALL HAVE WELDED FITTINGS FOR PIPE 2 -1/2” AND LARGER AND 300# MALLEABLE IRON FITTINGS FOR PIPE 2" AND SMALLER. COPPER TUBE SHALL UTILIZE WROUGHT COPPER FITTINGS WITH 95 -5 SOLDER OR SILFOS FOR PRESSURES GREATER THAN 50 PSI. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. B ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITH LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. C ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE. D PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S 'FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANTS SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. 3 4 5 6 VALVES A GATE VALVES, 2 —INCH AND SMALLER: CLASS 150, BODY AND UNION BONET OF ASTM B62 CAST BRONZE OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE RISING STEM, SCREWED BONNET. AND. RE— PACKABLE UNDER PRESSURE. VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. B GATE VALVE, 2-1/2 INCH AND LARGER: CLASS 125 IRON BODY, RENEWABLE BRONZE SEATS AND SOLID SEDGE RISING STEM, FLANGED ENDS, AND RE— PACKABLE UNDER PRESSURE. C SWING CHECK VALVES, 2 —INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM HORIZONTAL SWING, Y—PATTERN, RENEWABLE BRONZE DISC, AND THREADED OR SOLDERED ENDS. D SWING CHECK VALVES, 2 -1/2 INCH AND LARGER: CLASS 125, CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED VALVE REMAINS IN THE LINE. . E COMBINATION BALANCING AND SHUT —OFF VALVES. BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SET POINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH O &M MANUAL. HOMESTEAD ARE CONSIDERED AS EQUAL. PIPING SPECIALTIES A PRESSURE /TEMPERATURE TEST PLUGS (PETE'S PLUG) — 1/4 INCH FO RECEIVE EITHER A ERBR PRESSURE PROBE, 1/8 INCH FI TTING AND CAPS SHALL LL B BE BRAASS S WI TH VALVE CORE OF NORDEL, 400 PSIG AT 0 DEG F TO 200 DEG F B PERFORATED — "BASKET" STEEL SCR, N, THREADED MIN., CAST IRON BODY PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES FLANGED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING SIZE INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDED WITH SLOWDOWN VALVE WITH HOSE END FITTING. C THERMOFLO INDICATOR — BELL & GOSSETT MODEL "-Tr INSULATION A ALL HYDRONIC PIPING FOR CHILLED WATER AND HEATING WATER CONDENSER WATER UNLESS SPECIFICALLY NOTED OTHERWISE), VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES INCHES, INSULATE WITH 1 INCH THICK (K =0.23 ®75 DEG F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -1/2 INCH THICK (K DEG F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. B INSULATION AT ALL HANGERS FOR PIPING 2 -1 2 INCHES AND LARGER / HARD AND NON— COMPRESSIBLE. C ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 TO CONFORM NFPA REQUIREMENTS. D PROVIDE ZESTON OR EQUAL INSULATION FITTINGS FOR ALL TEES, SPECIALTY FITTINGS. GENERAL INSTALLATION A INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. B BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" PER 10 C REFER TO MECHANICAL DRAWINGS FOR APPLICABLE DETAILS. ).........17 AD D WITH THRE E DISC, BALL DISC, B62 WITH HAVING RENEWABLE WHILE THE TACO OR NPT FITTINGS O.D. RATED AT WITH AND SMALLER, AT 0.033 (NOT INCLUDING UP TO 2 PIPE SIZES =0.23 ®75 SHALL BE THAN 25 WITH ELLS OR COUPLINGS OF MAINS AT A 45 TO UNITS ABOVE PITCHED FEET. REDUCTION e la\'\\ GAP INC. CORPORATE 1 HARRISON SAN FRANCISCO, / � �' \ \ ` 1 • ARCHITECTURE STREET CA 94105 STORE NUMBER: REPS. I.D.: 5359 0000047990 UI 2013 O.N.E. Q1 —Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 CONSULTANT INFO: PROFESSIONAL v i.$ � y % STAMP: s." s e4 ., 112 4w T 4 f ' ''( � � o,� % . " �/k � • � 10 4 0031194 • 8G t5' ssioNAL ARCHITECT INFO: MCI 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ISSUE TYPE: 100% CHECK SET: 10/26/12 ~ ~ ~— BID /PERMIT/LL: 11/09/12 m\~~ m~~~~"~"~~~ ~m ~ ~ ~ ~" ~ "`NN— M ~ ~ ~ ~`mvtltl ~ ~ ~ ~ ~` ~� ~ ° °° ° °w~ ~ ~ ~ ~ ° ° ~ ~ °° °° ° ~~ ~ ° ° ° ° ° ° ° ° °° , ° ° ° ° ° REVISIONS: ° ° °" " ~ ° "' °' ° ~ ~.... „ µ -- • • - ~ -~ REVIEWED FOR ,CODE COMPLIANCE APPROVED t MAR 1 1 2013 • City of Tukwila BUILDING DIVISION DRAWN BY: DE/JB A/E JOB NUMBER: GAPON0321 AMA NOV 1 6 2012 PERMIT TITLE SHEET: MECHANICAL SPECIFICATIONS SHEET NUMBER: MPF13-1 SECTION 15950 TESTING, ADJUSTING, AND BALANCING PART 1 GENERAL 1.1 1.2 1.3 SUMMARY A. SECTION INCLUDES TESTING, ADJUSTING, AND BALANCING OF AIR, WATER AND REFRIGERATION SYSTEMS AND MEASUREMENT OF FINAL OPERATING CONDITION OF HVAC SYSTEMS. REFERENCES A. AABC (ASSOCIATED AIR BALANCE COUNCIL) NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE. B. NEBB (NATIONAL ENVIRONMENTAL BALANCING BUREAU) PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. SUBMITTALS A. TAB REPORT SHALL BE SUBMITTED ELECTRONICALLY TO THE ARCHITECT/ ENGINEERING CONSULTANT AND TO GAP ENGINEERING FOR REVIEW. B. TEST REPORTS: THE TAB REPORT SHALL BE IN THE FORMAT OF THE AABC NATIONAL STANDARD REPORT OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT EDITIONS. C. REPORTS SHALL BE COMPLETE WITH TABLE OF CONTENTS PAGE AND INDEXING TABS AND WITH COVER IDENTIFICATION AT FRONT. INCLUDE SET OF REDUCED INDEX DRAWINGS WITH AIR OUTLETS AND EQUIPMENT IDENTIFIED TO CORRESPOND WITH DATA SHEETS, AND INDICATING THERMOSTAT LOCATIONS. D. INCLUDE A COPY OF AABC NATIONAL PROJECT PERFORMANCE GUARANTY OR COPY OF NEBB CERTIFICATE OF CONFORMANCE CERTIFICATION. 1.4 QUALITY ASSURANCE A. PERFORM WORK IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS 1.5 QUALIFICATIONS A. THE TESTING, ADJUSTING AND BALANCING (TAB) OF ALL WORK SHALL BE PERFORMED BY AN INDEPENDENT CONTRACTOR THAT IS CURRENTLY LICENSED BY AABC OR NEBB. THE COMPANY SHALL SPECIALIZE IN TAB OF SYSTEMS SPECIFIED IN THIS SECTION AND SHALL . HAVE A MINIMUM THREE YEARS DOCUMENTED EXPERIENCE CERTIFIED BY AABC OR NEBB. B. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ADJUSTING SUPERVISOR EXPERIENCED IN PERFORMANCE OF THIS WORK AND LICENSED AT PLACE WHERE PROJECT IS LOCATED. 1.6 TIMING A. THE COMPLETE TAB REPORTS SHALL BE PROVIDED TO THE OWNER NO LATER THAN ONE (1) WEEK PRIOR TO CONSTRUCTION END DATE. PART 2 PART 3 PRODUCTS NOT USED. EXECUTION 3.1 HVAC CONTRACTOR RESPONSIBILITIES A. THE HVAC CONTRACTOR SHALL VERIFY THAT THE HVAC SYSTEMS ARE COMPLETE AND OPERABLE BEFORE TAB WORK IS STARTED. THE HVAC CONTRACTOR SHALL BE PRESENT DURING THE TEST ADJUSTING AND BALANCING OF THE HVAC SYSTEM TO PROVIDE ASSISTANCE TO THE TAB CONTRACTOR. REQUIREMENTS INCLUDE THE FOLLOWING: 1. SYSTEMS ARE STARTED AND OPERATING IN SAFE AND NORMAL CONDITION. 2. TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND OPERABLE. 3. ALL BALANCING DEVICES AND HVAC EQUIPMENT ARE ACCESSIBLE 4. PROPER THERMAL OVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL EQUIPMENT. 5. NEW AIR FILTERS ARE INSTALLED JUST PRIOR TO AIR BALANCE AND IMMEDIATELY AFTER PROJECT IS COMPLETE. 6. DUCT SYSTEMS ARE CLEAN OF DEBRIS. 7. FANS ARE ROTATING CORRECTLY. 8. FIRE AND VOLUME DAMPERS ARE IN PLACE AND OPEN. 9. AIR COIL FINS ARE CLEANED AND COMBED. 10. ACCESS DOORS ARE CLOSED AND DUCT END CAPS ARE IN PLACE. 11. AIR OUTLETS ARE INSTALLED AND CONNECTED. 12. DUCT SYSTEM LEAKAGE IS MINIMIZED. 13. HYDRONIC SYSTEMS ARE FLUSHED, FILLED, AND VENTED. 14. PUMPS ARE ROTATING CORRECTLY. 15. PROPER STRAINER BASKETS ARE CLEAN AND IN PLACE OR IN NORMAL POSITION. 16. SERVICE AND BALANCING VALVES ARE OPEN. B. IF THE TAB CONTRACTOR DETERMINES THAT A FAN SHEAVE OR BELT REPLACEMENT IS NEEDED TO MEET THE BALANCING REQUIREMENTS, THEN THE HVAC CONTRACTOR SHALL REPLACE THE FAN SHEAVE /BELT AS REQUIRED. THE HVAC CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF THE REPLACEMENT WORK. 3.2 INSTALLATION TOLERANCES A. ALL AIR AND WATER SYSTEMS MUST BE BALANCED WITHIN PLUS OR MINUS 10% OF DESIGN. 3.3 ADJUSTING A. VERIFY RECORDED DATA REPRESENTS ACTUAL MEASURED OR OBSERVED CONDITIONS. B. C. PERMANENTLY MARK SETTINGS OF VALVES, DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS MEMORY STOPS. TO BE RESTORED. SET AND LOCK AFTER ADJUSTMENT, TAKE MEASUREMENTS TO VERIFY BALANCE HAS NOT BEEN DISRUPTED. IF DISRUPTED, VERIFY CORRECTING ADJUSTMENTS HAVE BEEN MADE. D. LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, CLOSING ACCESS DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. E. AT FINAL INSPECTION, RECHECK RANDOM SELECTIONS OF DATA RECORDED IN REPORT. RECHECK POINTS OR AREAS AS SELECTED AND WITNESSED BY OWNER. 3.4 AIR SYSTEM PROCEDURE A. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO OBTAIN REQUIRED OR DESIGN SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES [AT SITE ALTITUDE]. B. MAKE AIR QUANTITY MEASUREMENTS IN MAIN DUCTS BY PITOT TUBE TRAVERSE OF ENTIRE CROSS SECTIONAL AREA OF DUCT. C. MEASURE AIR QUANTITIES AT AIR INLETS AND OUTLETS. D. ADJUST DISTRIBUTION SYSTEM TO OBTAIN UNIFORM SPACE TEMPERATURES FREE FROM OBJECTIONABLE DRAFTS. USE VOLUME CONTROL DEVICES TO REGULATE AIR QUANTITIES ONLY TO EXTENT ADJUSTMENTS DO NOT CREATE OBJECTIONABLE AIR MOTION OR SOUND LEVELS. EFFECT VOLUME CONTROL BY VOLUME DAMPERS LOCATED IN DUCTS. VARY TOTAL SYSTEM AIR QUANTITIES BY ADJUSTMENT OF FAN SPEEDS. PROVIDE SHEAVE DRIVE CHANGES TO VARY FAN SPEED. VARY BRANCH AIR QUANTITIES BY DAMPER REGULATION. PROVIDE SYSTEM SCHEMATIC WITH REQUIRED ` AND ACTUAL AIR QUANTITIES RECORDED AT EACH OUTLET OR INLET. MEASURE STATIC AIR PRESSURE CONDITIONS ON AIR SUPPLY UNITS, INCLUDING FILTER AND COIL PRESSURE DROPS, AND TOTAL PRESSURE ACROSS FAN. MAKE ALLOWANCES FOR 50 PERCENT LOADING OF FILTERS. ADJUST OUTSIDE AIR AUTOMATIC DAMPERS, OUTSIDE AIR, RETURN AIR, AND EXHAUST DAMPERS DESIGN CONDITIONS. MEASURE TEMPERATURE CONDITIONS ACROSS OUTSIDE AIR, RETURN AIR, AND EXHAUST DAMPERS TO CHECK LEAKAGE. AT MODULATING DAMPER LOCATIONS, TAKE MEASUREMENTS AND BALANCE AT EXTREME CONDITIONS. [BALANCE VARIABLE VOLUME SYSTEMS AT MAXIMUM AIRFLOW RATE, FULL COOLING, AND AT MINIMUM AIRFLOW RATE, FULL HEATING. FOR VARIABLE AIR VOLUME SYSTEM POWERED UNITS SET VOLUME CONTROLLER TO AIRFLOW SETTING INDICATED. CONFIRM CONNECTIONS PROPERLY MADE AND CONFIRM PROPER OPERATION FOR AUTOMATIC VARIABLE- AIR - VOLUME TEMPERATURE CONTROL. M ON FAN POWERED VAV BOXES, ADJUST AIRFLOW SWITCHES FOR PROPER OPERATION. 3.5 WATER SYSTEM PROCEDURE A. ADJUST WATER SYSTEMS, AFTER AIR BALANCING, TO OBTAIN DESIGN QUANTITIES. USE CALIBRATED VENTURI TUBES, ORIFICES, OR OTHER METERED FITTINGS AND PRESSURE GAUGES TO DETERMINE FLOW RATES FOR SYSTEM BALANCE. WHERE FLOW- METERING DEVICES ARE NOT INSTALLED, BASE FLOW BALANCE ON TEMPERATURE DIFFERENCE ACROSS VARIOUS HEAT TRANSFER ELEMENTS IN SYSTEM. ADJUST SYSTEMS TO OBTAIN SPECIFIED PRESSURE DROPS AND FLOWS THROUGH HEAT TRANSFER ELEMENTS PRIOR TO THERMAL TESTING. PERFORM BALANCING BY MEASUREMENT OF TEMPERATURE DIFFERENTIAL IN CONJUNCTION WITH AIR BALANCING. EFFECT SYSTEM BALANCE WITH AUTOMATIC CONTROL VALVES FULLY OPEN OR IN NORMAL POSITION TO HEAT TRANSFER ELEMENTS. E. EFFECT ADJUSTMENT OF WATER DISTRIBUTION SYSTEMS BY MEANS OF BALANCING COCKS, VALVES, AND FITTINGS. DO NOT USE SERVICE OR SHUT- OFF VALVES FOR BALANCING UNLESS INDEXED FOR BALANCE POINT. F. WHERE AVAILABLE PUMP CAPACITY IS LESS THAN TOTAL FLOW REQUIREMENTS OR INDIVIDUAL SYSTEM PARTS, SIMULATE FULL FLOW IN ONE PART BY TEMPORARY RESTRICTION OF FLOW TO OTHER PARTS. 3.6 REPORTS A. REFER TO PLANS FOR EQUIPMENT DESIGN DATA SCHEDULES. REPORT FORMS 1. TITLE PAGE: A. NAME OF TESTING, ADJUSTING, AND BALANCING AGENCY B. ADDRESS OF TESTING, ADJUSTING, AND BALANCING AGENCY C. TELEPHONE AND FACSIMILE NUMBERS OF TESTING, ADJUSTING, AND BALANCING AGENCY D. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF CONTRACTOR E. PROJECT NAME F. PROJECT LOCATION G. PROJECT ARCHITECT H. PROJECT ENGINEER I. PROJECT CONTRACTOR J. PROJECT ALTITUDE K. DATE TAB WAS PERFORMED: SUMMARY COMMENTS: A. COPY OF CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS (AABC OR NEBB) FOR THIS PROJECT. B. ACTUAL SPACE TEMPERATURES WITH CORRESPONDING THERMOSTAT SET POINTS FOR EACH UNIT. C. DESIGN VERSUS FINAL PERFORMANCE D. NOTABLE CHARACTERISTICS OF SYSTEM E. DESCRIPTION OF SYSTEMS OPERATION SEQUENCE F. SUMMARY OF OUTDOOR AND EXHAUST FLOWS TO INDICATE BUILDING PRESSURIZATION G. NOMENCLATURE USED THROUGHOUT REPORT H. TEST CONDITIONS 3. INSTRUMENT LIST: A. INSTRUMENT B. MANUFACTURER C. MODEL NUMBER D. SERIAL NUMBER E. RANGE F. CALIBRATION DATE 4. AIR DISTRIBUTION TEST SHEET: A. AIR TERMINAL NUMBER B. ROOM NUMBER /LOCATION C. TERMINAL TYPE D. TERMINAL SIZE E. AREA FACTOR F. DESIGN VELOCITY G. DESIGN AIR FLOW H. TEST (FINAL) VELOCITY I. TEST (FINAL) AIR FLOW J. PERCENT OF DESIGN AIR FLOW i. DUCT TRAVERSE: A. SYSTEM ZONE /BRANCH B. DUCT SIZE C. AREA D. DESIGN VELOCITY E. DESIGN AIR FLOW F. TEST VELOCITY G. TEST AIR FLOW H. DUCT STATIC PRESSURE I. AIR TEMPERATURE J. AIR CORRECTION FACTOR ELECTRIC MOTORS FOR ALL HVAC EQUIPMENT: A. MANUFACTURER B. MODEL /FRAME C. HP /BHP AND KW D. PHASE, VOLTAGE, AMPERAGE; NAMEPLATE, ACTUAL, NO LOAD E. RPM F. SERVICE FACTOR G. STARTER SIZE, RATING, HEATER ELEMENTS H. SHEAVE MAKE /SIZE /BORE 7. V -BELT DRIVE: A. IDENTIFICATION /LOCATION B. REQUIRED DRIVEN RPM C. DRIVEN SHEAVE, DIAMETER AND RPM D. BELT, SIZE AND QUANTITY E. - MOTOR SHEAVE DIAMETER AND RPM F. CENTER TO CENTER DISTANCE, MAXIMUM, MINIMUM, AND ACTUAL 8. COOLING COIL DATA: A. IDENTIFICATION /NUMBER B. LOCATION C. SERVICE D. MANUFACTURER E. AIR FLOW, DESIGN AND ACTUAL F. ENTERING AIR DB TEMPERATURE, DESIGN AND ACTUAL G. ENTERING AIR WB TEMPERATURE, DESIGN AND ACTUAL H. LEAVING AIR DB TEMPERATURE, DESIGN AND ACTUAL I. LEAVING AIR WB TEMPERATURE, DESIGN AND ACTUAL J. WATER FLOW, DESIGN AND ACTUAL K. WATER PRESSURE DROP, DESIGN AND ACTUAL L. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL M. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL N. SATURATED SUCTION TEMPERATURE, DESIGN AND ACTUAL 0. AIR PRESSURE DROP, DESIGN AND ACTUAL 9. HEATING COIL DATA: A. IDENTIFICATION /NUMBER B. LOCATION C. SERVICE D. MANUFACTURER E. AIR FLOW, DESIGN AND ACTUAL F. WATER FLOW, DESIGN AND ACTUAL G. WATER PRESSURE DROP, DESIGN AND ACTUAL H. ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL I. LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL J. ENTERING AIR TEMPERATURE, DESIGN AND ACTUAL K. LEAVING AIR TEMPERATURE, DESIGN AND ACTUAL L. AIR PRESSURE DROP, DESIGN AND ACTUAL 10. ELECTRIC DUCT HEATER: A. MANUFACTURER B. IDENTIFICATION /NUMBER C. LOCATION D. MODEL NUMBER E. DESIGN KW NUMBER OF STAGES PHASE, VOLTAGE, AMPERAGE TEST VOLTAGE (EACH PHASE) TEST AMPERAGE (EACH PHASE) AIR FLOW, SPECIFIED AND ACTUAL TEMPERATURE RISE, SPECIFIED AND ACTUAL F. G. H. J. K. 11. AIR MOVING EQUIPMENT A. LOCATION B. MANUFACTURER C. MODEL NUMBER D. SERIAL NUMBER E. ARRANGEMENT /CLASS /DISCHARGE F. AIR FLOW, SPECIFIED AND ACTUAL G. RETURN AIR FLOW, SPECIFIED AND ACTUAL H. OUTSIDE AIR FLOW, SPECIFIED AND ACTUAL I. TOTAL STATIC PRESSURE (TOTAL EXTERNAL), SPECIFIED AND ACTUAL J. INLET PRESSURE K. DISCHARGE PRESSURE L. SHEAVE MAKE /SIZE /BORE M. NUMBER OF BELTS /MAKE /SIZE N. FAN RPM 12. RETURN AIR /OUTSIDE AIR DATA: A. IDENTIFICATION/LOCATION B. DESIGN AIR FLOW C. ACTUAL AIR FLOW D. DESIGN RETURN AIR FLOW E. ACTUAL RETURN AIR FLOW F. DESIGN OUTSIDE AIR FLOW G. ACTUAL OUTSIDE AIR FLOW H. RETURN AIR TEMPERATURE I. OUTSIDE AIR TEMPERATURE J. REQUIRED MIXED AIR TEMPERATURE K. ACTUAL MIXED AIR TEMPERATURE 13. EXHAUST FAN DATA: A. LOCATION B. MANUFACTURER C. MODEL NUMBER D. SERIAL NUMBER E. AIR FLOW, SPECIFIED AND ACTUAL F. TOTAL STATIC PRESSURE (TOTAL EXTERNAL), SPECIFIED AND ACTUAL G. INLET PRESSURE H. DISCHARGE PRESSURE I. SHEAVE MAKE /SIZE /BORE J. NUMBER OF BELTS /MAKE /SIZE K. FAN RPM 14. VAV BOX DATA: A. MANUFACTURER B. TYPE, FAN POWERED, STANDARD C. IDENTIFICATION /NUMBER D. LOCATION E. MODEL NUMBER F. SIZE G. MINIMUM STATIC PRESSURE H. MINIMUM DESIGN AIR FLOW I. MAXIMUM DESIGN AIR FLOW J. MAXIMUM ACTUAL AIR FLOW K. INLET STATIC PRESSURE 15. AIR COOLED CONDENSER: A. IDENTIFICATION /NUMBER B. LOCATION C. MANUFACTURER D. MODEL NUMBER E. SERIAL NUMBER F. ENTERING DB AIR TEMPERATURE, DESIGN AND ACTUAL G. LEAVING DB AIR TEMPERATURE, DESIGN AND ACTUAL H. NUMBER OF COMPRESSORS 16. PUMP DATA: A. IDENTIFICATION /NUMBER B. MANUFACTURER C. SIZE /MODEL D. IMPELLER E. SERVICE F. DESIGN FLOW RATE, PRESSURE DROP, BHP AND KW G. ACTUAL FLOW RATE, PRESSURE DROP, BHP AND KW H. DISCHARGE PRESSURE I. SUCTION PRESSURE J. TOTAL OPERATING HEAD PRESSURE K. SHUT OFF, DISCHARGE AND SUCTION PRESSURES L. SHUT OFF, TOTAL HEAD PRESSURE 17. CHILLERS: A. IDENTIFICATION /NUMBER B. MANUFACTURER C. CAPACITY D. MODEL NUMBER E. SERIAL NUMBER F. EVAPORATOR ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL G. EVAPORATOR LEAVING WATER TEMPERATURE, DESIGN AND ACTUAL H. EVAPORATOR PRESSURE DROP, DESIGN AND ACTUAL I. EVAPORATOR WATER FLOW RATE, DESIGN AND ACTUAL J. CONDENSER ENTERING WATER TEMPERATURE, DESIGN AND ACTUAL K. CONDENSER PRESSURE DROP, DESIGN AND ACTUAL L CONDENSER WATER FLOW RATE, DESIGN AND ACTUAL 18. COOLING TOWER: A. TOWER IDENTIFICATION /NUMBER B. MANUFACTURER C. MODEL NUMBER D. SERIAL NUMBER E. RATED CAPACITY F. ENTERING AIR WB TEMPERATURE, SPECIFIED AND ACTUAL G. LEAVING AIR WB TEMPERATURE, SPECIFIED AND ACTUAL H. AMBIENT AIR DB TEMPERATURE I. CONDENSER WATER ENTERING TEMPERATURE J. CONDENSER WATER LEAVING TEMPERATURE K. CONDENSER WATER FLOW RATE L FAN RPM 19. HEAT EXCHANGER: A. IDENTIFICATION /NUMBER B. LOCATION C. SERVICE D. MANUFACTURER E. MODEL NUMBER F. SERIAL NUMBER G. STEAM PRESSURE, DESIGN AND ACTUAL H. PRIMARY WATER ENTERING TEMPERATURE, DESIGN AND ACTUAL I. PRIMARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL J. PRIMARY WATER FLOW, DESIGN AND ACTUAL K. PRIMARY WATER PRESSURE DROP, DESIGN AND ACTUAL L SECONDARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL M. SECONDARY WATER LEAVING TEMPERATURE, DESIGN AND ACTUAL N. SECONDARY WATER FLOW, DESIGN AND ACTUAL 0. SECONDARY WATER PRESSURE DROP, DESIGN AND ACTUAL 20. TAB PROCESS & PROCEDURE TAB CONTRACTOR SHALL PROVIDE INITIAL REPORT TO GENERAL A. CONTRACTOR FOR REVIEW. IF ANY ITEMS ON TAB REPORT ARE NOT WITHIN PLUS OR MINUS 10 % OF DESIGN. TAB AND GENERAL CONTRACTOR SHALL MAKE THE APPROPRIATE CHANGES TO MEET DESIGN SPECIFICATION. IF DESIGN SPECIFICATION CAN NOT BE MET SUBMIT A DEFICIENCY REPORT TO GAP INC. FOR REVIEW. GENERAL CONTRACTOR TO SUBMIT FINAL TAB REPORT TO GAP INC. WHEN ALL ITEMS ARE WITHIN SPECIFICATION. END OF SECTION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 1 2013 City of Tukwila BUILDING DIVISION m 4):-171 CITY tl LA NOV 1 b 2012 PERMIT CENTER REDUCTION GAP INC. CORPORATE ARCHITECTURE 1 HARRISON STREET SAN FRANCISCO, CA 94105 a. w STO 0000047990 M L.L w z w U w 0_ U) Q z O a 0 O ceJ Q o p_ ce J z 2 06 2013 O.N.E. Q1 -Q2 PROTOTYPE DATE: 08/10/12 OPENING: 2013 CONSULTANT INFO: PROFESSIONAL STAMP: ARCHITECT INFO: 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T WDPARTNERS.COM ISSUE TYPE: 100% CHECK SET: 10/26/12 BID /PERMIT/LL: 11/09/12 REVISIONS: DRAWN BY: DE/JB NE JOB NUMBER: GAPON0321 TITLE SHEET: MECHANICAL SPECIFICATIONS SHEET NUMBER: MPFI 3-2