Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M99-0033 - QWEST COMMUNICATIONS
M99 -0033 6101 So. 18O St. Qwest Communications City of Tukwila Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M99 -0033 Type: B -MECH Catewory: NRES Address: 6101 S 180 ST Location: Parcel #: 352304 -9120 Contractor License No: MACDOM*248J9 TENANT QWEST COMMUNICATIONS Phone: 206 - 575 -2000 6101 S 180 ST, TUKWILA, WA 98108 OWNER LA PIANTA LTD PARTNERSHIP Phone: 206 - 575 -3200 PO BOX 88050, TUKWILA WA 98138 CONTACT THOMAS MYERS Phone: 360 - 981 -2718 1019 PACIFIC AV, SUITE 1011, TACOMA WA 98402 CONTRACTOR MACDONALD MILLER CO Phone: 206 763 -9400 7717 DETROIT SW, SEATTLE, WA 98106 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REBALANCE /ADD 4 UNITS AND SMALL DUCT WORK. UMC Edition: 1997 S i gnatur - • MECHANICAL PERMIT Valuation: Total Permit Fee: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Print Name:_ Permit Center(4luthorized Signature Date (206) 431 -3670 Status: ISSUED Issued: 05/20/1999 Expires: 11/16/1999 Date : 2 50,000.00 120.50 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this buildin Tit1e: __P!' =1� 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. , ' idla■ ^ Address: 61O1 S 180 ST Suite: Tenant: QNEGT COMMUNICATIONS Type:.8-MECH Parcel #: 353304~9120 ' ' CITY OF TUKNILA +**+********+*************+**+******+********+***+*************++****+***** Permit Conditions: 1. No changes will be made to the plans unless'approved 6y' t e EMgineer and the Tukwila 3. All permits, inspplans shall� be available at the any con~i . struction. /h avail- able until f 3. All construcitOif .plans andAquireAeqs,„,..crf Edit 'an'd N 4. Validity/Of Per ` '' :T 0inV ermYt or� ` plm shall n z' str m approval of, a of of th�� vi i �f building code or` ~ ��� ,� ` - � oth �eof t 'uri tio No permit r� u r n J s c p mumn r 'cli,vputilorttyto provisions�of " "eav*' � � �^}� |` ' - — � � '' ~ '~ 5�ManJ�f~rturersrins�� .tio� ` � s�r ���� ` n�_re / o i red on1 - fnr�|�he hx��d�°6�'�nsn�r' r�rp �/ � * �'�' � ��� '- `'`� '~ .- . �� ^,',_ 6. Pl n ts � hall/b � � he Seattle K1 . � � ' ' - Co t en Pub l ` L|Plum ng will .be = / `���, r / . ' /^ `r"�' �r �� ��. n ,* n' ' 7. ��i+p ��n�� be n h+ � � /^ =a~/'��~ , - ' � � +�� u �� �� °" "� � ° � ^ � ! ~'^~ ~^~'' ~^ ~~^ • °of Labor and In ns by th�t s��- ( ~ � � ^� / / �� �- ' + k-,-0 ^���'�r` �� �;�� P. * ����� ` `���� �G� * ^ «�� > �?/ '>: �— �° ��� �� � ��� �� �* * * »\ ~ o� �,*w�� ' . Permit No N9-0633 Status: ISSUED Applied: 02/10/1999 Issued: 05f.20/1999 * � � � . � ,Y , ' ^ : Project Name/Tenant: City State /Zip: 1 / S ; Value of Cstn�ucti_ Tax Parcel Number: • 23 t 2d Site Address: 76 S. b {:=4- ' Property Owner < Ci y State /Zip: �.. Phone: '0 5 l 75 .--- - Fax #: ?cam S�? S 'BS? Street Address: ,•,. S� t`' O( 1>�1 ( f • Contact Person: .rte. 's■ w i . Phone: n -a alb Street Address: a • 1 h• G s , —, me' 4 -- City State /Zip: , .. . 002 Fax #: . ,9-5 a71, -253' Contractor ive V vci t (�� IM l Phone : a 3 ?a -2 -Sy Street Addres s: t t5 \ 5 e L- t4 •, SI--1 i /a/ �. ic/ii l City State /Zi a: T ; - ., Fax #: aS -- 9 - - _ - Phone: (1 ' - /i ) 7 7.c Architect: Street Address: f 1 R /4t cf ,S Slate /Zip: ^. - I� Fax #: c. 1/7 Z l ?� r- r Engineer: / t n _ / / / K l W�1. Phone: Street Address: Cit State /Zip: Fax #: MISCELLANEOUS PERMIT. REVIEW AND APPROVAL REQUESTED: (TO BE FILLED our BY APPLICANT), Description of ,worts.to be done: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Jno Attach list of materials and stora e location on separate 81/2 X 11 1 as paper indicating quantities & Material Safety Data Sheets Above Ground Tanks U Antennas /Satellite Dishes l_l Bulkhead /Docks Cl Commercial Reroof CI Demolition CI Fence 9 Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS. TO: Name: I Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY OF TW KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT:REQUESTFOR MISCELLANEOUSPUBLIC :WORKS PERMITS ❑ Channelizatlon /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill _cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Maln Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load /Hauling WATER METER DEPOSIT /REFUND BILLING: Name: Address: I Phone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date p MISCPMT.DOC 7/11/96 Date libation expires: App taken by: (Initials) El SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks = •Supported directiY Upon grade exceeding 5,000 gallons•and•a ratio of height to diameter.or.width. which exceeds 2:1 PERMIT REVIEW Submit checklist ..No: • M =9 E Antennas /Satellite Dishes Submit checklist` No M =1 0 Awnings /Canopies - No signage Commercial Tenant Improvement Permit • • E Bulkhead/Dock Submit checklist No: M -10 i♦ Commercial Reroof Submit checklist . No: M -6 0 Demolition. • Submit checklist No:. M -3; M -3a •• • 0 Fences - Over 6 feet in Height Submit checklist No: M -9' • Land Altering /Grading /Preloads Submit checklist No: M -2 r=1 Loading Docks Commercial Tenant Improvemeht Permit.: Submit. checklist No: H -1.7 0 Mechanical•(Residential & Commercial) Submit checklist No. M -8, Residential. only - H -5, H -16. . 0 . Miscellaneous. Public Submit checklist No H =9 0 Manufactured Housing•(RED INSIGNIA ONLY) • 'Submit checklist No: M -5: . 0 Movin /Haulin . Submit checklist : No: M -5' 0 Parking Lots Submit checklist No: • M -4 0 Residential Reroof - Exempt with following exception: If roof structure to be:repaired or replaced Residential Building Permit Submit checklist .. No:. M -6 • E Retaining Walls -. Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities : Submit checklist • No: M -7 0 Temporary Pedestrian Protection/Exit Systems Submit checklist No: M -4. 0 Tree Cutting Submit checklist No: M -2 BUILDING OWN ft O - rP !`-'. % - l. D "• ENT: Date: Z At' -ec P Signature..-- " -44011-- Print name: -- % . I-1). Phone /Zip: Fax #:25- 2.7 JS ' Address: / y� / /t2)7 t2)7 ( <'[�7r_ lam - ` / 7 -- 4 lC:,,4,. r City /Stale ALL MISCELLANEOUS Pb., MIT APPLICATIONS MUST BE SUB v. TED WITH THE FOLLOWING: ›Angr114144fAMIL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, . or contractor licensed by the State of Washington, a notarized letter from the property.owner authorizing the agent to submit this pennitappllcation and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 ***** - � r ! • y . . .L .L .. y.L ' . .. •,•• •'. �L ,1, �I� .t� y .L J� J. J� .`. y ,�• 'L .L �y .L '1 •�. -1, ' ! * * * * i� . * of * ]f * * I. * . * ' , * if • .f • !1 * M1 1{ * * T * T * * * * 1� if if * * .f R * A * * T * 11 * * !1 * T if T CITY OF rUKWILA, WA �"\ TRANSMIT * * * * * * * * * * * * * ** * * * * **, ow* * * * * * *ii * ** ** * *x * * ** " *** ** * * *** TRANSMIT Number: R980 069 Amount: Paymen,tr Method: CASH Notation: THOMAS MEYERS 120. 50 05/20/99 09, :05 Init: T Permit. No: M99-0033 Type: B -F4 CH MECHANICAL PERMIT Parcel No: 352304 -9120 Site Address 6101 S 180 ST Total Fees: 120.50 This Payment 120.50 Total ALL Pmts: 120.50'; Balance: .00 ********************************** * * * * * * * * * * ** * * * * * * * * * * * * * * ** ** ; , i , ;pount Code Description Amount. '0401345.830 •PLAN CHECK - NONRES 24. '000/322.100 MECHANICAL •- NONRES 96.40,• Project: SKr Type of Inspecti ( � 1 Address:� 7 I�� Date called: G Special instructions: Date wanted: / ..,, , a.m. Requester: Phone: • INSPECTI.N NO. INSPECTION RECO Retain a copy with pe r i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Inspector: Approved per applicable codes. Corrections required prior to approval. Date: 6 El $47.00 REINSPECTION F€ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project. ' ttLe..g / Typilt3ptclion: A7 7j 5 / ge Date called: 0 am SpeAal instructions: 1 . ' r7r 4 4;9 i 0 (A/ Date wanted: ./ a.m. Re uester: q il4aeiA Phone: i A ' 1 . ' INSPECTION RECOIL' • / • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA*BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: , 14417 - e 69 .-d PERMIT NO. '(206)431-3670 v t://( 45i-ort 742 El $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • COMMENTS: , C $ st ( Ait (c. )3c e e. P v 4c. S M7 fl1 ck 04 C4-c), J,&..ic S VL- JOB / P E c-7)o C Special instructions: • Date wan ed: 1(,,,, (" 7 rt fi, 57` 5, )2 4i 't€5 Reu /, rc 2O7LO 1 r`/ Phone: ,- f PriOr 6te /e Type of ape` t� Ft nn - TT�� t , Acjd ?Pi - /1:/ �� VL- Date called: Special instructions: • Date wan ed: 1(,,,, p4 41144, Reu Phone: A. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Li Approved per applicable codes. , 'rr'ections required prior to approval. Inspect INSPECTION NO. • INSPECTION RECORI Retain a ropy with permit Da $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: PERMIT O. (206)431 -3670 Project: /' � `''n ! Type — 14 1 ctio . e1C k Ad�lress /g S L Date Wah Special instructions: ( �J Date wanted: / / � /� f m p.m. ` � e � ,o � Phone: -575.- a 5V9 t ` .� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ei Approved per applicable codes. COMMENTS: cron Inspector: rAth INSPECTION RECORD Retain a copy with permit Corrections required prior;to approval. r 62 ,4, /, ,..<4, J j . 7� /T / , ,- LJ Aftec,e G, w6 lei f/ " Q / (9( • / ," -A1 ❑ $47.00 REINSPECTION f REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: / Receipt No: Date: PERMIT NO. (: j— (206)431 -3670 U Project: / G i�5 - -- Ty of Inspe Ion / -)/1 � 5//1 de Add�res/ / S / fo / 5 Date called: t, k /9 9 Special instructions: ..rte _Q 0 �' 67... a.) Date wanted: c� c � p.m. !/ . , Requester: Phone: N0 57S -3W7 v Ett i INSPF,CTION NO. I II INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. Receipt No: IS 1 1 1.1 I 4419 -0633 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.00 REINSPECTION , E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ' . Pr t: esr. Type Ins ection: YP / / L r called: Special instructions: Daten )% ,� . Regya �`v�r Phone: INSPECTION NO. • . r oy n Approved per applicable codes. INSPECTION RECOR . ) Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: is 3 ' AvAte £ x x , � - v s 7 O . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 44 99- 0o33 PERMIT NO. (206)431 -3670 �( 0 ri 4 i .-, • nspecti / Address: lo t..: . Special instructions: Date Vec A.m. R -. - . ter: /,, iit-r.reg ..1 .. .....be 27662— 6 413—,31 .*:•• r7"* • c • 4 INSPECTION NO. INSPECTION RECORIL Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431-3670 IX -Approved per applicable codes. ri Corrections required prior to approval. C IL re.Loe,41c... COMMENTS: D_5ter $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: ! - ProjgtfJ e576/4001(4/20V e o ion Date called: ddre ( g it yr9/ pedal instructions: Date ed: 0 a.m. p.m. Re r� ' / Phone: el INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECOR 16' Retain a copy with perm PERMIT NO.,, /09,9— co 3 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670, COMMENTS: /10 reief/P1 / axe moo,- ,eied. v o o ran?` ( b Dat // /q 0 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to ,,inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: "7"--77 •: 7 .'ri 1M7c mw h , o,a.." ^... , 7 .�' . ayx :“;- ty, r Project Name (V (O »1hithvic.A7i6rvr Address t / 5: /go ? : ' s"7 Retain current inspection schedule Needs shift inspection /` 1J4 C /(/1 ,i) Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department IP A - An 4Ac Ait INALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM > John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. // d0 xl Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 4 All dimensions are in inches. FILTER ACCESS DOOR HORIZONTAL ONLY 221/4' 231/4' 28 9/16' 1 1/2' PERIMETER CURB FLANGE NOTE: Duct flanges mount 7-7/16" down Inside the curb on the 1 -1/2" curb flanges. See recommended duct dimensions on the next page. Dimensional 1 5.25 Ton High Efficiency Data 20, 25 Ton Standard Effciency OOWNFLOW CONDENSATE DRAIN CONNECTION 1,00 NPT 77/18' 80 141/16' 2'... CLEARANCE 68 "* 85 5/16' LOW HEAT 1/2' NPT OAS INLET HIGH HEAT 3/4' NPT 121 11/16' GAS INLET - FILE COPY 11 8' 5 15/16' 122 5/16' CLEARANCE HORIZONTAL - 18 DOWNFLOW - 36 1 4 118 7/8' e 81' UNIT OUTLINE 7 /6' ( 1NIT CONTROL WIRES) 3/16' 3' DIA. HOLE (UNIT POWER WIRES) 76 1/2'/ / ti 81' 1�\ : CLEARANCE 48' It CLEARANCE 60' • RECEIVED CITY OF TUKWILA M APR 0 6 1999 82 I 7' PERMIT CENTER; , • All dimensions are in Inches. Downflow Duct Connections — Field Fabricated NOTE: Duct flanges mount 7- 7/16" down Inside the curb on the 1 -1/2" curb flanges. Horizontal Unit Supply /Return CLEARANCE 48 11 6" o w, 261'2 CLEARANCE 18 241/16 Dimensional 15.25 Ton High Efficiency Data 20, 25 soon Standard Effciency CLEARANCE 60 CLEARANCE 38 2 83 FILTER ACCESS DOOR HORIZONTAL UNITS ONLY HORIZONTAL CONDENSATE DRAIN CONNECTION I.ONPT (.ONPT 1 1\2' PERIMETER CURB FLANGE WANE' Table 20 -1 General Data Sound Rating (GELS)° YYr$r:zerru Wt. dpardbw and horizontal units. General Data 20 2 17'/z Ton 20 Ton 25 Ton Units Down flow and Horizontal Units Downflow and Horizontal Units Downflow and Horizontal Units YC #211C3,C4,CW YC' 241C3,C4,CW YC4'301C3,C4,CW Cooling Performance' Gross Cooling Capacity 220,000 268,000 300,000 EER 11.0 10.6 10.4 Nominal CFM / ARI Rated CFM 7,000 / 6,200 8,000 / 7,000 10,000/8,750 ARI Net Cooling Capacity 208,000 250,000 278,000 Integrated Part Load Value' 12.0 11.2 11.0 System Power (KW) 18,91 23.58 26.73 Heating Performance' Heating Models Low High Low High Low High Heating Input (Btuh) 250,000 350,000 250,000 400,000 250,000 400,000 1st Stage 175,000 250,000 175,000 300,000 175,000 300,000 Heating Output (Btuh) 203,000 284,000 203,000 324,000 203,000 324,000 1st Stage 142,000 203,000 142,000 243,000 142,000 243,000 AFUE% (Downflow/Horizontal) 80.2 / 81.0 79.3 / 79.7 80.2 / 81.0 79.8 / 79.7 80.2/81.0 79.8/79.7 Steady State Efficiency (%) 81.0 81.0 81.0 81.0 81.0 81.0 No. Burners 1 1 1 1 1 1 No. Stages 2 2 2 2 2 2 Gas Connection Pipe Size (in.) 1/2 3/4 1/2 3/4 1/2 3/4 Compressor No./Type 2/Trane 3 -D® Scroll /Copeland Scroll 2/Trane 3 -D Scroll 2/Trane 3 -D Scroll 9.4 9.4 9.4 Outdoor Coll - Type High - Performance High - Performance High Performance Tube Size (in.) OD 0.375 0.375 0.375 Face Area (sq ft) 35.30 35.30 35.30 Rows/FPI 3/16 3 /16 3/16 Indoor Coil - Type High - Performance High - Performance High Performance Tube Size (in.) 0.375 0.375 0.375 Face Area (sq ft) 26.00 26.00 26.00 Rows/FPI 4/15 4/15 4/15 Refrigerant Control Short Orifice Short Orifice Short Orifice Drain Connection No./Size (in,) 1/1.0 NPT 1/1,0 NPT 1/1.0 NPT Outdoor Fan - Type Propeller Propeller Propeller No. Used /Diameter (in.) 2/26 2/26 2/26 Drive Type /No. Speeds Direct/1 Direct/1 Direct/1 CFM 12,800 13,700 13,700 No. Motors /HP 2/1.0 2/1.0 2/1.0 Motor RPM 1125 1125 1125 Indoor Fan - Type FC Centrifugal FC Centrifugal FC Centrifugal No. Used/Diameter (In.) 1/18 x 18 1/18 x 18 1/18x18 Drive Type /No. Speeds BELT /1 BELT /1 BELT /1 No. Motors 1 1 1 Motor HP (Standard /Oversized) 5.0/7.5 5.0/7.5 7.5 Motor RPM (Standard /Oversized) 3450/3470 3450/3470 3470 Motor Frame Size (Standard /Oversized) 145T/184T 145T/184T 184T Filters - Type Throwaway Throwaway Throwaway Furnished? Yes Yes Yes (No.) Size Recommended (4)20 X 20 X 2/(4)20 X 25 X 2 (4)20 X 20 X 2/(4)20 X 25 X 2 (4)20 X 20 X 2/(4)20 X 25 X 2 Refrigerant Charge (Lbs of R -22)' /Circuit 25.7/12.5 22.0/22.0 24.5/24.5 NOTES: 1. Cooling Performance Is rated at 95F ambient, 80F entering dry bulb, 67F entering wet bulb. Gross capacity does not Include the effect of Ian motor heat. ARi capacity is net and Includes the effect of fan motor heat. Rated in accordance with ARI Standard 210/240 or 360 2 EER Is rated at ARI conditions and In accordance with DOE test procedures. 3. Integrated Pan Load Value is based On ARI Standard 210/240 or 360. Units are rated at 80F ambient, 80F entering dry bulb, and 67F entering wet bulb at ARI rated cfm. 4. Heating Performance limit settings and rating data were established and approved under laboratory lest conditions using American National Standards Institute standards Ratings shown we for elevations up to 2000 toot. For elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. 5. AFUE and Steady State Efficiency Is rated in accordance with DOE lost procedures. 6. Sound Rating Is rated In accordance with ARI Standard 270 or 370, 7. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service Instructions. 8. Horizontal Modals have 8.20 x 25 x 2 filters. • Airflow CF Bulb (F) 61 67 73 61 61 67 67 73 73 61 61 67 67 73 73 61 61 67 67 73 73 M3H SHC MBH SHC IVBH SHC M3H SHC M3H SHC 1vBH SHC MBH SHC MBH SHC IVBH SHC IVBH SHC MBH SHC MBH SHC SHC 75 246 205 273 158 284 105 228 196 263 152 280 101 208 186 246 145 273 96.5 191 176 222 136 261 91.5 7200 80 250 245 274 192 287 142 232 232 264 190 283 141 216 216 246 183 274 135 201 201 223 172 261 130 151 85 263 263 275 227 290 171 251 251 265 228 285 173 236 236 248 221 275 170 219 219 225 211 262 168 198 90 274 274 278 262 293 201 266 266 268 265 288 206 254 254 254 254 277 205 239 239 237 237 262 205 244 75 253 218 275 163 285 107 234 209 267 159 282 103 214 199 252 152 275 98.3 194 189 228 142 266 93.6 8000 80 257 257 277 199 289 144 243 243 268 199 285 143 227 227 252 194 277 140 210 210 228 184 266 136 158 85 270 270 279 236 292 174 261 261 270 240 288 177 247 247 255 237 278 177 230 230 232 226 266 177 208 90 280 280 282 273 295 205 274 274 274 274 291 212 264 264 264 264 280 214 250 250 248 248 267 218 257 75 258 230 278 167 287 109 240 221 270 164 284 105 219 211 256 159 277 100 199 199 232 149 269 95.5 8800 80 264 264 280 204 290 155 252 252 271 208 287 145 236 236 257 205 279 144 218 218 233 195 269 141 162 85 276 276 282 244 293 177 268 268 274 250 290 181 256 256 260 251 281 182 240 240 238 238 269 185 213 90 285 285 286 281 297 209 280 280 280 280 293 217 271 271 271 271 283 221 258 258 258 258 271 229 264 75 262 240 280 169 288 110 246 233 273 169 285 106 225 223 260 166 278 102 205 205 236 156 271 97.1 9600 80 270 270 282 209 291 161 260 260 274 215 288 147 245 245 261 215 281 147 226 226 237 205 271 146 165 85 280 280 284 250 295 179 274 274 277 260 291 184 263 263 265 263 282 186 248 248 246 246 272 193 217 90 288 288 288 288 298 212 284 284 284 284 294 222 276 276 276 276 285 228 264 264 265 265 275 240 Airflow UM Bulb (F) 61 67 73 61 67 73 61 67 73 61 67 73 M3H SHC tvBH SHC M3H SHC M3H SHC M3H SHC M3H SHC M3H SHC M3H SHC M3H SHC M3H SHC M3H SHC IvBH SHC 75 277 243 306 187 316 117 258 234 295 178 314 115 238 224 276 169 305 110 218 214 253 163 292 104 9000 80 284 284 307 225 321 169 269 269 295 225 317 161 252 252 277 217 307 158 235 235 254 207 293 151 85 300 300 309 269 325 198 289 289 298 271 320 202 273 273 280 266 30B 201 256 256 259 256 293 198 90 312 312 313 312 329 236 305 305 305 305 321 240 293 293 293 293 310 245 277 277 277 277 295 244 75 284 258 310 188 319 121 264 249 299 185 316 117 244 239 282 178 308 112 224 224 259 168 295 106 10000 80 294 294 310 233 323 175 280 280 300 236 319 170 263 263 283 230 309 163 245 245 260 221 296 158 85 307 307 313 280 327 202 298 298 303 286 322 207 284 284 287 284 312 208 267 267 267 267 297 208 90 318 318 318 318 331 241 312 312 312 312 324 248 301 301 301 301 314 255 287 287 287 287 299 257 75 286 265 31I 190 320 122 267 256 300 189 316 118 247 246 284 182 309 113 228 228 261 172 296 107 10500 80 297 297 312 237 324 178 285 285 302 241 320 174 267 267 285 237 310 165 249 249 262 227 298 162 85 310 310 315 285 328 204 302 302 305 293 323 210 289 289 289 289 313 212 272 272 272 272 299 213 90 320 320 320 320 332 244 314 314 314 314 325 251 305 305 305 305 316 260 292 292 292 292 301 264 75 289 272 312 192 321 123 270 264 302 192 317 119 249 249 286 186 309 114 231 231 263 176 297 108 11000 80 300 300 313 240 324 181 289 289 304 246 321 177 272 272 287 243 311 170 253 253 265 234 299 165 85 312 312 316 289 329 205 305 305 307 299 324 212 293 293 293 293 314 215 276 276 276 276 300 217 90 322 322 321 321 332 246 317 317 317 317 326 255 308 308 308 308 317 265 295 295 295 295 303 270 Performance Data Table 37 -1 Gross Cooling Capacities (MBH) 20 Ton Three Phase YC *241C3, C4, CW Enter aY Enter DIY 85 95 NOTES: 1. All capacities shown are gross and have not considered indoor Ian heat. To obtain net cooling subtract Indoor Ian heal. 2. MBH = Total Gross Capacity 3. SHC = Sensiblo Heal Capacity 85 95 37 E ntering Wet Bulb 105 *elk , 25`on : *1 »:8`e�C4hS "7Y`s Table 37 -2 Gross Cooling Capacities (MBH) 25 Ton Three Phase YC*301C3, C4, CW Arrtient i enperoture Entering Wet Bulb NOTES: 1. All capacities shown we gross and havo not considered Indoor tan heat. To obtain not cooling subtract indoor tan heat. 2. MBH - Total Gross Capacity 3. SHC = Sensiblo Heal Capacity 105 115 115 .3 4 • Electrical Data 1. 10 and 1214 Ton Standard Unit. 2. 10 and 1214 Ton High Efficiency Unit. Table 61 -1 Electrical Characteristics — Power Exhau Accessory Accessory Operating Tons Model Number Voltage Fnase BAYPWRX013A 208-230 1 61/4, 7'h BAYPWRX015A 460 1 BAYPWRX014A 575 1 BAYPWRX016B 208-230 1 8%/, 10', 12%/' BAYPWRX017B 460 1 BAYPWRX018B 575 1 BAYPWRX019A 208.230 1 10/,12'///,16, BAYPWRX020A 460 1 17'4 20, 25 BAYPWRX021A 575 1 cessory s RPM F LRA .75 1100 6.6 13.5 .75 1100 3.1 6.4 .75 100 2.4 5,2 3/4 1• I 6.6 13.5 3/4 '•0 3.2 8.4 3/4 1040 2.1 5.2 3/4 1040 .6 13.5 3/4 1040 3.2 8.4 3/4 1040 2.1 5.2 • • • i:. • *Indicates both downllow and horizontal units. Electrical Data Table 60 -1 Unit Wiring - High Efficiency Standard Indoor Fan Motor Overs e Indoor Fan •tor Unit Minimum Maximum Fuse • Minimum Ma ' urn Fuse Unit Operating Circuit Size Or Maximum Circuit a Or Maximum Tons Model No. Voltage Range Ampacity Circuit Breaker' Ampacity Cir t Breaker' YCD037C3 187 -253 19.6 30 20.8 30 3 YCD037C4 414 -506 9.9 15 10 15 YC #049C3 187-253 24.7 35 4 YC #049C4 414 -506 11.8 15 YC #061C3. 187-253 30.6 45 5 VC*061C4 414-506 15,9 25 YC #074C3 187-253 35.2 50 38.1 6 YC #074C4 414-506 16,6 25 17.8 YC#086C3 187-253 38.1 60 41.0 60 7 YC#086C4 414-506 18.1 25 19.3 25 YC #091D3 187-253 41.7 50 44.6 50 YC #091D4 414-506 20.8 25 22.0 25 YC #103C3 187.253 45 50 48 60 81/2 YC #103C4 414.506 24 30 25 30 YC #103CW 517-633 19 20 20 25 YC #121C3 187-253 49 60 52 60 10 YC #121C4 414 -506 30 35 31 40 YC #121CW 517-633 22 25 23 25 YC #151C3 187-253 61 80 67 80 121/2 YC #151C4 414-506 31 40 34 40 YC #151CW 517-633 25 30 27 30 YC #181C3 187 -253 79 90 85 100 15 YC #181C4 414 -506 40 50 43 50 YC #181CW 517-633 30 40 33 45 YC*211C3 187 -253 94 110 102 125 171 YC #211C4 414-506 46 60 49 60 YC#211CW 517 -633 36 45 39 50 YC#241C3 187 -253 123 150 130 150 20 1'C #241C4 414-506 53 60 56 70 YC #241CW 517-633 42 50 45 50 YC#301C3 187-253 130 150 N/A N/A 25 YC #301C4 414-506 56 70.- N/A N/A YC #301CIV 517 633 45 50 N/A N/A NOTES: 1. HACK breaker per NEC. 2. MCA values do not Include Power Exhaust accessory. See Table 61-1 for this information, 3. The oversize motor Is standard on the horizontal high heat YCH091D'H. 60 27.1 40 12.9 31.9 16.5 15 50 25 50 25 • , *NAL * rTAfL" 0 4 / . • & , ) / . ".••• t •trA CI•71'.1••••::••••.%**2.A.IA —■ 6 , • .•;,a: •••• • , • , • •• . . • . . • • • . . • t • • • • • . . • • • • GREAJER THAN .*. • •• : • •• ' . . ' • P.ANEL: • .: '• F?OINT . . . . DED J x x'. •••• # ? czoNLcENTRATEcf LQA 4i • 50# OR • • TO 1004... /MX.' II., 11 • • t •%; • • • • . • • • ' ..• . • P. EL; OF . ANGLE' :'•• • • • e. . • ; • •• • . ' • • • 1 A. . • • • .4: r:' 4 — • ` , •••••••: w etv.'. . . 1 r kRt fii : • r ' .1.) W HERE ONCE:IfTRe! ED: L OADS .• sue RT • "' ' ARE . 1.0CATED MORE:TO* , 3W FROM A p F,910 THE *; • • • , • i ' .• .: '• 44.,:•:, JOIST ,WITH . AN „ADD cp ,p*LE 2 X 2 :.5; • ,• • FRO/4 ff-IE ....-: f e`' a,p. t.,„.:..;. .,,.. ...., ., - ., ; r • • . 4 . : . • 4 t . ' ... . . ' REMOVE • LOAD , f RO /4 'JOIST. PRIOR TO WV1:1'. 1,•11.i... Al -4 .:":::::.. a ' ';`•••*; . •___.:• '•. t,•' . • ,:.., • ..• ; 4 3. ADDEO:. ANGLES 'Se . WELOt ARE i "rc: e 'SUUPrice.11,s?,.;•Itittl'ALLCO:1,p,' THE - -• : • • ... • i ' .. . • '•ONERAt." CONTRACTOR.. ,;,... *,,r:$;' ":' •' '...) ' 'W;;',.. '.'.••. `,VP *.?• '' ''..' ;1 ' ' • '' 4. " ..4. r; ...,.. • • • • • • 7 r; • *'•• : tit.:••••!. t 4 4:41 • • RECEIVED cmc OF TUKWILA APR 1 6 1999 WO . . • • TI,WILA:'. ';' ' • ie IT CENTER .D • • PgRM • " • . • , • 2. • .':1041.!;: • M , • • . • . . „ • ;;;:;.,■ „ ; • •.?" ' 111 Unit ..: ., rT• TC•t02C . "MI ri w Cawer,wila its (lbs.) . ; T ' • ', riwi'livIel .. bailor of 'Gravity •r '2A0 ri :...a M ' 107 ' WINIIIIMMIE216111 3 y a . . ', an.•u .20 20 TGe103d 1094 INTEMII • -' .' OM . 2li 20 TG' i ODC MN . ' 30rE• • ' 'f25 . Illn .2D2' • TC_ MIN TC *125C . . • . V `^ , 10 2 Il �/p tt_llA.` � .,ee . . T( rnlo 7V1558 1•u 1Thh: W': ,4S2 ''• 9lf0 . 1118 ill f �� :dIw 2e 1 1371 :411'2 M .•f.3f Frallril 20. TQ•1810 • 40 .635 W1 75G �`+� •'6b0 • Mi P1l Tamio0 1452f . r TCe211C 1921: ; ...4aa6.. I 34 .. Ta 1850 '64 't NMI . : :309 • • :' 40e ' 33 T 2408 1850. . •854 ;, r t t = ' 408 .: ki 43" 13 NEll , ,,. , . T1 i50i • 1906. ... 1 , - , ,� �� TCeaoo$ 1906.. 061 `. 607' ' 4i8. ' � TCe901 C ' e2t 18 434 ,. Unit Support If.unit is to be roof mounted cth@ck btiildinn rxwieg fnr wninht • distr1butlon requirements, Rater t0 accessory roof curb mount - tno hrtNtlrtdnne t1 cu•4 .■nd• emet upinfrs /r,r nly.l.t , .enknQn an qutred. determine if adequate electrical power is available. ,Rater to speoifloation sheet .Location and Clearances iribta lltatidn of unit should afgm o locai LIUdila oodet�1 and B 04 t t C' dl (;od n La 1n Icl 0w c mug Co - • ' • form to CSA and local codes. Select a location that will permit unobstructed airflow into the eaildenser coil and away from the fen discharge. Suited airflow olegranres and service clearances are given in Figure A urvl ! R , ; Placing and Rigging Sr{rit, r91ip'ihor unit u.: re w51Ma,+ I.sIY ♦r •4416 d•IJ.' 94. To Mins ary•rt•l mtlst,ball placed throuaftthe tiftina boles In the rail of tt i -.,unit 1 ne point wnere stings mOIR Me lifting eyelet should • be at last 6 feet above the unit. Use spreader bars to prevent eXC eis.9sve pressure on the top of that unit during lifting. Figure '2.shows the unit center of gravity, the ur c of "spmaicter t rs" is required when hoisting the unit (prevents damagis.to sides and M ). Top orif orig. oars Ds ux, ds sjr,s,oga, two, Figure 2 \ �, . , • ■ ■ w w r ■�w awn �� 11 ti �/ w ' . .. L , o cat can and =Gtor i :int trviiit+ ',t, ; o i.-N : Unit: (Top view) Center of Gravity w� D C.d. 1Vidu A\-- Corupredoor --- C.O. Length • Mounting Unit on Roof UOyvoik w Un119 shoud be mounted on a not curb when pos- . : etble. When installing the unit on the roof curb, follow the in- stallation ir•a.tructiona accompanying the rant curb k;t. On new mots, that curb should be welded directly to the root deck. For • .' OWN construction, naiiers must be irrstalt+ad under the curb 0 W�{eI ling1if / riot po . yyre De ��. ss � u ��4 r ��e. e .��y t . o l� a r ttactr the / .9 downflow . •' �ftrcityClt4.at.t(1p 41 /� t lrlbN1.l adlii M. w I IJYI V • When installing the wtit,..t:must be.levei to insure proper con- meet ,, 'A 41,.. fMrn.Y1•... ♦er:.Y•R.•.L.. Tl.d :nri.RrirsI.rr r.Nn1. the unit down irbIrt the ate drain al:the-unit I.,. 1 /4C 'f)nwrillow or hbrizont 1' Slab Mount For ground Level :Installation. i:ttre; ei'tit base'stlbilflt'•t atd- equatety tuppotted and bolo "ails* now leive4t: •Thd; in e- tinn .ntre.. 1-.6,4 14+... ;autel'gli..i.i...44*r11r kr irmikl rp•oi . • • Table Corner wetghts-&Centerpf•Cirliiiit<y • Npfvr i Cor�s/v,ifM1 dk . M4ffilelf0 vita: '- ' nit Is to trip• st yet o 1st t f cutik or• eqtdvidervarie r h • RtcgIV,ED • CITY . OF TUKWILA ' 'APP f,1' 6 1999 PE RMIT. CENTER 04/13/1999 Q9103 FROM CMP, IWC, LNG _... 1- • TO 2065753499 • RECEIVED CITY OF TUKWILA ; ,APR 1 6 199 PERMIT CENTER .04/13/1999 0'3127 FROM CtIP• INC. . • • ' . , • t Y 1.:40.44 te4Ox' • P.01 • • . ..• • TOTAL P.01 04/13/1999 09109 FROM CMP I rNC. • MAQR 16 193'! e8126 FR WE& iITWK >_ .•✓a'1 4 1WUQ .mHr11 Mrlidt,70.1m GY.1Y1K+1 1 .• FLUOR MOM • .r...1., 6 eamm 44' .~ ' �• ,; .S#A011 �r 1p . 4P r 4., .c • I 1 i 1 r 1 , . • . 4., itii • � . '� 111 l l ; i10', 1.. ,,: •. 1 11. 1e �1+7�' • • 1$!4 , ''�) , d�, b 1� roat$ • :'0,`! 4 i; • . , . 1 ;.. ,. 1.014r: :. .1 s . . 1 " ' . �' f:. : , 1 1 .; 1 o ? 4 f ( ? i•?t *". 1. 1 -•G .• . ! _¢ 1 . 1 • .. • • 1 .1 Alt ..! , . o 0481is1 � r bl4 ° 1ri 1 AO 1 X1#47 i k ., ,a4 sr. ,� 61.} 1�P � 3. 11 / / 1 . r f i • � , 1/ �,J /�/ • �. ��/�� I 1 '. -, I �• ... • . ,! \ r. ' 1. . 1 1 `, I I � •' 44� • S. 7 4', t • : o l e 004 "0.44 "pee . •N + w 'P� ! j 4 RECEIVED ,.I . 40 ,C, 9P 1Q , . , 1 . 1 , CITY OF TU1t1NILA 1 �. •4 APR ;. ., ; ., ., . 1 ;; ; 1 1999 , . , 0. ' ^ 1`�' I I / I , i : ;'± , �. PERMIT CENTER • 4 1 . . 1 . . . . . . ' 1 1 . r l • l r 1 .. , I. . t • i I . .. 1 1 • I ' • � . 1 I ■ 'e :. )) (e ? 4r 6 b Ifr +• I a rt 49 of °64111"6 `N to 1 i ' i , 1 .1 { 3 : ` 1 ��"G�1" �F' `� 10 1 V ><q � ML 1* u /J et]hr ' 3 6 .11�lr / 1!A l/ r�s j ` � 6 J (! y 11 + 1 61 • y1 r11.. ' r N • , Ir. .. • . ..� • 1 �_, � 1 .1 'i ' 1 � , } /��'.,� 1+ .• � 47 tt 10 11 11 16 14 16 io 10 r I MPR 15 '95 15:09 CALCULATION aK$?blin VIVb310• AWL .0 ,• 5 ;,i 4 1 f9,G I r.'7 ;t Kra �l . �wv w P Z - . ,X I ; • .11 ..1..• a• ...I 1 • 1 • G . , j . ~ /111.4314jf . ! ? ' 1 ( ' ) - - r 4.. 4 19 TI 18 to 14 i$ :' ;' l6 11 / � 11 ILO 41 as ay iM' sa 1 04/13/1999 05110 FROM CHF INC. ,.‘ • MAR 1999 0926 FR WEST NM( CEICT . 1 mHpc. I • vorp vaperh 71401.u7-04voot exam 8 10 '1 13 13 14 • 1 .• • .1, 1 $ 4 %I. 1644 I 'l ilt_ 1• 1 :'' • . • 1 • 4 . o 0 ••••( •4 4 • ••,.., • leer •11. • — ia•. .. I • WI:. t • i S ••••r_ . : f • 11 . 4 .1 t 4 • „ . , • , r •)••• • .r., i , ,,,, .4•4ilt • I sl, • 1 6. e i a ' • 1••••••11.• 4 •Irr •• 1 •01 6 1 i 1 ' • • .• • • i '... .:. I 10 2 MAR iV '90 15 • 1 • y TO 2065753 „,_, SVM 291 1.79 1.449R4. , • • r •'4r4a* 4 . , e 1 MIR WWI §10 eALCULATIONS grail 210112102 • • • • . 4 ,L. ; • 44. • I ": • I 4. ; • 1 I • ••••••••••••••••••••••••••••••••••1141111115 •4411 •• 1 14 • ; • ! f • f 1 4 . • 4, .. 4•• tr 4 • t • . r k :.. . •• , i:. , , ...., i . .‘: , ......• ! . , .. ,, . , . Or " 01#4 d ) r• , r .• I . 041 7 a • ) .. , ., , ' • .47 .' (4,dra .47 $ Ct ' • . ' '''' : : ' .. i i '... .... . •‘ • . , •• • . I ii. 1 . 11 d 4 • 4 1 ( ; t4 d 1 . • 1 .. . . 74 4 1 i ... ., 4 1, . .:. . i , . . ..., — I 1 $ • . .. t. • ol, 4 ; ,e,: 00,42.07.... ..$ . : 3 • 4 4 1 4 .• 14 , .. ...• 11 .1 . 1 / i 1 1 r, 4(4 • • 4 i .' **. I : 1 • 1 1 " 1 ■ • .. ..4' ' . . . 1 • . . . .. : . Iti..; ove,...or Ave,. • , A, ,. 4, . • .. 1, • 11 • • 14 r •V 111%. • • . 1 : 1 • • i • . •, 2 . *" 1 1 : /. • '• , • i " , • , • .,, • , • • • !,, • I, . i . 6 ; • I • 4 !... 0..:'.: 4 . 4 ; 4 '. ' , :4 4 ! . I ••• .1 4 • i i • " ' 4 I • I i I • . 4 . 1 '4 , . .. I • t r . '. • • • .• " • . 4 • 'I • • • • 1 . • •••• i • I.14 04. • 0 . • • I. • • .„4! • • t • • I • .1 ' •:. '' • .1 1* 9 14 SS 11 47 ji 111• .403 241/5 040 • 44 t' . • • L ; . • ." 4 RECEIVED • " 'fir( QF TUKVVILA roi •• ... • *., a • I •• • • 4 4 . • .• . r .4 • . • 'I' I • 4 I i • 1 , , • . / ' ' '1 6 1999 1 r I ; ■ • 1 1 . 1 . *: ' PERMIT CENTER 1 ! 1 i . • .:: r. • • • 1 4 ir4 4 i ' •• ". 4 1 4 . ot • r i 1 ; • 4 4 to or ••• •• 1 . • • 1 " o•••• • • o two If . . 4 4 . ... i •: . ... • ' I • : ...' .1 r I. :: 1 ';• ;,.. ,s' . ' , .• :. 0 .' • 1 ; • • !.!.... '. • • •• •:.* • ' • 4 • •• TOTAL P.04 I. • Nit !!i lit Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Summary A. Scope of Section Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA PILE COPY � T Date February 5, 1999 . ._...._ »..,..�..� —... Rev 0 SECTION 01000 SUPPLEMENTARY REQUIREMENTS This section prescribes the supplemental requirements complementary to the General Requirements of the Contract, and is not intended to duplicate or contradict the General Requirements. B. Terminology Terminology is covered in the General Requirements; additions are as follows, and apply wherever such terms are used: 1. Owner: QWEST Communications, Inc. 2. Architect/Engineer: Fluor Daniel Telecom 3. Architect: Synonymous to Architect/Engineer. 4. Property — Building Owner: Property and Building Owner separate from Owner. 5. Landscape Architect: If used, shall be the Architect/Engineer or designated entity. 6. Authorized Owners Representative: An owner appointed representative. 7. City: Tukwila, Washington 8. Contractor: The individual, partnership, corporation, joint venture, or other legal entity having a contract with the Owner to perform the Work. The term "Prime Contractor" shall mean Contractor. 9. Trade: Workmen or Mechanics with special skills, or firms that hire them, as applicable. 10. Any: The term "any" in the Contract Documents shall be interpreted as "any and all" whenever more than 1 item would be applicable for completion of the Work of the Project; for example, "any other general expenses." SUPPLEMENTARY REQUIREMENTS 01000 -1 RECEIVED CITY OF TUKWILA FEES 19 '4n PERMIT CENTER frlqq. 0 rid: tl, 1flft Qwest. FLUOR DANIEL TELECOM 1.2 Description Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 11. Shop Drawings: Drawings, diagrams, schedules, and other data specifically prepared for the work by the Contractor to illustrate some portion of the work. 12. Product Data: Illustrations, standards, schedules, performance charts, instructions, brochures, diagrams, and other information furnished by the Contractor to illustrate a material, product, or system for some portion of the work. 13. Samples: Physical examples which illustrate materials, equipment, or workmanship, and establish standards by which the work will be judged. The intent of the contract documents is to include the items necessary for the proper execution and completion of the work. A. The contract documents are complementary, and what is required by any one shall be as binding as if required by all. B. Work not covered in the specifications and drawings will not be required, unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce intended results. C. Words and abbreviations which have well -known technical or trade meanings are used in the specifications and drawings in accordance with such recognized meanings. D. Where custom built equipment is specified, and an independent testing laboratory label or listing is not applicable to the completed product, components used in the construction and assembly of such equipment must be labeled or listed by an independent testing laboratory acceptable to the Architect/Engineer, where such label or listing is applicable to the components. These labels shall be securely affixed to the components in a conspicuous location. E. The Mechanical and Electrical Drawings are diagrammatic, intending to show general locations and arrangements of piping, wiring, equipment, and specialties and not necessarily showing the required offsets, connections, or appurtenances. Accurately lay out work in cooperation with other trades to avoid conflicts and to obtain a neat and workmanlike installation which will afford maximum practical accessibility for operation, maintenance, and headroom. F. Drawing scale is selected for convenience in presentation and not for establishment of dimensions. 1. Use drawing dimensions for performance of work. SUPPLEMENTARY REQUIREMENTS 01000 -2 Qwest. FLUOR DANIEL TELECOM 1.3 Submittals Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2. Verify actual dimensions at the site to determine that sufficient space exists and that no interference will be caused. A. Filing of Drawings The Contractor shall file necessary drawings with the City, if their approval is required. Copies of these drawings bearing the stamp of approval of the authorities having jurisdiction shall be submitted to the Architect/Engineer prior to starting the Work. B. Record Documents and Samples The Contractor shall maintain at the site one record copy of all drawings, specifications, addenda, change orders, and other modifications, in good order and marked currently to record all changes made during construction; and shall maintain at the site reviewed shop drawings, product data, and samples. These shall be available to the Architect/Engineer and shall be delivered to the Owner upon completion of the work. C. Shop drawings, product data, warranties, operation/service manuals, and samples shall comply with individual specification section requirements and as follows: 1. Shop drawings shall be one reproducible sepia for return with remarks noted. 2. Product data shall be submitted in a quantity of 6 copies. 3. Submit samples in a quantity of 3; one to be retained by the Architect/Engineer, one to be retained at the construction site, and one to be returned by the Architect/Engineer to the originator after approval. 4. Approval indicates conformance to contract documents (not performance, code compliance, dimensions, or quantities) and does not constitute approval to vary from contract documents. Resubmit disapproved shop drawings, product data, and samples for approval in same manner as for first submittal. 5. No portion of the work requiring shop drawings, product data or sample approval shall be started until the Architect/Engineer approval is obtained in writing. SUPPLEMENTARY REQUIREMENTS 01000 -3 rile fig t Qwest. FLUOR DANIEL TELECOM D. Manuals Upon completion of this portion of the work, and as a condition of its acceptance, the Contractor shall deliver to the Owner five copies of a complete Operation, Maintenance and Service Manual. Operation, Maintenance and Service Manuals shall be consistent with manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions. Contractor shall provide a manual describing the labeling scheme installed for all building components, cables, equipment, electrical devices, etc. Test data shall be legible and of good quality. Light- sensitive reproduction techniques are acceptable provided finished pages are clear, legible, and not subject to fading. Pages for vendor data and manuals shall have 3/8 -inch holes and be bound in 3 -ring, loose -leaf binders. Data shall be organized by separate index and tabbed sheets. Include within each manual: 1. Copy of the approved Record Documents (As- Builts) for this portion of the work. 1 Copies of all warranties and guarantees. 3. Instructions for adjusting, operating, and extending the system. 4. Repair procedures and spare parts documentation, including parts lists showing manufacturer's parts numbers for procuring future replacements. Include the name, address, and phone number of the nearest manufacturer's service representative. 1.4 Cost Breakdown and Periodical Estimates A. Contractor shall furnish on forms approved by the Owner: 1. Within 10 days of award of contract a detailed estimate giving complete breakdown of contract price; and 2. A periodical itemized estimate of work done for purpose of making partial payments thereon. 3. Within 10 days of request by the Owner, a schedule of estimated monthly payments which shall be due him under the contract. B. Values employed in making up any of these schedules will be used only for determining basis of partial payments and will not be considered as fixing a basis for additions to or deductions from contract price. SUPPLEMENTARY REQUIREMENTS 01000 -4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS 2.1 General A. Substitution for items described in the contract documents will be as follows: 3.0 EXECUTION 1. Where "Or Approved Equal" is omitted for the item, product, material, system, or equipment, provide exactly as specified. No substitution will be considered or approved. 2. Where "Or Approved Equal" is included for an item, product, material, system, or equipment, substitution may be submitted to the Architect/Engineer for approval. Proposed substitution shall be: 3.1 Field Quality Control Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 a. Accompanied by certified data. b. Available in quantity sufficient to prevent delay of the work. c. Provided in same range of colors, textures, gages, dimensions, capacities, functions, types, and finishes. d. Equal to specified item in strength, durability, efficiency, serviceability, ease, and cost of maintenance. e. Compatible with design without design modifications by the Architect/Engineer or additional cost. A. Workmanship contemplated under this work shall be first class in every respect. Surfaces, members, frames, and units shall be true, even, and in alignment. No warped, bent, dented, or otherwise damaged members of units shall be built into the work. Connections shall be true, tight, and neat. Arises, soffits, and intersections shall be straight and true. Finishes shall be free from chips, dents, or other imperfections not in conformity with first -class work. B. Factory assemblies shall conform to the first -class standards of the trades concerned. C. Defective materials shall not be built in and, if built in, shall be removed at the Contractor's expense. Where, in the opinion of the Architect/Engineer, doubt exists as to the quality or effectiveness of the work, the work shall be reinstalled as directed. SUPPLEMENTARY REQUIREMENTS 01000 -5 Qwest. FLUOR DANIEL TELECOM 3.2 Clean -up A. Daily Clean -up 1. Maintain the premises and Project site in a reasonable neat and orderly condition, free from accumulations of waste materials and rubbish during the entire construction period. 2. Remove crates, cartons, trash and flammable waste materials from the work areas by the end of each working day. 3. Do not dispose of trash or debris by burning on Project site. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 4. Clean and leave free from rubbish, construction debris, and dirt; dust electrical closets, pipe and duct shafts, chases, furred spaces and similar spaces which are generally unfinished, roof drains and roof areas. 5. Clean and restore any finished surface which is defaced in any way. 6. Provide and maintain runner strips of nonstaining kraft building paper on finished floors. B. Final Clean - up Immediately prior to final building inspection by the Architect/Engineer, prepare building for Owner occupancy by thoroughly cleaning surfaces on which dirt or dust have collected or which have tarnished. Cleanup shall be performed according to respective manufacturer's instructions. Soiled items that cannot be cleaned shall be touched up or replaced to the satisfaction of the Architect/Engineer. Items damaged during cleanup shall be repaired or replaced at no additional cost to the Owner. Final cleanup shall include, but is not limited to, the following: • Clean and polish resilient floors. • Clean floor toppings. • Clean and polish tarnished finish hardware. • Clean and polish woodwork, and countertops. • Clean doors and frames. • Clean windows and frames. • Clean ceramic tile. • Upon completion of the Work, remove temporary building, structures, scaffolding, surplus materials, and refuse from the site. SUPPLEMENTARY REQUIREMENTS 01000 -6 Qwest. FLUOR DANIEL TELECOM 4.0 ATTACHMENTS Not applicable. End of Section ....,...,...,.,. �v�. enw�. �xan�usHkwlhera •.Gwsx SUPPLEMENTARY REQUIREMENTS 01000 -7 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents 3.5 Contractor Use of Premises SECTION 01010 SUMMARY OF WORK Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division -1 Specification Sections, apply to this Section. 1.2 Project Description A. The Project consists of construction of a Qwest Communications, Inc. Transport/Switch Site located in an existing building in Tukwila, WA, as shown on Contract Documents dated February 5, 1999 prepared by Fluor Daniel Telecom, 1527 Cole Boulevard, Golden, Colorado. B. The work consists of alterations to an existing building and some new construction both interior and exterior. 1. The work includes General Construction, Plumbing, Fire Protection, Heating, Ventilating and Air Conditioning, and Electrical. 2. The work includes selective demolition. 3. The work includes landscaping. 3.3 Work Under Other Contracts A. Installation of telecommunication equipment will be performed by separate contractors employed by the Owner. The General Contractor is to cooperate with these separate contractors to allow coordination and timely installation of their work, in accordance with the General Conditions of the contract. 3.4 Work Sequence The Work shall be conducted in a timely manner so as to meet the start -up schedule as established by the Owner. The Contractor shall carry on all his construction operations, including storage of materials, in such a way as to interfere as little as possible with traffic and with the work of other Contractors. SUMMARY OF WORK 01010- 1 rile 6 Qwest. FLUOR DANIEL TELECOM 3.6 Owner Occupancy A. Partial Owner Occupancy The Owner reserves the right to occupy and to place and install equipment in completed areas of the building, prior to Substantial Completion provided that such occupancy does not interfere with the completion of the Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the total Work. 1. A Certificate of Substantial Completion will be executed for each specific portion of the Work to be occupied prior to Owner occupancy. 2. Obtain a certificate of Occupancy from local building officials prior to Owner Occupancy. 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. 3. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational or Temporary Facilities provided. Required inspections and tests shall have been successfully completed. Upon occupancy the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building. 3.7 Time of Completion The work shall commence immediately upon Award of Contract, and shall be substantially . complete within the timeframe established by the Owner. End of Section SUMMARY OF WORK 01010- 2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 '2 . ...................... Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Description 1.3 Submittals SECTION 01015 CONTRACTOR'S USE OF THE PREMISES Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. This section applies to situations in which the Contractor or their representatives including, but not necessarily limited to, suppliers, subcontractors, employees, and field engineers, enters upon and utilize the Owner's property. B. Construction operations are limited by site restraints imposed and/or notified in writing from the site owner or representative in advance. 1.2 Quality Assurance A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this Section. B. Require that all personnel who will enter upon the Owner's property certify their awareness of and familiarity with the requirements of this Section. Maintain an accurate record of the names and identification of all persons entering upon the Owner's property in connection with the work of this Contract, including times of entering and times of leaving, and submit a copy of the record to the Owner daily. 1.4 Transportation Facilities A. Truck and Equipment Access 1. To avoid traffic conflict with vehicles of the Owner's employees and customers, and to avoid over - loading of streets and driveways elsewhere on the Owner's property, limit the access of trucks and equipment with the proposed demolition and construction to the "rear (south side)" existing building. Contractor to coordinate access and staging with property owner's representative or owner. 2. Provide traffic control; flag persons and proper communications to assure safe traffic flow. 3. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach the job site. CONTRACTOR'S USE OF THE PREMISES 01015 -1 Qwest. FLUOR DANIEL TELECOM B. Contractor's Vehicles 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable, End of Section CONTRACTOR'S USE OF THE PREMISES 01015 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Require Contractor's vehicles, vehicles belonging to the employees of the Contractor, and all other vehicles entering upon the property in performance of the work of the Contract, to comply with the property owner's advance written requests. 2. Do not permit such vehicles to park on any street or other area of the Owner's property except in the area shown on the drawings as "Contractors' Parking Area ". 1.5 Security Restrict the access of all persons entering upon the Owner's property excluding owner exempted personnel or other approved persons to the actual site of the work. 1.6 Existing Facilities Contractor to notify Owner in writing within 48 hours of any interruptions to Owner's vehicle access through current site vehicular circulation. Qwest. FLUOR DANIEL TELECOM SECTION 01020 ALLOWANCES Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev. 0 1.0 GENERAL 1.1 Summary A. Include in the contract sum all allowances stated in the Contract Documents. B. Designate in the construction progress schedule the delivery dates for products specified under each allowance. C. Designate in the Schedule of Values the quantities of materials required under each unit cost allowance. 2.0 PRODUCTS 2.1 Allowances A. The amount of each allowance includes: 1. The cost of the product to the Contractor, less any applicable trade discounts. 2. Delivery to the site. 3. Labor required under the allowance, only when labor is specified to be included in the allowance. 4. Applicable taxes. B. In addition to the amount of each allowance, include in the contract Sum the contractor's costs for: 1. Handling at the site; including unloading, uncrating, and storage. 2. Protection from the elements and from damage. 3. Labor for installation and finishing, except where labor is specified to be a part of the allowance. 4. Other expenses required to complete the installation. 5. Contractor's and Subcontractor's overhead and profit. ALLOWANCES 01020 -1 tilt fir 1 Qwest FLUOR DANIEL TELECOM C. The Amount of Each Allowance ALLOWANCES 01020 -2 ••; i'e �a Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev. 0 1. LANDSCAPE ALLOWANCE $5,000 Landscaping, remove and relocate existing, and provide new trees, shrubs, ground cover; including irrigation, soil preparation and finish grading involving topsoil and landscape accessories. 2. CARPET ALLOWANCE $5,510.00 Carpeting, including surface preparation and installation. 3. FURNITURE ALLOWANCE $10,000.00 Office furniture, conference room furniture, and break room furniture. 4. MODULAR OFFICE ALLOWANCE $10,000.00 Moveable partitions, desk tops, cabinets, shelves, chairs, and accoutrements. 2.2 Selection of Products Under Allowances A. Architect's Duties 1. Consult with the Contractor in consideration of products and suppliers or installers. 2. Make selection in consultation with the Owner. Obtain Owner's written decision, designating: a. Product, model and finish. b. Accessories and attachments. c. Supplier and installer as applicable. d. Cost to Contractor, delivered to the site or installed, as applicable. e. Manufacturer's Warranties. 3. Transmit Owner's decision to the Contractor. 4. Prepare Change Orders. B. Contractor's Duties 1. Assist Architect and Owner in determining qualified suppliers or installers. Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev. 0 2. Obtain proposals from suppliers and installers when requested by Architect. 3. Make appropriate recommendations for consideration of the Architect. 4. Notify Architect promptly of: a. Any reasonable objections Contractor may have against any supplier, or party under consideration for installation. b. Any effect on the Construction Schedule anticipated by selections under consideration. 2.3 Contractor Responsibility for Purchase, Delivery and Installation A. On notification of selection, execute purchase agreement with designated supplier. B. Arrange for and process Shop Drawings, Product Data and Samples, as required. C. Make all arrangements for delivery. D. Upon delivery, promptly inspect products for damage or defects. E. Submit calms for transportation damage. F. Install and finish products in compliance with requirements of referenced specification sections. 2.4 Adjustment of Costs A. Should the net cost be more or less than the specified amount of the allowance, the contract Sum will be adjusted accordingly by Change Order. 1. The amount of the Change Order will recognize any changes in handling costs at the site, labor, installation costs, overhead, profit, and other expenses caused by the selection under the allowance. B. Submit any claims for anticipated additional costs at the site, or other expenses caused by the selection under the allowance, prior to execution of the work. C. Submit documentation for actual additional costs at the site, or other expenses caused by the selection under the allowance, within 60 days after completion of execution of the work. D. Failure to submit claims within the designated time will constitute a waiver of claims for additional costs. ALLOWANCES 01020 -3 rile t s Qwest. FLUOR DANIEL TELECOM 3.0 EXECUTION E. At contract closeout, reflect all approved changes in contract amounts in the final statement of accounting. Not Applicable 4.0 ATTACHMENTS Not applicable. End of Section ALLOWANCES 01020 -4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev. 0 west. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents SECTION 01027 APPLICATIONS FOR PAYMENT 1.2 Summary Client Name: Qwest Project Name: Seattle Transport/Swith Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. A. This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment. B. The Contractor's Construction Schedule and Submittal Schedule are included in Section "Submittals ". 1.3 Schedule of Values A. Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Application for Payment form. b. List of subcontractors. 2. Submit the Schedule of Values to the Architect at the earliest feasible date, but in no case later than 7 days before the date scheduled for submittal of the initial Application for Payment. B. Format and Content Use the Specifications Table of Contents as a guide to establish the format for the Schedule of Values. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location b. Name of the Architect c. Project number APPLICATIONS FOR PAYMENT 01027 -1 Qwest. FLUOR DANIEL TELECOM d. Contractor's name and address e. Date of submittal 2. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed: a. Generic name b. Related Specification Section c. Dollar value 3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items. 4. Round amounts off to the nearest whole dollar; the total shall equal the Contract Sum. 5. Schedule Updating Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.4 Applications for Payment A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. 1, The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. B. Payment Application Times The date for each progress payment is the 30th day of each month. The period of construction Work covered by each Application for Payment is the period ending 30 days prior to the date for each progress payment and starting the day following the end . of the preceding period. APPLICATIONS FOR PAYMENT 01027 -2 Client Name: Qwest Project Name: Seattle Transport/Swith Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 fit', tit t: /!<r Qwest. FLUOR DANIEL TELECOM C. Payment Application Forms Contractor to submit and use form as approved by Owner. D. Application Preparation Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner. Incomplete applications will be returned without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. E. Transmittal 1. Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Architect. Submit 3 executed copies of each Application for Payment to the Architect by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required. F. Waivers of Mechanics Lien Client Name: Qwest Project Name: Seattle Transport/Swith Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 With each Application for Payment submit waivers of mechanics liens from subcontractors or sub- subcontractors and suppliers for the construction period covered by the previous application. I. Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Delays Submit each Application for Payment with the Contractor's waiver of mechanics lien for the period of construction covered by the application. APPLICATIONS FOR PAYMENT 01027 -3 rill tip t Qwest. FLUOR DANIEL TELECOM APPLICATIONS FOR PAYMENT 01027 -4 Client Name: Qwest Project Name: Seattle Transport/Swith Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 a. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of Work covered by the application who could lawfully be entitled to a lien. 5. Waiver Forms Submit waivers of lien on forms, and executed in a manner, acceptable to Owner. G. Initial Application for Payment Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. List of subcontractors. 2. List of principal suppliers and fabricators. 3. Schedule of Values. 4. Contractor's Construction Schedule (preliminary if not final). 5. Submittal Schedule (preliminary if not final). 6. List of Contractor's staff assignments. 7. Copies of building permits. H. Application for Payment at Substation completion following issuance of the Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. I. Administrative actions and submittals that shall proceed or coincide with this application include: 1. Occupancy permits and similar approvals 2. Warranties (guarantees) and maintenance agreements 3. Test/adjust/balance records 4. Maintenance instructions 5. Meter readings 6. Start-up performance reports 7. Final cleaning Qwest. FLUOR DANIEL TELECOM End of Section APPLICATIONS FOR PAYMENT 01027-6 Client Name: Qwest Project Name: Seattle Transport/Swith Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 8. Application for reduction of retainage, and consent of surety. 9. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. J. Final Payment Application Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following: 1. Completion of Project closeout requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Transmittal of required Project construction records to Owner. 4. Proof that taxes, fees and similar obligations have been paid. 5. Removal of temporary facilities and services. 6. Removal of surplus materials, rubbish and similar elements. 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. Qwest. 1.0 GENERAL FLUOR DANIEL TELECOM 1.1 Related Documents 1.2 Summary 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. SECTION 01035 MODIFICATION PROCEDURES End of Section MODIFICATION PROCEDURES 01035 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to this section. This section specifies administrative and procedural requirements for handling and processing Contract modifications. 1.3 Change Order Proposal Requests A. Owner- Initiated Proposal Requests Proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time will be issued by the Architect, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary. 1. Proposal requests issued by the Architect are for information only. Do not consider in them instruction either to stop work in progress, or to execute the proposed change. 2. Include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. 3. Comply with requirements in Section "Product Substitutions" if the proposed change in the Work requires the substitution of one product or system for a product or system specified. Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Summary A. This Section specifies administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to: 1. Coordination 2. Administrative and supervisory personnel 3. General installation provisions B. Progress meetings, coordination meetings and pre - installation conferences are included in Section "Project Meetings ". C. Requirements for the Contractor's Construction Schedule are included in Section "Submittals ". 1.3 Coordination A. Coordination SECTION 01040 PROJECT COORDINATION PROJECT COORDINATION 01040 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation. 1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. 2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. Qwest. FLUOR DANIEL TELECOM D. Administrative Procedures 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Project Close -out activities. 1.4 Submittals A. Staff Names 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. End of Section PROJECT COORDINATION 01040 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 B. Where variances occur between Drawings, Specifications, or within either document itself, the item of better quality, greater quantity, or higher cost shall be included in the Contract sum. C. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. 1. Prepare similar memoranda for the Owner and separate Contractors where coordination of their Work is required. Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: Within 15 days of Notice to Proceed, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone numbers. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Summary A. This Section specifies administrative and procedural requirements for cutting and patching. B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. C. Requirements of this Section also apply to mechanical and electrical installations. Refer to Division 15 and Division 16 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. 1.3 Submittals A. Cutting and Patching Proposal SECTION 01045 CUTTING AND PATCHING Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 199 Rev 0 Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal: 1. Describe the extent of cutting and patching required and how it is to be performed. 2. List products to be used and firms or entities that will perform Work. 3. Indicate dates when cutting and patching is to be performed. 4. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out -of- service. Indicate how long service will be disrupted. 5. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure. CUTTING AND PATCHING 01045 -1 Qwest. FLUOR DANIEL TELECOM 6. Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory, 1.4 Quality Assurance A. Requirements for Structural Work Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5,199 Rev 0 Do not cut and patch structural elements in a manner that would reduce their load - carrying capacity or load - deflection ratio. 1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements: a. Foundation construction. b. Bearing and retaining walls. c. Structural concrete. d. Structural steel. e. Lintels. f. Timber and primary wood framing. g. Structural decking. h. Stair systems. i. Miscellaneous structural metals. j. Exterior curtain wall construction. k. Equipment supports. 1. Piping, ductwork, vessels and equipment. B. Operational and Safety Limitations Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. C. Visual Requirements Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner. CUTTING AND PATCHING 01045 -2 Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS 2.1 Materials 3.0 EXECUTION A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials. 3.1 Inspection Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. 3.2 Preparation A. Temporary Support Provide temporary support of Work to be cut. B. Protection Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5,199 Rev 0 Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 3.3 Performance A. General Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. CUTTING AND PATCHING 01045 -3 FLUOR DANIEL TELECOM 4. Comply with requirements of applicable Sections of Division -2 where cutting and patching requires excavating and backfilling. 5. Comply with requirements of applicable Sections of Division 15 and 16 for by- passing, cutting, and capping of conduit and piping. B. Patching Patch with durable seams that are as invisible as possible. Comply with Specified tolerances. 3.4 Cleaning Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. 4.0 ATTACHMENTS Not applicable. End of Section CUTTING AND PATCHING 01045 -4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 199 Rev 0 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Where patching occurs in a smooth painted surface, extent final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat. riN tis t Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Description The section includes requirements for compliance with publications referenced in the Specification Sections. 1.2 Applicability 1.3 Codes Publications referenced in whole or in part in the Specification Sections shall be the latest edition and/or revision unless otherwise specified. Applicable parts of the referenced publications shall become a part of the Specifications as if fully included. Codes referenced in the Specification Sections shall conform to the codes listed on the Drawings, and shall be the latest edition and/or revision as adopted by the governing jurisdiction, unless otherwise noted. 1.4 Rules of Succession A. Only the references and codes in effect at the time of application for the Building Permit will apply to the Work. B. References which may become obsolete subsequent to the date of Building Permit application will remain in effect through the duration of the Work. C. References which may be issued new, at, during, or subsequent to the date of the Building Permit application do not necessarily supersede references in effect, and will not necessarily apply to the Work unless otherwise noted. D. Codes which may be adopted by the governing jurisdiction subsequent to the date of Building Permit application do not necessarily supersede codes in effect, and will not necessarily apply to the Work unless otherwise noted. 1.5 References AA ACI SECTION 01050 REFERENCES Aluminum Association American Concrete Institute REFERENCES 01050 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site:Seattle, WA Date: February 5, 1999 Rev 0 A. Specific publications are referenced in the individual Specification Sections. Referenced publications include, but are not necessarily limited to, publications by the following organizations: Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS Not applicable. ADC AISC AISI AMCA ANSI AM ASHRAE A SME ASTM AWS BHMA CFR CPSC CRSI FGMA FM FS IEEE IGCC NEBB NEMA NETA NFPA OSHA RMA SDI SMACNA SSPC UL WIC i!' ^h'SC7!T:R•f'F+::ti iY.':!+`h4�n r.. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site :Seattle, WA Date: February 5, 1999 Rev 0 Air Diffusion Council American Institute of Steel Construction American Iron and Steel Institute Air Moving and Conditioning Association American National Standards Institute Air Conditioning and Refrigeration Institute American Society of Heating, Refrigerating, and Air Conditioning Engineers American Society of Mechanical Engineers American Society for Testing and Materials American Welding Society Builders Hardware Manufacturers Association Code of Federal Regulations Consumer Product Safety Commission Concrete Reinforcing Steel Institute Flat Glass Marketing Association Factory Mutual Federal Specifications Institute of Electrical and Electronics Engineers Insulating Glass Certification Council National Environmental Balancing Bureau National Electrical Manufacturer's Association National Electrical Testing Asociation National Fire Protection Association Occupational Safety and Health Administration Rubber Manufacturers Association Steel Door Institute Sheet Metal and Air Conditioning Contractors National Association Steel Structures Painting Council Underwriters Laboratories, Inc. Woodwork Institute of California B. The following publications are also included as references: 1. U.S. Gypsum Company "Gypsum Construction Handbook ", latest edition. REFERENCES 01050 -2 Qwest. FLUOR DANIEL TELECOM 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. End of Section REFERENCES 01050 -3 .< o- x� >,,.�en�x,u..,yxr.:.r� ; rrusGe:^ tt rr.'.;:ta.aF+bxmYU9ril�cws9�L:t! Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site :Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents SECTION 01090 DEFINITIONS AND STANDARDS DEFINITIONS AND STANDARDS 01090 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Definitions A. General Basic Contract definitions are included in the General Conditions. B. Indicated: refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in Specifications and similar requirements in Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used, it is to help locate the reference; no limitation on location is intended except as specifically noted. C. Directed: Terms such as "directed ", "requested ", "authorized ", "selected ", "approved ", "required ", and 'permitted" mean "directed by the Architect ", "requested by the Architect ", and similar phrases. However, no implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision. D. Approve: The term "approved," where used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the duties and responsibilities of the Architect as stated in General and Supplementary Conditions. Such approval shall not release the Contractor from responsibility to fulfill Contract requirements unless otherwise provided in the Contract Documents. E. Regulations: The term "Regulations" Includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work, whether lawfully imposed by authorities having jurisdiction or not. F. Furnish: The term "furnish" is used to mean 'supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations.' G. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations." ri/, fit L t Qwest. FLUOR DANIEL TELECOM 1. Trades 1.3 Specification Format and Content Explanation DEFINITIONS AND STANDARDS 01090 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 H. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." I. Installer: An "Installer" is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or sub - subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter ". It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name. J. Project Site is the space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other construction activities as part of the Project. The extent of the Project site is shown on the Drawings and may or may not be identical with the description of the land upon which the Project is to be built. K. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. A. Specification Format These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16- Division format and MASTER FORMAT numbering system. B. Specification Content This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: Qwest. FLUOR DANIEL TELECOM 1. Abbreviated Language Language used in the Specifications and other Contract Documents is the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and where the full context of the Contract Documents so indicates. 2. Imperative and streamlined language is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. 3. The words "shall be" shall be included by inference wherever a colon (: ) is used within a sentence or phrase. 1.4 Industry Standards A. Applicability of Standards Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents. Such standards are made a part of the Contract Documents by reference. Individual Sections indicate which codes and standards the Contractor must keep available at the Project Site for reference. B. Publication Dates Where the date of issue of a referenced standard is not specified, comply with the standard in effect as of date of Contract Documents, unless otherwise noted. C. Conflicting Requirements Where compliance with two or more standards is specified, and they establish different or conflicting requirements for minimum quantities or quality level is, the most stringent requirement will be enforced, unless the Contract Documents indicate otherwise. Refer requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent to the Architect for a decision before proceeding. DEFINITIONS AND STANDARDS 01090 -3 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 1. Minimum Quantity or Quality Levels Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 In every instance the quantity or quality level shown or specified shall be the minimum to be provided or performed. The actual installation may comply exactly, within specified tolerances, with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements. Refer instances of uncertainty to the Architect for a decision before proceeding. D. Copies of Standards 1. Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents. 2. Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source. E. Abbreviations and Names Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries. 1.5 Governing Regulations /Authorities Contact authorities having Jurisdiction directly for information and decisions having a bearing on the Work. 1.6 Submittals A. Permits, Licenses, and Certificates For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work. DEFINITIONS AND STANDARDS 01090 -4 � •Yr•..; .�::t� .��ir::i�(�:pf .. '4tn': C. 1M a. m.`: V' iF. l^ ?Cw %F!k diLEi! tY' ttprdhXAVVtFAS :t:!! Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. End of Section DEFINITIONS AND STANDARDS 01090 -5 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Summary A. This Section specifies administrative and procedural requirements for project meetings including but not limited to: 1. Pre - Construction Conference. 2. Coordination Meetings. 3. Progress Meetings. B. Construction schedules are specified in another Division 1 Section. 1.3 Pre - construction Conference A. The Owner's authorized representative, and in coordination with the contractor, will schedule and conduct a pre - construction conference and organizational meeting at the Project site or other convenient location no later than 7 days after execution of the Agreement and prior to commencement of construction activities. B. Attendees SECTION 01200 PROJECT MEETINGS Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 The Owner, Architect and their consultants, the Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work. C. Agenda Discuss items of significance that could affect progress including such topics as: 1. Tentative construction schedule. 2. Critical Work sequencing. 3. Designation of responsible personnel. PROJECT MEETINGS 01200 -1 Qwest. FLUOR DANIEL TELECOM B. Attendees C. Agenda PROJECT MEETINGS 01200 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 4. Procedures for processing field decisions and Change Orders. 5. Procedures for processing Applications for Payment. 6. Distribution of Contract Documents. 7. Submittal of Shop Drawings, Product Data and Samples. 8. Preparation of record documents. 9. Use of the premises. 10. Office, Work and storage areas. 11. Equipment deliveries and priorities. 12. Safety procedures. 13. First aid. 14. Security. 15. Housekeeping. 16. Working hours. 1.4 Progress Meetings A. The Owner's authorized representative will conduct progress meetings at the Project site at regularly scheduled intervals and will notify all concerned of scheduled meeting dates. In addition to representatives of the Owner and Architect, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the Project and authorized to conclude matters relating to progress. Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the Project. Qwest. FLUOR DANIEL TELECOM 1. Contractor's Construction Schedule D. Reporting a. Interface requirements. b. Time. c. Sequences. d. Deliveries. e. Off -site fabrication problems. f. Access. g. Site utilization. h. Temporary facilities and services. i. Hours of Work. j. Hazards and risks. k. Housekeeping. 1. Quality and Work standards. m. Change Orders. n. Documentation of information for payment requests. End of Section PROJECT MEETINGS 01200 -3 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 2. Review the present and future needs of each entity present, including such items as: No later than 3 days after each progress meeting date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents SECTION 01300 SUBMITTALS Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Summary A. This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including; 1. Contractor's construction schedule. 2. Shop Drawings. 3. Product Data. 4. Samples. B. Administrative Submittals Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Refer to other Division 1 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to: 1. Permits. 2. Applications for payment. 3. Insurance certificates. 4. List of Subcontractors. C. The Schedule of Values submittal is included in Section "Applications for Payment." D. Inspection and test reports are included in Section "Testing Laboratory Services." 1.3 Submittal Procedures A. Coordination Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. SUBMITTALS 01300 -1 Qwest. FLUOR DANIEL TELECOM 3. Processing B. Submittal Preparation SUBMITTALS 01300 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. Allow sufficient review time so that installation will not be delayed as a result to the time required to process submittals, including time for resubmittals. a. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Architect will promptly advise the Contractor when a submittal being processed must be delayed for coordination. b. If an intermediate submittal is necessary, process the same as the initial submittal. c. Allow two weeks for reprocessing each submittal. d. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work to permit processing. Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. 1. Provide a space approximately 4" x 5" on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken. Qwest. FLUOR DANIEL TELECOM 2. Include the following information on the label for processing and recording action taken. C. Submittal Transmittal Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Architect using a transmittal form. 1. Submittals received from sources other than the Contractor will be returned without action. 2. On the transmittal Record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document; requirements, including minor variations and limitations. 1.4 Contractor's Construction Schedule A. Bar -Chart Schedule SUBMITTALS 01300 -3 a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Prepare a fully developed, horizontal bar -chart type Contractor's construction schedule. Submit within 30 days of the date established for "Commencement of the Work ". 1. Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated in the "Schedule of Values ". 2. Prepare the schedule on a sheet, or series of sheets, of stable transparency, or other reproducible media, of sufficient width to show data for the entire construction period. 3. Secure time commitments for performing critical elements of the Work from parties involved. Coordinate each element on the schedule with other construction activities; include minor elements involved in the sequence of the Work. Show each activity in proper sequence. Indicate graphically sequences necessary for completion of related portions of the Work. Qwest. FLUOR DANIEL TELECOM B. Phasing C. Work Stages Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 4. Indicate completion in advance of the date established for Substantial Completion. Indicate Substantial Completion on the schedule to allow time for the Architect's procedures necessary for certification of Substantial Completion. Provide notations on the schedule to show how the sequence of the Work is affected by requirements for phased completion to permit Work by separate Contractors and partial occupancy by the Owner prior to Substantial Completion. Indicate important stages of construction for each major portion of the Work, including testing and installation. D. Area Separations Provide a separate time bar to identify each major construction area for each major portion of the Work. Indicate where each element in an area must be sequenced or integrated with other activities. E. Distribution 1. Following response to the initial submittal, print and distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the Project meeting room and temporary field office. 2. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities. F. Schedule Updating Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting. 1.5 Shop Drawings A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings. SUBMITTALS 01300 -4 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 B. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Sheet Size Except for templates, patterns and similar full -size Drawings, submit Shop Drawings on sheets at least 8 -1/2" x 11" but no larger than 36" x 48 ". 7. Initial Submittal Submit 1 sepia and 2 blue- or black -line prints for the Architect's review; the sepia will be returned. 8. Final Submittal Submit 1 sepia and 2 blue- or black -line prints. The Sepia will be returned. Distribute prints made from the sepia to all entities concerned, including one for the Job site. Retain 2 additional prints where required for maintenance manuals. 9. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction. C. Coordination drawings are a special type of Shop Drawing that show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or function as intended. 1. Preparation of coordination Drawings is specified in section "Project Coordination" and may include components previously shown in detail on Shop Drawings or Product Data. 2. Submit coordination Drawings for integration of different construction elements. Show sequences and relationships of separate components to avoid conflicts in use of space. SUBMITTALS 01300 -5 Qwest. FLUOR DANIEL TELECOM 1.6 Product Data Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such 'as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings." 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information: a. Manufacturer's printed recommendations. b. Compliance with recognized trade association standards. c. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. f. Notation of coordination requirements. 2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. 3. Submittals Submit 2 copies of each required submittal; submit 4 copies where required for maintenance manuals. The Architect will retain one, and will return the other marked with action taken and corrections or modifications required. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. 4. Distribution Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. a. Do not proceed with installation until an applicable copy of Product Data applicable is in the installer's possession. SUBMITTALS 01300 -6 Qwest. FLUOR DANIEL TELECOM 1.7 Samples b. Do not permit use of unmarked copies of Product Data in connection with construction. A. Submit full -size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern. 1. Mount, display, or package Samples in the manner specified to facilitate review of qualities indicated. Prepare Samples to match the Architect's Sample. Include the following: a. Generic description of the Sample. b. Sample source. c. Product name or name of manufacturer. d. Compliance with recognized standards. e. Availability and delivery time. 2. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics with other elements, and for a comparison of these characteristics between the final submittal' and the actual component as delivered and installed. a. Where variation in color, pattern, texture or other characteristics are inherent in the material or product represented, submit multiple units (not less than 3), that show approximate limits of the variations. b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation and similar construction characteristics. 3. Preliminary submittals: where Samples are for selection of color, pattern, texture or similar characteristics from a range of standard choices, submit a full set of choices for the material or product. a. Preliminary submittals will be reviewed and returned with the Architect's mark indicating selection and other action. SUBMITTALS 01300 -7 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 rids tie J•t Qwest. FLUOR DANIEL TELECOM 4. Submittals Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristic, submit 3 sets; one will be returned marked with the action taken. 5. Maintain sets of Samples, as returned, at the Project site, for quality comparisons throughout the course of construction. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. b. Sample sets may be used to obtain final acceptance of the construction associated with each set. B. Distribution of Samples 1. Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for Performance of the Work. Show distribution on transmittal forms. 2. Field Samples specified in individual Sections are special types of Samples. Field Samples are full -size examples erected on site to illustrate finishes, coatings, or finish materials and to establish the standard by which the Work will be judged. Comply with submittal requirements to the fullest extent possible. Process transmittal forms to provide a record of activity. 1.8 Architect's Action A. Except for submittals for record, information or similar purposes, where action and return is required or requested, the Architect will review each submittal, mark to indicate action taken, and return promptly. 1. Compliance with specified characteristics is the Contractor's responsibility. B. Action Stamp The Architect will stamp each submittal with a uniform, self - explanatory action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken: 1. Final Unrestricted Release Where submittals are marked "Approved," that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend upon that compliance. 2. Final - But - Restricted Release SUBMITTALS 01300 -8 Client Name: Qwest Project Name: Seattle Transport /Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. 3. Returned for Resubmittal 4. Other Action End of Section SUBMITTALS 01300 -9 4 ;1' Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 When submittals are marked "Approved as Noted," that part of the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents, final acceptance will depend on that compliance. When submittal is marked "Not Approved, Revise and Resubmit," do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat if necessary to obtain a different action mark. a. Do not permit submittals marked "Not Approved, Revise and Resubmit' to be used at the Project site, or elsewhere where work is in progress. Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Action Not Required ". rids t2t Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Description A. Work Included SECTION 01310 CONSTRUCTION SCHEDULE Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 To assure adequate planning and execution of the Work so that the Work is completed within the number of calendar days allowed in the Contract, and to assist Owner's Construction Manager in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work, prepare and maintain the schedules and reports described in this Section. B. Definitions 1. "Day" as used throughout the Contract, unless otherwise noted or stated, means "calendar day ". 1.2 Quality Assurance A. Employ a scheduler who is thoroughly trained and experienced in compiling construction schedule data, and in preparing and issuing periodic reports as required below. B. Perform data preparation, analysis, charting, and updating in accordance with standards approved by the Owner. C. Reliance upon the approved schedule 1. The construction schedule as approved by the Owner will be an integral part of the Contract and will establish interim completion dates for the various activities under the Contract. 2. Should any activity not be completed within 15 days after the stated scheduled date, the Owner shall have the right to require the Contractor to expedite completion of the activity by whatever means the Owner deems appropriate and necessary, without additional compensation to the Contractor. 3. Should any activity be 30 days or more behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate. 4. It is expressly understood and agreed that failure by the Owner to exercise the option either to order the Contractor to expedite an activity or to expedite the activity by other means shall not be considered to set a precedent for any other activities. CONSTRUCTION SCHEDULE 01310 -1 Qwest. FLUOR DANIEL TELECOM 1.3 Submittals 2.0 PRODUCTS 5. Should Substantial Completion of the Work be delayed beyond the Contract Time, the Owner shall have the right to impose Liquidated Damages determined by actual and future losses. A. Preliminary Analysis Within ten calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and four prints of a preliminary construction schedule prepared in accordance with Part 3.0 of this Section. B. Construction Schedule Within 30 calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and four prints of a construction schedule prepared in accordance with Part 3.0 of this Section. C. Periodic Reports On the first working day of each month following the submittal described in Paragraph 1.3 -B above, submit four prints of the construction schedule updated as described in Part 3.0 of this Section. 2.1 Construction Analysis A. Graphically show by bar chart the order and interdependence of all activities necessary to complete the Work, and the sequence in which each activity is to be accomplished, as planned by the Contractor and his project field superintendent in coordination with all subcontractors whose work is shown on the diagram. B. Include, but do not necessarily limited indicated activities to: 1. Project mobilization; 2. Submittal and approval of Shop Drawings and Samples; 3. Procurement of equipment and critical materials; 4. Fabrication of special material and equipment, and its installation and testing; 5. Final cleanup; 6. Final inspecting and testing; and 7. All activities by the Architect/Engineer and all others that effect progress, required dates for completion, or both, for all and each part of the Work. CONSTRUCTION SCHEDULE 01310 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 3.0 EXECUTION 3.1 Preliminary Analysis A. Contents 3.4 Revisions "'•`1.t f �... .:iii, ..r. .'; `h :'va: ^.Y'.^a�:,hw .ur nrvy...s, e. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Show all activities of the Contractor under this Work for the period between receipt of Notice to Proceed and submittal of construction schedule required under Paragraph 1.3 -B above; 2. Show the Contractor's general approach to remainder of the Work. B. Submits in accordance with Paragraph 1.3 -A above. 3.2 Construction Schedule A. As soon as practicable after receipt of Notice to Proceed, complete the construction analysis in preliminary form, meet with the Owner and Architect, review contents of the proposed construction schedule, and make all revisions agreed upon. B. Submit in accordance with Paragraph 1.3 -B above. 3.3 Periodic Reports A. As required under Paragraph 1.3 -C above, update the approved construction schedule: 1. Indicate "actual" progress in percent completion for each activity; 2. Provide written narrative summary of revisions causing delay in the program, and an explanation of corrective actions taken or proposed. Make only those revisions to approved construction schedule as are approved in advance by the Owner's Construction Manager. 4.0 ATTACHMENTS Not applicable. End of Section CONSTRUCTION SCHEDULE 01310 -3 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL SECTION 01410 TESTING LABORATORY SERVICES Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.1 Description Provide testing and inspecting, complete, as described in this Section and elsewhere in the Contract Documents. 2.0 PRODUCTS 2.1 Payment for Testing For testing required by the Contractor, Contractor shall select and pay for an Owner - approved independent professional testing agency or firm. Testing required by the Contractor is prefaced in this Section by "the Contractor shall...." 2.2 Payment for Testing Tests include, but are not necessarily limited to, those described in detail in Part 3.0 of this Section. 3.0 EXECUTION 3.1 Taking Specimens Except as may be specifically otherwise approved by the Architect/Engineer, have the testing laboratory secure and handle all samples and specimens for testing. 3.2 Cooperation with Testing Laboratory Provide access to the Work at all times and at all locations where the Work is in progress. Provide facilities for such access to enable the laboratory to perform its functions properly. 3.3 Concrete Inspecting and Testing A. Portland Cement — the Contractor shall: 1. Secure from the cement manufacturer Certificates of Compliance delivered directly to the concrete producer for further delivery directly to the testing laboratory. 2. Require the Certificates of Compliance to positively identify the cement as to production lot, bin or silo number, dating and routing of shipment, and compliance with the specified standards. TESTING LABORATORY SERVICES 01410 -1 rill ti Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3. If so required by the Architect/Engineer, promptly provide such other specific physical and chemical data as requested. B. Aggregate The Contractor shall: 1. Provide one test unless character of material changes, material is substituted, or additional test is requested by the Architect/Engineer. . 2. Sample from conveyor belts or batching gates at the ready -mix plant: a. Sieve analysis to determine compliance with specified standards and grading; b. Specific gravity test for compliance with specified standards. C. Laboratory Design Mix The Contractor shall: 1. After approval of aggregate, and whenever character or source of materials is changed, provide mix design in accordance with ACI 613. 2. Provide designs for all mixes prepared by a licensed civil engineer. D. Molded Concrete Cylinders The Owner's Testing Agency shall: 1. Provide three test cylinders for each 150 cu yds, or fraction thereof, of each class of concrete of each day's placement. 2. Test one cylinder at seven days, one at 28 days, and one when so directed. 3. Report the mix, slump, gage, location of concrete in the structure, and test results. 4. Take specimens and make tests in accordance with the applicable ASTM standard specifications. E. Core Tests The Contractor shall: 1. Provide only when specifically so directed by the Architect/Engineer because of low cylinder test results. 2. Cut from locations directed by the Architect/Engineer, securing in accordance with ASTM C42, and prepare and test in accordance with ASTM C39. TESTING LABORATORY SERVICES 01410 -2 riii 11r ' Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 F. Placement Inspections The Owner's Testing Agency shall: 1. On concrete over 2000 psi, provide continuous or other inspection as required by governmental agencies having jurisdiction. 2. Throughout progress of concrete placement, make slump tests to verify conformance with specified slump. 3. Using all required personnel and equipment, throughout progress of concrete placement verify that finished concrete surfaces will have the level or slope that is required by the Contract Documents. 3.4 Concrete Reinforcement Inspecting and Testing A. The Owner's testing agency shall, prior to use, test all reinforcement steel bars for compliance with the specified standards. 1. Material identified by mill test reports, and certified by the testing laboratory, does not require additional testing. Require the supplier to furnish mill test reports to the testing laboratory for certification. 2. Tag identified steel at the supplier's shop. When steel arrives at the job site without such tags, test it as unidentified steel. B. For Any Testing of Unidentified Steel The Owner's Testing Agency shall: 1. Have the testing laboratory select samples consisting of two pieces, each 18" long, of each size. 2. Have the testing laboratory make one tensile test and one bend test for each 2- 1/2 tons or fraction thereof of each size of unidentified steel. C. The Owner's testing agency shall provide continuous inspection for all welding of reinforcement steel. 3.5 Structural Steel Inspecting and Testing A. The Contractor shall, prior to use, test all structural steel for compliance with the specified standards. 1. Material identified by mill test reports, and certified by the testing laboratory, does not require additional testing. Require the supplier to furnish mill test reports to the laboratory for certification. 2. Tag identified steel at the supplier's shop. When steel arrives at the job site without such tags, test it as unidentified steel. TESTING LABORATORY SERVICES 01410 -3 rile tie t ..................... Qwest. FLUOR DANIEL TELECOM B. Unidentified Steel C. Shop Welding The Contractor shall: TESTING LABORATORY SERVICES 01410 -4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 The Contractor shall: 1. Have testing laboratory make one tensile test and one bend test for each five tons or fraction thereof of each shape and size of unidentified structural steel. 1. Provide qualified testing laboratory inspector. 2. On single pass welds, inspect after completion of welding and prior to painting. 3. On multiple pass welds, and on butt welds with cover pass on the back side, provide continuous inspection. 4. Fabricator may be Owner approved, but all costs for shop inspections and tests shall be borne by the Contractor. D. Field Welding The Owner's testing agency shall provide continuous inspection by a qualified testing laboratory inspector. 3.6 Roofing Inspecting and Testing A. The Contractor shall, prior to start of membrane roofing installation, conduct a job site meeting attended by representatives of the installing subcontractors, the Contractor's field superintendent, the testing laboratory inspector, and the Architect/ Engineer, to agree upon procedures to be followed. B. The Contractor shall, prior to start of installation, verify that materials at the job site comply with the specified standards, that the subcontractor is qualified to the extent specified, and that the installing personnel are fully informed as to procedures to be followed. C. The Contractor shall, during installation, verify that materials are installed in strict accordance with the manufacturers' recommendations as approved by the Architect. D. The Contractor shall, when so directed by the Architect/ Engineer, make test cuts to verify conformance with the specified requirements. 3.7 Waiver of Inspection and /or Tests Specified Contractor provided inspections and/or tests may be waived only by the specific approval of the Architect/Engineer, and such waivers will be expected to result in credit to the Owner equal to normal cost of such inspection and/or test. Qwest. FLUOR DANIEL TELECOM 4.0 ATTACHMENTS Not applicable. End of Section TESTING LABORATORY. SERVICES 01410 -5 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 rill the L/ft Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents 1.2 Summary SECTION 01500 TEMPORARY FACILITIES Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Temporary HVAC. 2. Field offices and storage sheds. 3. Sanitary facilities, including drinking water, 4. Dewatering facilities and drains. 5. Temporary enclosures. 6. Waste disposal services. 7. Rodent and pest control. 8. Construction aids and miscellaneous services and facilities. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. A. This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and protection. B. Temporary utilities required include but are not limited to: 1. Water service and distribution. 2. Temporary electric power and light. 3. Telephone service. C. Temporary construction and support facilities required include but are not limited to: D. Security and protection facilities required include but are not limited to: 1. Temporary fire protection. 2. Barricades, warning signs, lights. 3. Environmental protection. TEMPORARY FACILITIES 01500 -1 Qwest. FLUOR DANIEL TELECOM 1.3 Quality Assurance A. Regulations B. Standards 1. Building Code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. , Police, Fire Department and Rescue Squad rules. 5. Environmental protection regulations. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Comply with industry standards and applicable laws and regulations of authorities having Jurisdiction, including but not limited to: Comply with NFPA Code 241, "Building Construction and Demolition Operations ", ANSI -A 10 Series standards for "Safety Requirements for Construction and Demolition ", and NECA Electrical Design Library "Temporary Electrical Facilities." 1. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services ", prepared jointly by AGC and ASC, for industry recommendations. 2. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70). C. Inspections Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1.4 Project Conditions A. _ Conditions of Use Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous dangerous or unsanitary conditions, or public nuisances to develop or persist on the site. TEMPORARY FACILITIES 01500 -2 Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS 2.1 Materials A. General Provide new materials; if acceptable to the Architect, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. B. Lumber and Plywood 2. For safety barriers, sidewalk bridges and similar uses, provide minimum 5/8" thick exterior plywood. 3. For dust partitions provide 2 x 4 studs and 1/2" CDX plywood. C. Tarpaulins Provide waterproof, fire- resistant, UL labeled tarpaulins with flame- spread rating of 15 or less, For temporary enclosures provide translucent nylon reinforced laminated polyethylene or polyvinyl chloride fire retardant tarpaulins. D. Water 2.2 Equipment A. General TEMPORARY FACILITIES 01500-3 •: i i r::.: •::3r' „� r „• <t?'.Y ^'t.'.•.er'rr.s�:,..w roR� •.rr �•,,, r.f Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. For fences and vision barriers, provide exterior type, minimum 3/8” thick plywood. Potable water for construction purposes is available on the site in the vicinity of the new construction. The Contractor shall provide water line extensions and hose 'bibs as necessary for construction purposes. Provide new equipment; if acceptable to the Architect, undamaged, previously used equipment in serviceable condition may be used. Provide equipment suitable for use intended. Qwest. FLUOR DANIEL TELECOM B. Electrical Outlets Provide properly configured NEMA polarized outlets to prevent insertion of 110 -120 volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground -fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment. C. Electrical Power Cords Provide grounded extension cords; use "hard- service" cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords, if single lengths will not reach areas where construction activities are in progress. D. Lamps and Light Fixtures Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered glass enclosures, where exposed to breakage. Provide exterior fixtures where exposed to moisture. E. Heating Units Provide temporary heating units that have been tested and labeled by UL, FM or another recognized trade association related to the type of fuel being consumed. F. Temporary Offices Provide prefabricated or mobile units or similar job -built construction with lockable entrances, operable windows and serviceable finishes. Provide heated and air - conditioned units on foundations adequate for normal loading. G. Temporary Toilet Units Provide self - contained single - occupant toilet units of the chemical, aerated recirculation, or combustion 1. Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure. TEMPORARY FACILITIES 01 500-4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 tilt tit ' r Qwest. FLUOR DANIEL TELECOM 3.0 EXECUTION 3.1 Installation A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and rnodify as required. Do not remove until facilities are no longer needed, or are replaced by authorized use of completed permanent facilities. 3.2 Temporary Utility Installation A. General 1. Provide temporary connections to existing utilities as required. Remove and cap temporary connections at completion of the Work. 2. Use charges a. Cost of water for construction purposes will be borne by the Owner. b. Cost of fuel and attendance for temporary heat provided by permanent equipment will be borne by the Owner. B. Temporary Telephones Provide temporary telephone service for all personnel engaged in construction activities, throughout the construction period. C. Sewers and Drainage If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds and similar facilities. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off the site in a lawful manner. 1. Filter out excessive amounts of soil, construction debris, chemicals, oils and similar contaminants that might clog sewers or pollute waterways before discharge. TEMPORARY FACILITIES 01500 -5 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 rids tie Qwest. FLUOR DANIEL TELECOM 3.3 Temporary Construction and Support Facilities Installation C. Temporary Heat D. Heating Facilities TEMPORARY FACILITIES 01500 -6 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2. Connect temporary sewers to the municipal system as directed by the sewer department officials. 3. Maintain temporary sewers and drainage facilities in a clean, sanitary condition. Following heavy use, restore normal conditions promptly. D. Provide earthen embankments and similar barriers in and around excavations and subgrade construction, sufficient to prevent flooding by runoff of storm water from heavy rains. A. Locate field offices, storage sheds, sanitary facilities and other temporary construction and support facilities for easy access. 1. Maintain temporary construction and support facilities until near Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. B. Provide incombustible construction for offices, shops and sheds located within the construction area, or within 30 feet of building lines. Comply with requirements of NFPA 241. Provide temporary heat required by construction activities, for curing or drying of completed installations or protection of installed construction from adverse effects of low temperatures or high humidity. Select safe equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce the ambient condition required and minimize consumption of energy. Except where use of the permanent system is authorized, provide vented self - contained LP gas or fuel oil heaters with individual space thermostatic control. 1. Use of gasoline- burning space heaters, open flame, or salamander type heating units is prohibited. Qwest. FLUOR DANIEL TELECOM E. Field Offices H. Drinking Water Facilities I. Temporary Enclosures TEMPORARY FACILITIES 01500 -7 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Provide insulated, weathertight temporary offices of sufficient size to accommodate required office personnel at the Project site. Keep the office clean and orderly for use for small progress meetings. Furnish and equip offices as follows: 1. Furnish with a desk and chairs, a 4- drawer file cabinet, plan table and plan rack and a 6 -shelf bookcase. F. Sanitary facilities include temporary toilets, wash facilities and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation and maintenance of fixtures and facilities. Install where facilities will best serve the Project's needs. 1. Provide toilet tissue, paper towels, paper cups and similar disposable materials for each facility. Provide covered waste containers for used material. G. Toilets Install self - contained toilet units. Shield toilet to ensure privacy. Use of pit -type privies will not be permitted. Provide containerized tap - dispenser bottled -water type drinking water units, including paper supply. Provide temporary enclosure for protection of construction in progress and completed, from exposure, foul weather, other construction operations and similar activities. 1. Where heat is needed and the permanent building enclosure is not complete, provide temporary enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions and effects. 2. Install tarpaulins securely, with incombustible wood framing and other materials. Close openings of 25 square feet or less with plywood or similar materials. 3. Close openings through floor or roof decks and horizontal surfaces with load - bearing wood -framed construction. Qwest. FLUOR DANIEL TELECOM J. Collection and Disposal of Waste K. Rodent and Pest Control L. Stairs Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than 7 days during normal weather or 3 days when the temperature is expected to rise above 80 deg F (27 deg C). Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material in a lawful manner. Before deep foundation Work has been completed, retain a local exterminator or pest control company to recommend practices to minimize attraction and harboring of rodents, roaches and other pests. Employ this service to perform extermination and control procedures at regular intervals so the Project will be relatively free of pests and their residues at Substantial Completion. Perform control operations in a lawful manner using environmentally safe materials. Until permanent stairs are available, provide temporary stairs where ladders are not adequate. Cover finished permanent stairs with a protective covering of plywood or similar material so finishes will be undamaged at the time of acceptance. 3.4 Security and Protection Facilities Installation A. Except for use of permanent fire protection as soon as available, do not change over from use of temporary security and protection facilities to permanent facilities until Substantial Completion, or longer as requested by the Architect. B. Temporary Fire Protection Until fire protection needs are supplied by permanent facilities, install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations." 1. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell. TEMPORARY FACILITIES 01500 -8 rrI► fl► f Qwest. FLUOR DANIEL TELECOM 2. Store combustible materials in containers in fire -safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. 4. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition. C. Permanent Fire Protection At the earliest feasible date in each area of the Project, complete installation of the permanent fire protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. D. Barricades, Warning Signs and Lights Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights. E. Security Enclosure and Lockup 1. Storage F. Environmental Protection TEMPORARY FACILITIES 01500-9 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft and similar violations of security. Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near the site. rili tie L/ft Qwest. FLUOR DANIEL TELECOM 3.5 Operation, Termination and Removal A. Supervision 2. Protection C. Termination and Removal TEMPORARY FACILITIES 01500 -10 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24 -hour day basis where required to achieve indicated results and to avoid possibility of damage. Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. Unless the Architect requests that it be maintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of the Contractor. The owner reserves the right to take possession of Project identification signs. 2. Remove temporary paving that is not intended for or acceptable for integration into permanent paving. Where the area is intended for landscape development, remove soil and aggregate fill that does not comply with requirements for fill or subsoil in the area. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances which might impair growth of plant materials or lawns. Repair or replace street paving, curbs and sidewalks at the temporary entrances, as required by the governing authority. Qwest. FLUOR DANIEL TELECOM 4.0 ATTACHMENTS Not applicable. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3. At Substantial Completion, clean and renovate permanent facilities that have been used during the construction period, including but not limited to: a. Replace air filters and clean inside of ductwork and housings. b. Replace significantly worn parts and parts that have been subject to unusual operating conditions. c. Replace lamps that are burned out or noticeably dimmed by substantial hours of use. End of Section TEMPORARY FACILITIES 01500 -11 rid; fig t Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents SECTION 01600 MATERIALS AND EQUIPMENT Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Summary A. This Section specifies administrative and procedural requirements governing the Contractor's selection of products for use in the Project. B. The Contractor's Construction Schedule and the Schedule of Submittals are included under Section "Submittals." C. Standards: Refer to Section "Definitions and Standards" for applicability of industry standards to products specified. D. Administrative procedures for handling requests for substitutions made after award of the Contract are included under Section "Product Substitutions." 1.3 Definitions A. Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties ", "systems," "structure," "finishes," "accessories," and similar terms. Such terms such are self - explanatory and have well recognized meanings in the construction industry. 1. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 2. "Named Products" are items identified by manufacturer's product name, including make or model designation, indicated in the manufacturer's published product literature, that is current as of the date of the Contract Documents. 3. "Materials" are products that are substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. 4. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. MATERIALS AND EQUIPMENT 01600 -1 Qwest. FLUOR DANIEL TELECOM 1.4 Submittals A. Initial Submittal Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Within 15 days after date of commencement of the Work, submit 3 copies of an initial product list schedule. Provide a written explanation for omissions of data, and for known variations from Contract requirements. 1. At the Contractor's option, the initial submittal may be limited to product selections and designations that must be established early in the Contract period. 2. Completed Schedule Within 30 days after date of commencement of the Work, submit 3 copies of the completed product list schedule. Provide a written explanation for omissions of data, and for known variations from Contract requirements. 3. Architect's Action The Architect will respond in writing to the Contractor within 2 weeks of receipt of the completed product list schedule. No response within this time period constitutes no objection to listed manufacturers or products, but does not constitute a waiver of the requirement that products comply with Contract Documents. The Architect's response will include the following: a. A list of unacceptable product selections, containing a brief explanation of reasons for this action. 1.5 Quality Assurance A. Source Limitations To the fullest extent possible, provide products of the same kind, from a single source. 1. When specified products are available only from sources that do not or cannot produce a quantity adequate to complete project requirements in a timely manner, consult with the Architect for a determination of the most important product qualities before proceeding. Qualities may include attributes relating to visual appearance, strength, durability, or compatibility. When a determination has been made, select products from sources that produce products that possess these qualities, to the fullest extent possible. 2. Compatibility of Options When the Contractor is given the option of selecting between two or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. MATERIALS AND EQUIPMENT 01600 -2 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.6 Product Delivery, Storage, and Handling A. Deliver, store and handle products in accordance with the manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft. B. Schedule delivery to minimize long -term storage at the site and to prevent overcrowding of construction spaces. C. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other losses. D. Deliver products to the site in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. E. Inspect products upon delivery to ensure compliance with the Contract Documents, and to ensure that products are undamaged and properly protected. F. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. G. Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction. H. Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 2.0 PRODUCTS 2.1 Product Selection A. General Product Requirements Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, unused at the time of installation. 1. Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. MATERIALS AND EQUIPMENT 01600 -3 rill tit ' 1 Qwest. FLUOR DANIEL TELECOM B. Product Selection Procedures Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Product selection is governed by the Contract Documents and governing regulations, not by previous Project experience. Procedures governing product selection include the following: 1. Proprietary Specification Requirements Where only a single product or manufacturer is named, provide the product indicated. No substitutions will be permitted. 2. Semiproprietary Specification Requirements Where two or more products or manufacturers are named, provide one of the products indicated. No substitutions will be permitted. 3. Where products or manufacturers are specified by name, accompanied by the term "or equal," or "or approved equal" comply with the Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. 4. Descriptive Specification Requirements Where Specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. 5. Performance Specification Requirements Where Specifications require compliance with performance requirements, provide products that comply with these requirements, and are recommended by the manufacturer for the application indicated. General overall performance of a product is implied where the product is specified for a specific application. 6. Manufacturer's recommendations may be contained in published product literature, or by the manufacturer's certification of performance. 7. Compliance with Standards, Codes and Regulations Where the Specifications only require compliance with an imposed code, standard or regulation, select a product that complies with the standards, codes or regulations specified. 8. Visual Matching Where Specifications require matching an established Sample, the Architect's decision will be final on whether a proposed product matches satisfactorily. MATERIALS AND EQUIPMENT 01600 -4 Qwest. 3.0 EXECUTION 4.0 ATTACHMENTS Not applicable. FLUOR DANIEL TELECOM 10. Visual Selection 11. Allowances 3.1 Installation of Products _,..._._..,.., a+. nn. v.. wa�rr; a •,rta�l. ^h.',•�i,a- ?h7>4 4 End of Section MATERIALS AND EQUIPMENT 01600 -5 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 9. Where no product available within the specified category matches satisfactorily and also complies with other specified requirements, comply with provisions of the Contract Documents concerning" substitutions" for selection of a matching product in another product category, or for noncompliance with specified requirements. Where specified product requirements include the phrase "...as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Architect will select the color, pattern and texture from the product line selected. Refer to individual Specification Sections and "Allowance" provisions in Division 1 for allowances that control product selection, and for procedures required for processing such selections. A. Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work. B. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. r Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents 1.2 Summary 1.3 Definitions B. Substitutions SECTION 01631 PRODUCT SUBSTITUTIONS PRODUCT SUBSTITUTIONS 01631 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. A. This Section specifies administrative and procedural requirements for handling requests for substitutions made after award of the Contract. B. The Contractor's Construction Schedule and the Schedule of Submittals are included under Section "Submittals." C. Standards Refer to Section "Definitions and Standards" for applicability of industry standards to products specified. D. Procedural requirements governing the Contractor's selection of products and product options are included under Section "Materials and Equipment." A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: 1. Substitutions requested by Bidders during the bidding period, and accepted prior to award of Contract, are considered as included in the Contract Documents and are not subject to requirements specified in this Section for substitutions. 2. Revisions to Contract Documents requested by the Owner or Architect. 3. Specified options of products and construction methods included in Contract Documents. ril, tit • t Qwest. FLUOR DANIEL TELECOM 1.4 Submittals 4. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. A. Substitution Request Submittal Requests for substitution will be considered if received within 45 days after commencement of the Work. Requests received more than 60 days after commencement of the Work may be considered or rejected at the discretion of the Architect. B. Submit 3 copies of each request for substitution for consideration. Submit requests in the form and in accordance with procedures required for Change Order proposals. C. Identify the product, or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate: 1. Product Data, including Drawings and descriptions of products, fabrication and installation procedures. 2. Samples, where applicable or requested. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements such as size, weight, durability, performance and visual effect. 4. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors, that will become necessary to accommodate the proposed substitution. 5. Statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time. 6. Cost information, including a proposal of the net change, if any in the Contract Sum. 7. Certification by the Contractor that the substitution proposed is equal -to or better in every significant respect to that required by the Contract Documents, and that it will perform adequately in the application indicated. Include the Contractor's waiver of rights to additional payment or time, that may subsequently become necessary because of the failure of the substitution to perform adequately. PRODUCT SUBSTITUTIONS 01631 -2 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2.0 PRODUCTS 2.1 Submittals A. Conditions 8. Architect's Action Within two weeks of receipt of -the request for substitution, the Architect will request additional information or documentation necessary for evaluation of the request. Within 2 weeks of receipt of the request, or one week of receipt of the additional information or documentation, which ever is later, the Architect will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the product specified by name. Acceptance will be in the form of a Change Order. The Contractor's substitution request will be received and considered by the Architect when one or more of the following conditions are satisfied, as determined by the Architect; otherwise requests will be returned without action except to record noncompliance with these requirements. 1. Extensive revisions to Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of Contract Documents. 3. The request is timely, fully documented and properly submitted. 4. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. 5. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. 6. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. PRODUCT SUBSTITUTIONS 01631 -3 Qwest. FLUOR DANIEL TELECOM 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 7. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. 8. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. 9. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor Certifies that the proposed substitution provide the required warranty. B. The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute acceptable or valid request for substitution, nor does it constitute approval. End of Section PRODUCT SUBSTITUTIONS 01631 -4 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Description Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section. 1.2 Quality Assurance Include within the Contractor's quality assurance program such procedures as are required to assure full protection of work and materials. 1.3 Manufacturers' Recommendations SECTION 01640 PRODUCT HANDLING Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Except as otherwise approved by the Architect/Engineer, determine and comply with manufacturers' recommendations on product handling, storage, and protection. 1.4 Packaging A. Deliver products to the job site in their manufacturer's original container, with labels intact and legible. 1. Maintain packaged materials with seals unbroken and labels intact until time of use. B. The Architect/Engineer may reject as non - complying such material and products that do not bear identification satisfactory to the Architect/Engineer as to manufacturer, grade, quality, and other pertinent information. 1.5 Protection 2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements, at no additional cost to the Owner. A. Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled. B. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment or materials to be moved over such surfaces. C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner. PRODUCT HANDLING 01640 -1 4 Qwest. FLUOR DANIEL TELECOM . r .nmrcratf607!/, YY�." �i.( ^t3.�,1.^r: 'SiY3:7Y.TCY.!'..'nt Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.6 Repairs and Replacements A. In event of damage, promptly make replacements and repairs to the approval of the Architect/Engineer and at no additional cost to the Owner. B. Additional time required to secure replacements and to make repairs will not be considered by the Architect/Engineer to justify an extension in the Contract Time of Completion. 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. End of Section PRODUCT HANDLING 01640.2 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents 1.2 Summary SECTION 01700 PROJECT CLOSEOUT Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. A. This Section specifies administrative and procedural requirements for project closeout, including but not limited to: 1. Inspection procedures. 2. Project record document submittal. 3. Operating and maintenance manual submittal. 4. Submittal of warranties. 5. Final cleaning. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. 1.3 Substantial Completion A. Preliminary Procedures Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request. 1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. a. If 100 percent completion cannot be shown, Include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. 2. Advise Owner of pending insurance change -over requirements. 3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents. PROJECT CLOSEOUT 01700 -1 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits, operating certificates and similar releases. 5. Deliver tools, spare parts, extra stock, and similar items. 6. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock -ups, and similar elements. B. Inspection Procedures On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Contractor of unfulfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Architect will repeat inspection when requested and assure that the Work has been substantially completed. 2. Results of the completed inspection will form the basis of requirements for final acceptance. 1.4 Final Acceptance A. Preliminary Procedures Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. 1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to the Contract Sum. 3. Submit a certified copy of the Architect's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Architect. PROJECT CLOSEOUT 01700 -2 Qwest. FLUOR DANIEL TELECOM B. Re- Inspection Procedure Client Name: Qwcst Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 The Architect will re- inspect the Work upon receipt of notice that the work, including inspection list items from earlier inspections, has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect. 1. Upon completion of re- inspection, the Architect will prepare a certificate of final acceptance, or advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2. If necessary, re- inspection will be repeated. 1.5 Record Document Submittals A. General Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire- resistive location; provide access to record documents for the Architect's reference during normal working hours. B. Record Drawings Maintain a clean, undamaged set of blue or black line white - prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately; where Shop Drawings are used, record a cross - reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil; use other colors to distinguish between variations in separate categories of the Work. 2. Note related Change Order numbers where applicable. 3. Organize record drawing sheets Into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. C. Record Sample Submitted Immediately prior to the date or dates of Substantial Completion, the Contractor will meet at the site with the Architect and the Owner's personnel to determine which of the submitted Samples that have been maintained during progress of the Work are to be transmitted to the Owner for record purposes. Comply with delivery to the Owner's Sample storage area. PROJECT CLOSEOUT 01700 -3 Qwest. FLUOR DANIEL TELECOM D. Miscellaneous Record Submittals E. Maintenance Manuals 2.0 PRODUCTS Not applicable. 3.0 EXECUTION 3.1 Closeout Procedures Refer to other Specification Sections for requirements of miscellaneous record - keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Architect for the Owner's records. Organize operating and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual heavy -duty 2 -inch, 3 -ring vinyl- covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: 1. Emergency instructions. 2. Spare parts list. 3. Copies of warranties. 4. Wiring diagrams. 5. Recommended "turn around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data. 8. Fixture sampling schedule. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. Operating and Maintenance Instructions Arrange for each installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. If installers are not experienced in procedures, provide instruction by manufacturer's representatives. Include a detailed review of the following items: 1. Maintenance manuals. 2. Record documents. 3. Spare parts and materials. 4. Tools. 5. Lubricants. PROJECT CLOSEOUT 01700 -4 Qwest. FLUOR DANIEL TELECOM 3.2 Final Cleaning 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 10. Cleaning. 11. Warranties and bonds. 12. Maintenance agreements and similar continuing commitments. B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Start-up. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments. 5. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization. A. General General cleaning during construction is required by the General Conditions and included in Section "Temporary Facilities." B. Cleaning Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 1. Complete the following cleaning operations before requesting inspection for Certification of Substantial Completion: a. Remove labels that are not permanent labels. b. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compound and other substances that are noticeable vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. c. Clean exposed exterior and interior hard - surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. PROJECT CLOSEOUT 01700 -5 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 rill fit Qwest. FLUOR DANIEL TELECOM C. Pest Control D. Removal of Protection 4.0 ATTACHMENTS Not applicable. Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 d. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Engage an experienced exterminator to make a final inspection, and rid the Project of rodents, insects and other pests. Remove temporary protection and facilities installed for protection of the Work during construction. E. Compliance Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner. 1. Where extra materials of value remaining after completion of associated Work have become the Owner's property, arrange for disposition of these materials as directed. End of Section PROJECT CLOSEOUT 01700 -6 rids t t Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Description 1.2 Quality Assurance 3.0 EXECUTION 3.1 Progress Cleaning SECTION 01710 CLEANING CLEANING 01710 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Throughout the construction period, maintain the buildings and site in a standard of cleanliness as described in this Section. A. Conduct daily inspection, and more often if necessary, to verify that requirements for cleanliness are being met. B. In addition to the standards described in this Section, comply with pertinent requirements of governmental agencies having jurisdiction. 2.0 PRODUCTS 2.1 Cleaning Materials and Equipment Provide required personnel, equipment, and materials needed to maintain the specified standard of cleanliness. 2.2 Compatibility Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material. A. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials. 1. Do not allow accumulation of scrap, debris, waste material, and other items not required for construction of this Work. 2. At least twice each month, and more often if necessary, completely remove all scrap, debris, and waste material from the job site. 3. Provide adequate storage for all items awaiting removal from the job site, observing requirements for fire protection and protection of the ecology. rids fit Lfit Qwest. FLUOR DANIEL TELECOM B. Site Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site. Restack, tidy, or otherwise service arrangements to meet the requirements of subparagraph 3.1 -A -1 above. 3. Maintain the site in a neat and orderly condition at all times. C. Structures 1. Weekly, and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, sweep interior spaces clean. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and a hand -held broom. 3. As required preparatory to installation of succeeding materials, clean the structures or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using equipment and materials required to achieve the necessary cleanliness. 4. Following the installation of finish floor materials, clean the finish floor daily (and more often if necessary) at all times while work is being performed in the space in which finish materials are installed. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from foreign material which, in the opinion of the Architect/Engineer, may be injurious to the finish floor material. 3.2 Final Cleaning A. "Clean," for the purpose of this Article, and except as may be specifically provided otherwise, shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. Prior to completion of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final progress cleaning as described in Article 3.1 above. CLEANING 01710- 2 Qwest. FLUOR DANIEL TELECOM C. Site 1. Unless otherwise specifically directed by the Architect/Engineer, broom clean paved areas on the site and public paved areas adjacent to the site. 2. Completely remove resultant debris. D. Structures 1. Exterior a. Visually inspect exterior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. b. Remove all traces of splashed materials from adjacent surfaces. c. If necessary to achieve a uniform degree of cleanliness, hose down the exterior of the structure. d. In the event of stubborn stains not removable with water, the Architect/Engineer may require light sandblasting or other cleaning at no additional cost to the Owner. 2. Interior a. Visually inspect interior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. b. Remove all traces of splashed material from adjacent surfaces. c. Remove paint droppings, spots, stains, and dirt from finished surfaces. 3. Glass Clean inside and outside. 4. Polished surfaces To surfaces requiring routine application of buffed polish, apply the polish recommended by the manufacturer of the material being polished. E. Schedule final cleaning as approved by the Architect/Engineer to enable the Owner to accept a completely clean Work. CLEANING 01710- 3 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3.3 Cleaning During Owner's Occupancy Should the Owner occupy the Work or any portion thereof prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim and final cleaning shall be as determined by the Architect/Engineer in accordance with the General Conditions of the Contract. 4.0 ATTACHMENTS Not applicable. End of Section CLEANING 01710- 4 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Quality Assurance B. Accuracy of Records 1.2 Submittals 1.3 Product Handling SECTION 01720 PROJECT RECORD DOCUMENTS Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. Delegate the responsibility for maintenance of Record Documents to one person on the Contractor's staff as approved by the Architect/Engineer. 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C. Make entries within 24 hours after receipt of information that the change has occurred. A. The Architect/Engineer's approval of the current status of Project Record Documents may be a prerequisite to the Architect/Engineer's approval of requests for progress payment and request for final payment under the Contract. B. Prior to submitting each request for progress payment, secure the Architect/Engineer's approval of the current status of the Project Record Documents. C. Prior to submitting request for final payment, submit the final Project Record Documents to the Architect/Engineer and secure his/her approval. A. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. B. In the event of loss of recorded data, use means necessary to again secure the data to the Architect/Engineer's approval. PROJECT RECORD DOCUMENTS 01720 -1 Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS 2.1 Record Documents A. Job Set 3.0 EXECUTION 1. Such means shall include, if necessary in the opinion of the Architect/Engineer, removal and replacement of concealing materials. 2. In such case, provide replacements to the standards originally required by the Contract Documents. Promptly following receipt of the Notice to Proceed, secure from the Architect/Engineer at no charge to the Contractor one complete set of all Documents comprising the Contract. B. Final Record Documents 3.1 Maintenance of Job Set Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 At a time nearing the completion of the Work, secure from the Architect/Engineer at no charge to the Contractor one complete set of transparencies of all Drawings in the Contract. A. Immediately upon receipt of the job set described in Paragraph 2.1 -A above, identify each of the Documents with the title, "RECORD DOCUMENTS JOB SET." B. Preservation 1. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set to the approval of the Architect/ Engineer. 2. Do not use the job set for any purpose except entry of new data and for review by the Architect/Engineer, until start of transfer of data to final Project Record Documents. 3. Maintain the job set at the site of Work as that site is designated by the Architect/Engineer. PROJECT RECORD DOCUMENTS 01720 -2 west. FLUOR DANIEL TELECOM PROJECT RECORD DOCUMENTS 01720 -3 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. Making Entries on Drawings 1. Using an erasable colored red pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. 2. Date all entries. 3. Call attention to the entry by a "cloud" drawn around the area or areas affected. 4. In the event of overlapping changes, use different colors for the overlapping changes. D. Make entries in the pertinent other Documents as approved by the Architect/Engineer. E. Conversion of Schematic Layouts 1. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, is shown schematically and is not intended to portray precise physical layout. a. Final physical arrangement is determined by the Contractor, subject to the Architect/Engineer's approval. b. However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. 2. Show on the job set of Record Drawings, by dimension accurate to within one inch, the centerline of each run of items such as are described in subparagraph 3.1 -E -1 above. a. Clearly identify the item by accurate note such as "cast iron drain," "galv. water," and the like. b. Show, by symbol or note, the vertical location of the item ( "under slab," "in ceiling plenum," "exposed," and the like). c. Make all identification sufficiently descriptive that it may be related reliably to the Specifications. 3. The Architect/Engineer may waive the requirements for conversion of schematic layouts where, in the Architect/Engineer's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the Architect/Engineer. Qwest. FLUOR DANIEL TELECOM 3.2 Final Project Record Documents Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. The purpose of the final Project Record Documents is to provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation, and examination. B. Approval of Recorded Data Prior to Transfer 1. Following receipt of the transparencies described in Paragraph 2.1 -B above, and prior to start of transfer of recorded data thereto, secure the Architect/Engineer's approval of all recorded data. 2. Make required revisions. C. Transfer of Data to Electronic Drawing Files 1. Carefully transfer change data shown on the job set of Record Drawings to the corresponding AutoCAD Version 14 electronic drawing files, base filed available from the Architect/Engineer), coordinating the changes as required. 2. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items described in subparagraph 3.1 -E -1 above. Call attention to each entry by drawing a "cloud" around the area or areas affected. 3. Make changes neatly, consistently, and with the proper skill in CAD drafting to assure a quality equal to that of the Construction Documents. D. Transfer of Data to Other Documents 1. If the Documents other than Drawings have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the Architect/Engineer, the job set of those Documents other than Drawings will be accepted as final Record Documents. 2. If any such Document is not so approved by the Architect/Engineer, secure a new copy of that Document from the Architect/Engineer at the Architect/Engineer's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the Architect/Engineer. PROJECT RECORD DOCUMENTS 01720 -4 Qwest. Not applicable. FLUOR DANIEL TELECOM E. Review and Submittal 1. Submit the completed set of Project Record Documents, including prints of AutoCAD drawings, to the Architect/Engineer as described in Paragraph 1.3 -D above. 2. Participate in review meetings as required. 3. Make required changes and promptly deliver the final Project Record Documents to the Architect/Engineer. 3.3 Changes Subsequent to Acceptance A. The Contractor has no responsibility for recording changes in the Work subsequent to Final Completion, except for changes resulting from work performed under Warranty. 4.0 ATTACHMENTS End of Section PROJECT RECORD DOCUMENTS 01720 -5 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL `,7 SECTION 01730 OPERATIONS AND MAINTENANCE DATA .......... ...._..._ Client Name: Qwest Project Name: Seatttle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.1 Description To aid the continued instruction of operating and maintenance personnel, and to provide a positive source of information regarding the products incorporated into the Work, furnish and deliver the data described in this Section and in pertinent other Sections of these Specifications. 1.2 Quality Assurance In preparing data required by this Section, use only personnel who are thoroughly trained and experienced in operation and maintenance of the described items, completely familiar with the requirements of this Section, and skilled in technical writing to the extent needed for communicating the essential data. 1.3 Submittals 2.0 PRODUCTS A. Submit two copies of a preliminary draft of the proposed Manual or Manuals to the Architect/Engineer for review and comments. • B. Unless otherwise directed in other Sections, or in writing by the Architect/Engineer, submit three copies of the final Manual to the Architect/Engineer prior to indoctrination of operation and maintenance personnel. 2.1 Instruction Manuals A. Where instruction Manuals are required to be submitted under other Sections of these Specifications, prepare in accordance with the provisions of this Section. B. Format 1. Size: 8 -1/2" x 11" 2. Paper: White bond, at least 20 Ib. weight 3. Text: Neatly written or printed OPERATIONS AND MAINTENANCE DATA 01730 -1 Qwest. FLUOR DANIEL TELECOM 4. Drawings: 5. Flysheets: 6. Binding: 7. Measurements: Client Name: Qwest Project Name: Seatttle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 11" in height preferable; bind in with text; foldout acceptable; larger drawings acceptable but fold to fit within the Manual and provide a drawing pocket inside rear cover or bind in with text. Separate each portion of the Manual with neatly prepared flysheets briefly describing contents of the ensuing portion; flysheets may be in color. Use heavy -duty plastic or fiberboard covers with binding mechanism concealed inside the Manual; 3 -ring binders will be acceptable; all binding is subject to the Architect's approval. Provide all measurements in U. S. standard units such as feet -and- inches, lbs., and cfm; where items may be expected to be measured within ten years in accordance with metric formulae, provide additional measurements in the "International System of Units " (SI). 8. Computer Files: All computer word processed, or computer drawn portions of the manual shall be provided to the Owner on computer disk. All computer generated files shall be compatible with the Owner's computer software. 9. Provide front and back covers for each Manual, using durable material approved by the Architect/Engineer, and clearly identified on or through the cover with at least the following information: OPERATING AND MAINTENANCE INSTRUCTIONS ( name and address of Work ) ( ) ( name of Contractor ) ( ) ( general subject of this Manual ) ( ) ( space for approval signature of ) ( the Architect and approval date ) ( the Owner's Construction Manager ) OPERATIONS AND MAINTENANCE DATA 01730 - 2 Qwest. FLUOR DANIEL TELECOM C. Contents Include at least the following: 5. Copy of all guarantees and warranties issued. 1. Neatly typewritten or word processed index near the front of the Manual, giving immediate information as to location within the Manual of all emergency information regarding the installation. 2. Complete instructions regarding operation and maintenance of all equipment involved including lubrication, disassembly, and reassembly. 3. Complete nomenclature of all parts of all equipment. Client Name: Qwest Project Name: Seatttle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 4. Complete nomenclature and part number of all replaceable parts, name and address of nearest vendor, and all other data pertinent to procurement procedures. 6. Manufacturers' bulletins, cuts, and descriptive data, where pertinent, clearly indicating the precise items included in this installation and deleting, or otherwise clearly indicating, all manufacturers' data with which this installation is not concerned. 7. Such other data as required in pertinent Sections of these Specifications. 3.0 EXECUTION 3.1 Instruction Manuals A. Preliminary 1. Prepare a preliminary draft of each proposed Manual. 2. Show general arrangement, nature of contents in each portion, probable number of drawings and their size, and proposed method of binding and covering. 3. Secure the Architect's/Engineer's approval prior to proceeding. B. Final Complete the Manuals in strict accordance with the approved preliminary drafts and the Architect's/Engineer's review comments. OPERATIONS AND MAINTENANCE DATA 01730 - 3 flit tit west. FLUOR DANIEL TELECOM C. Revisions 4.0 ATTACHMENTS Not applicable. Client Name: Qwest Project Name: Seatttle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Following the indoctrination and instruction of operation and maintenance personnel, review all proposed revisions of the Manual with the Architect/ Engineer. 2. If the Contractor is required by the Architect/ Engineer to revise previously approved Manuals, compensation will be made as provided for under "Changes" in the General Conditions. End of Section OPERATIONS AND MAINTENANCE DATA 01730 - 4 4 rile flf Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Related Documents Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 Summary A. This Section specifies general administrative and procedural requirements for warranties and bonds required by the Contract Documents including manufacturers standard warranties on products and special warranties. 1.3 Definitions 1. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. 2. General closeout requirements are included in Section "Project Closeout." 3. Specific requirements for warranties for the Work and products and installations that are specified to be warranted, are included in the individual Sections of Divisions 2 through 16. 4. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. B. Disclaimers and Limitations Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. Special Warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. 1.4 Warranty Requirements A. Related Damages and Losses SECTION 01740 WARRANTIES AND BONDS WARRANTIES AND BONDS 01740 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. Qwest. FLUOR DANIEL TELECOM B. Reinstatement of Warranty C. Replacement Cost D. Owner's Recourse 1.5 Submittals Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. E. The Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so. A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. Warranties shall be prepared on the Contractor's letterhead in accordance with the sample form attached. B. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within fifteen days of completion of that designated portion of the Work. C. When a special warranty is required to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification. 1. Refer to individual Sections of Divisions 2 through 16 for specific content requirements, and particular requirements for submittal of special warranties. 2. When operating and maintenance manuals are required for warranted construction provide additional copies of each required warranty as necessary for inclusion in each required manual. WARRANTIES AND BONDS 01740 -2 A Qwest. FLUOR DANIEL TELECOM 2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable. 4.0 ATTACHMENTS Not applicable. • ...m. End of Section WARRANTIES AND BONDS 01740-3 . Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 . • • .r- rr /r lir �1 Qwest FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Summary A. Scope of Specification SECTION 15010 GENERAL REQUIREMENTS — MECHANICAL ,,BEGEID FILE COPY I of TU '- 91999 This specification prescribes General Mechanical Requirements for Work specified in the drawings, schedules, and all other specifications of the HVAC division. B. Related Technical Requirements 1.2 References All work required in the specifications listed below: Section 15010 — General Requirements - Mechanical Section 15050 - Mechanical Basic Materials and Methods Section 15240 - Mechanical Noise, Vibration, and Seismic Control Section 15300 - Fire Protection Suppression Systems Section 15400 - Plumbing Systems Section 15550 - Mechanical Pumps and Hydronic Systems Section 15502 — Air Conditioning Systems Section 15690 — HVAC Chillers Section 15980 - Mechanical Testing, Balancing and Adjusting Section 15995 - Mechanical Systems Start UP A. General References shall be furnished by each individual specification in accordance with the job requirements. Work provided under this Contract shall meet the requirements of the NFPA (National Fire Protection Agency). GENERAL REQUIREMENTS — MECHANICAL 15010 -1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 PERMIT CENTER Mqq -0033 111 fir 1I Qwest FLUOR DANIEL TELECOM B. ANSI (American National Standards Institute) A13.1 C. NFPA (National Fire Protection Agency) D. UL (Underwriter's Laboratories) 1.3 Quality Assurance A. General 2. Replacement parts shall be available. B. Experience C. Experience List D. Commissioning Test GENERAL REQUIREMENTS — MECHANICAL 15010 -2 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Referenced publications within this specification shall be the latest revision, unless otherwise specified; and applicable parts of the referenced publications shall become a part of this specification as if fully included. Materials, appliances, and equipment provided must meet the UL and other standards organizations. Lettering size and style shall comply with ANSI A13.1, Scheme for the Identification of Piping Systems. Work shall be as follows: 1. Manufactured items furnished shall be the current, cataloged product of Manufacturer. Unless more stringent requirements are specified in other specifications of the HVAC division, manufactured items shall have been installed and used, without modification, renovation, or repair, on other projects for not less than 1 year prior to the date of bidding for this project. Submit a list of installations where the following items have been in operation for not less than 1 year. Include project name, address, and name and telephone number of Owner's Representative for each project. Refer to specific job for requirements to start, test, and obtain approval of the system. r2 1 Qwest FLUOR DANIEL TELECOM wm rc..te VM.kflCS�T »'+W+c;>iCMLt6� E. Compliance with State and Local Codes Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Compliance with Federal, State, and Local Regulations and Codes for the prevention, control, and abatement of air and water pollution is mandatory. 1.4 Submittals Items for which submittals are required are included in each specification of the HVAC division. 1.5 Product Delivery and Handling A. Delivery Refer to specific job requirements of material and products to be delivered to the project site. D. Storage Materials stored at the project site which become soiled with construction dirt, concrete, or earthwork shall be washed, cleaned, and dried to the satisfaction of Owner's Representative, or removed from the project site and replaced with new. Do not install soiled material. C. Protection Protect and store material and equipment in such a manner as to effectively prevent damage from climatic conditions. GENERAL REQUIREMENTS — MECHANICAL 15010 -3 ride tie it Qwest. FLUOR DANIEL TELECOM 1.6 Labels and Nameplates A. General Conform to specific job requirements for all work furnished under Fluor Daniel's standard specifications. B. Manufacturer's Nameplates Nameplates on manufactured items shall be aluminum or Type 304 stainless steel sheet, not less than 20 USG, riveted or bolted to the manufactured item, with nameplate data engraved or punched to form a non - erasable record of equipment data. C. Field Installation Field installed nameplates shall be engraved melamine plastic laminate, 1/8 of an inch thick, engraved in block capital lettering to expose white lettering on black face. Screw or bolt to equipment. Adhesive attachment will not be permitted. D. Smaller Labels Labels 20 square inches and smaller may be 1/16 of an inch thick. Secure labels with rivets, stainless steel bolts, stainless steel strap, or supporting angle. E. Approval F. Lettering Style Comply with ANSI A13.1 for lettering size and style. 1.7 Maintenance and Operation Manuals Submit a schedule of nameplates, abbreviations, and equipment designations for approval. Conform to the requirements of the specific job needs in accordance with Manufacturers' Maintenance and Operation Manuals for instruction to install, operate, and maintain the equipment and material. Operating manuals shall include those for commissioning instrumentation where submittals are required. Operating manuals shall also include test procedures for commissioning tests. GENERAL REQUIREMENTS — MECHANICAL 15010 -4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 ride tbri a Qwest FLUOR DANIEL TELECOM 1.8 Temporary Facilities A. General Refer to specific job for the requirements of temporary water, sewer, and heating for construction and safety. B. Temporary Heating for Commissioning Tests 1. Provide temporary heating, where needed, to provide false load for commissioning tests. 2. Temporary heating may be from the permanent heating system of the project or from a dedicated temporary heating system. If temporary system is necessary, select facilities known to be safe and without deleterious effect upon the work in place or being installed. C. Temporary Cooling for Commissioning Tests Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Provide temporary cooling, where needed, to provide false load for commissioning tests. 2. Temporary cooling may be from the permanent cooling system of the project or from a dedicated temporary cooling system. If temporary system is necessary, select facilities known to be safe and without deleterious effect upon the work in place or being installed. 1.9 Renovation Projects A. Demolition Provide disconnection, demolition, and renovation work specified as indicated and scheduled on the drawings. B. Damage Where pipe, ductwork, insulation, or equipment to remain is inadvertently damaged or disturbed, cut out and remove damaged section and provide new pipe, ductwork, insulation, or equipment of equal capacity and quality. GENERAL REQUIREMENTS — MECHANICAL 15010 -5 ride 1hr • 1 Qwest FLUOR DANIEL TELECOM E. Removal F. Temporary Disconnection B. Fit and Clearance Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. Accessible Work Exposed pipe and ductwork to be demolished shall be removed in its entirety. D. Abandoned Work Buried pipe abandoned in place shall be cut out approximately 2 inches beyond the face of adjacent construction, capped, and the adjacent surface patched to match existing finish. Equipment specified or indicated to be demolished shall be removed from the project site and shall not be reused. Equipment required to be temporarily disconnected and relocated shall be carefully removed, stored, cleaned, reinstalled, reconnected, and made operational. 1.10 Sizing A. Capacity Provide equipment and material of sizes, capacities, horsepower, power ratings, and dimensions indicated on the drawings, in the schedules and as specified. Equipment, such as chillers, pumps, piping, computer room A/C units, air handling equipment, and filters shall fit the space shown on the project drawings. Provide access for servicing, repairing, and inspecting apparatus at least equal to that shown. Each item of equipment shall be installed without damage to the building, building equipment, or the item itself. Verify building access constraints before delivery of equipment to the project site. GENERAL REQUIREMENTS — MECHANICAL 15010 -6 ridr rAe /� =. Qwest FLUOR DANIEL TELECOM C. Deviations 1.11 Coordination 1.12 Posted Operation Instructions GENERAL REQUIREMENTS — MECHANICAL 15010 -7 TO Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Equipment and material of greater or larger power, dimensions, capacity, and ratings may be furnished, provided such proposed equipment is approved in writing, and that feeders, circuit breakers, conduit, motors, bases, and equipment spaces are increased by Contractor at no cost to the Government. If minimum energy ratings or efficiencies of the equipment are specified, the equipment must meet the design requirements, and shall be subjected to the requirements of commissioning tests specified in Section 1.3 of this specification. A. Coordinate mechanical work with that of other trades in order to accomplish the following: I. Avoid interferences between general construction, mechanical, electrical, structural, and other specialty trades. 2. Maintain clearances and advise other trades of clearance requirements for operation, repair, removal, and testing of mechanical equipment. 3. Indicate aisleways and accessways required on coordinated shop drawings for boiler plants, mechanical equipment rooms, computer rooms, laboratories, and kitchens. Furnish approved operating instructions for systems and equipment indicated in the technical sections for use by operation personnel. The operating instructions shall include wiring diagrams, control diagrams, and control sequence for each principal system and equipment. Print or engrave operating instructions, and frame under glass or in approved laminated plastic. Post instructions where directed. Attach or post operating instructions adjacent to each principal system and equipment including startup, operating, shutdown, safety precautions, and procedure in the event of equipment failure. Provide weather resistant materials or weatherproof enclosures for operating instructions exposed to the weather. Operating instructions shall not fade when exposed to sunlight, and shall be secured to prevent easy removal. r Qwest FLUOR DANIEL TELECOM 1.13 Manufacturer's Recommendations 2.0 PRODUCTS 3.0 EXECUTION Where installation procedures or any part thereof are required to be in accordance with Manufacturer's recommendations, furnish printed copies of the recommendations before installation. Installation of the item shall not proceed until recommendations are received. Failure to furnish recommendations shall be cause for rejection of the equipment or material. Conform to the requirements of the specifications listed in Section 1.2 Related Work for all products furnished under this contract. 3.1 Provisions for Installation Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. Where any work cannot be installed as the construction is progressing, provide for boxes, sleeves, inserts, fixtures or devices as necessary to permit installation of the omitted work during later phases of construction. Arrange for chases, holes and other openings in masonry, concrete or other work and provide for subsequent closure of any openings required for placing equipment. B. In general, use provisions for installation that have been blocked out and structurally framed through walls, floor, and roof. Provide cutting, channeling, chasing, and drilling of floors, walls, partitions, ceilings, and other surfaces necessary for installation of mechanical work. Cutting through floors, walls and partitions shall be avoided and will not be permitted except as determined absolutely necessary, and approved by the Architect/Engineer. Structural members shall not be cut except upon approval in writing of the Architect/Engineer. Where cutting, drilling and patching of completed construction and finished surfaces are required, patch to match the undisturbed construction and finish. All cutting shall be done by skilled mechanics of the trades involved, and shall be inspected by the Architect/Engineer upon completion. All work not previously agreed upon shall be repaired to the satisfaction of the Architect/Engineer. 3.2 Protection and Maintenance of Equipment A. Take necessary measures to insure adequate protection of all equipment and materials during delivery, storage, installation and shutdown conditions. This responsibility shall include provisions required to meet the conditions incidental to the delays pending final test of systems and equipment under season conditions. B. Operate the completed systems for a period of time prescribed by the Architect/Engineer to determine the capability of the equipment and controls to conform to the requirements of the drawings and specifications. GENERAL REQUIREMENTS — MECHANICAL 15010 -8 ION Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. Maintain all equipment and systems installed until final acceptance by the Owner. 3.3 Outside Services A. Connection Points 3.4 3.5 Cleaning Start -up Underground and overhead utility services shall be provided to utility and service line connection points. B. Contract Limits Where "limits of contracts" designations are indicated on site plans, they shall not apply to utility service underground or overhead work necessary to serve the project, and occurring outside of the "limits of contracts" designations. Contractor shall thoroughly clean all apparatus before placing it in operation, restore finished surfaces, if damaged, and deliver the entire installation in an approved condition. The Contractor shall be responsible for start -up and operation of all systems during testing and balancing until such time as systems have been accepted by the Architect/Engineer. See Section 15995 of these specifications. A. Start-up shall follow all manufacturer's recommendations, good practice and include, but not be limited to the following procedures: 1. Set up and confirm proper operation of HVAC control systems including the Systems Controller in accordance with the specified sequence of operation (see Controls drawings and sequence of operation, and 15985). 2. Verification of installation of proper thermal overload protection in place for electrical equipment providing power to mechanical equipment. 3. Installation of a complete set of all filters prior to balancing. Prior to start-up, rough -in filters shall be installed to limit construction dirt within systems. 4. Clean all duct systems of dirt and debris. This will require witness and sign off of the Architect/Engineer. 5. Check all rotating pieces of equipment for proper rotation and vibration -free operation. 6. Check that all fire, smoke and volume dampers are in place and open. 7. Clean and comb all coils. GENERAL REQUIREMENTS — MECHANICAL 15010 -9 ri_d_r2j f awl Qwest FLUOR DANIEL TELECOM SIP 8. Check that all access doors and end caps are in place and seal when closed. 9. Check that all outlets, pressure gauges, thermometers, indication lights, flow switches, sensors and control instruments are properly calibrated, installed and operating. 3.6 Testing and Balancing Contractor shall perform testing and balancing on individual equipment, systems and their controls as described in the specification Section 15980 in the presence of the representatives of the Architect/Engineer and such other parties as may have legal jurisdiction, at their discretion. A. In no case shall any piping, fixtures, equipment or appliances be subjected to pressures exceeding their rating. B. Supply all labor, materials, instruments, power, etc., required for proper testing and balancing. C. The duration of tests shall be as determined by the authorities having jurisdiction, but in no case less than the time prescribed in the specifications or as recommended by the equipment manufacturer, whichever is greater. D. Equipment shall be tested under field conditions to demonstrate capability to meet Section requirements. E. Where the equipment or system under test is interrelated with and depends upon other equipment, systems and controls for proper operation, functioning and performance, the latter shall be operated simultaneously with the equipment or system during tests. F. Promptly repair or replace all defective work and repeat the tests until the particular system and component thereof receives the proper acceptance. G. All damage resulting from tests shall be repaired and damaged materials replaced, all to the satisfaction of the Architect / Engineer at no additional costs. H. Submit records on testing and balancing on reproducible sheets to the Architect/ Engineer for approval and include copy in the Maintenance and Operations Manual. The format of the record sheet shall be submitted and approved by the Architect/Engineer prior to actual testing of equipment and balancing the system. 3.7 Nameplates Shall be provided as follows: 1. Manufacturer's name and address. GENERAL REQUIREMENTS — MECHANICAL 15010 -10 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. Each unit of equipment, control devices, and control panels shall be identified by a permanently attached nameplate made of brass or other corrosion- resistant metal with engraved letters. Plates shall be not less than 3 inches x 5 inches. Plates shall bear information pertaining to the units as follows: ride for Qwest FLUOR DANIEL TELECOM 3.8 Valve Tags 3.9 Painting 2. Serial and model numbers. 3. Rated capacity. 4. Temperature, pressure or other limitations. The Contractor shall provide the painting of the items listed below: 3.10 Firestopping GENERAL REQUIREMENTS — MECHANICAL 15010 -11 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. Nameplates shall be permanently attached and installed clear of obstructions and insulation in a readily visible location to allow identification. B. In addition, each unit of equipment shall be identified by a 1 -1/2 inch x 4 inch black surface white core plastic laminate nameplate with 3/8 inch engraved lettering bearing the equipment's system and mark number as indicated on Equipment Schedule Drawings. Valve tags shall be provided for all valves. Tags shall be made of 18 gauge brass, 1/12 inch diameter, service designation 1/4 inch placed horizontally with a maximum of three characters per line. The characters shall be indented and filled with durable black compound. Valve tags shall be attached to valve bonnets with lead wire seals. A. All non - galvanized steel brackets, supports, bases, frames, etc., used in the mechanical installation, including pipe hangers and exposed piping. B. If above listed items cannot be fully covered with paint after installation, they shall be painted before they are installed and touched up with paint after installation if finish was damaged during installation. C. All items to be painted shall be prepared to receive paint per the mechanical equipment or material manufacturer's application instructions. D. Refer to specific job requirements in accordance with Manufacturer's instruction for all the finishing work. Repair all marred or damaged factory painted finishes with materials and procedures to match original factory finish. E. Identification: Provide schedules for stenciling and identification markings. Submit stenciling and identification marking for approval. A. Unused slots, sleeves, and other penetrations in floors, walls or other general construction shall be closed and sealed with an approved firestopping material. rrdr t 1 Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 B. Firestopping material shall be UL listed and tested silicone elastomer specifically formulated for use in horizontal and vertical applications. The material shall possess intumescent characteristics. Upon exposure to heat above 200 degrees F, it shall expand to no less than 5 times its original volume to form a fireproof envelope, UL rated for 2 and 3 hour protection, when applied in accordance with Manufacturer's recommendation. C. Floor slots and openings shall be closed with 16 gage galvanized steel sheet supported on 1 inch by 1 inch by 1/8 inch structural angle, drilled or supported with power driven studs into the building structure. Firestop with a layer of silicone elastomer no less than 1 inch thick which completely fills the opening. The top surface of the silicone elastomer shall be approximately 1 inch below the finished floor slab. D. Openings in walls shall be closed with 16 gage galvanized steel sheet securely attached at the midpoint of the wall thickness and firestopped on both sides of the steel sheet with no less than 1/8 inch thick layer of non - sagging silicone elastomer to fully cover the opening. E. Single or multiple pipes passing through walls and floors shall have the annular space between pipes or between pipes and structure filled with silicone elastomer to provide a 3 hour rated firestop for floors and walls. F. The annulus between exposed pipe and ductwork and walls or floors in finished spaces shall be filled, sealed, and painted to match adjacent surfaces. G. Identify unused sleeves and slots for future use by permanently anchored brass nameplates identifying size and purpose of the covered slot. 3.11 Operation and Maintenance Instructions A. The Contractor shall provide the services of the representatives of all required suppliers and subcontractors required in the specifications to instruct the Owner's maintenance and operating personnel during a period of five (5), eight (8) hour days. This period shall follow the final inspection date or when directed by the Owner. Provide the services of a competent supervisor or technician to instruct the Owner's operating personnel in the operation of each type of system. Include not less than eight (8) full normal working days in operation of the entire building system. Where required by the individual mechanical section of these specifications, provide the services of factory trained specialist to instruct the Owner's personnel in operation of Special Systems. Include a minimum time for instructions as required under that section. B. The above instruction period does not include the special instruction periods specified hereinafter. C. Compile and submit to the Architect/Engineer six (6) bound Instruction Manuals. Provide the Instruction Manuals with an index sheet listing the contents in alphabetical order together with reference pages, containing the material listed below: GENERAL REQUIREMENTS — MECHANICAL 15010 -12 ride fie Qom Qwest. FLUOR DANIEL TELECOM 3.12 Disposal of Material 4.0 ATTACHMENTS Not applicable. End of Specification GENERAL REQUIREMENTS — MECHANICAL 15010 -13 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Operation instructions for each system including step -by -step preparation for starting, summer operation, winter operation, shutdown and draining. 2. Manufacturer's literature describing each piece of equipment furnished or installed, giving the Unit No., System No., Manufacturer's Model No., Drawing No., and equipment performance charts and /or curves, as applicable. 3. Control diagrams, as installed by the manufacturer. 4. Sequence of operation by the control manufacturer. 5. Wiring diagrams, as- installed and color coded, of electrical motor controller connections and interlock connections of all equipment listed in the Equipment Schedules. 6. Diagrammatic location, function and tag numbers of each valve. 7. Maintenance instructions for each type of equipment. 8. Possible breakdowns and repairs for each type of equipment. 9. Manufacturer's mechanical equipment parts list of all functional components of the system furnished or installed, control diagrams and wiring diagrams, giving Unit No., System No., Manufacturer's Model No., and Manufacturer's Part No. 10. Recommended spare parts list. 11. List of nearest local suppliers of all equipment. 12. Balancing test reports and as -built drawings for all systems. D. This service manual shall be submitted for approval at least thirty (30) days before final inspection. Failure to submit the diagram and service manual will delay final inspection and acceptance of the work by the Owner. E. Four (4) approved copies of the service manual shall be delivered to the Owner on or before the date of the final inspection, and each copy of the service manual shall be identical. F. After approval by the Owner, the control diagram shall be mounted in a neat frame with suitable backing, under clear glass and installed where directed. Contractor shall dispose of all liquid or solid waste materials offsite. Owner will not furnish for solid waste. At no time shall Contractor use plant drainage system or waste areas for disposal of liquid or solid waste material. • ridr fir if maw Qwest FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Summary A. Scope of Specifications SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS This specification, along with the drawings and the requirements of HVAC Specification 15010: General Requirements - Mechanical, prescribes Basic Mechanical Methods and Materials that apply to all specifications for HVAC Division, B. Related Specifications The following specifications prescribe items of related Work: Section 15010 — General Requirements - Mechanical Section 15050 - Mechanical Basic Materials and Methods Section 15240 - Mechanical Noise, Vibration, and Seismic Control Section 15300 - Fire Protection Suppression Systems Section 15400 - Plumbing Systems Section 15550 - Mechanical Pumps and Hydronic Systems Section 15502 — Air Conditioning Systems Section 15690 — HVAC Chillers Section 15980 - Mechanical Testing, Balancing and Adjusting Section 15995 - Mechanical Systems Start UP Coordinate Work prescribed by this specification with Work prescribed by the above listed specifications. 1.2 References Referenced publications within this specification shall be the latest revision unless otherwise specified; and applicable parts of the referenced publications shall become a part of this specification as if fully included. BASIC MECHANICAL MATERIALS AND METHODS 15050 -1 Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 rile tAt Qwest FLUOR DANIEL TELECOM A. Manufacturer's Catalog Data B. Drawings C. Manufacturer's Instructions BASIC MECHANICAL MATERIALS AND METHODS 15050 -2 Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. ASTM (American Society for Testing and Materials) 1. B117 B. CFR (Code of Federal Regulations) 1. 29CFR 1910.219 C. SMACNA (Sheet Metal and Air Conditioning Contractors National Association) 1.3 Submittals Submittals required in the sections which refer to this section shall conform to the requirements of each specific specification and the following additional requirements. Submittals shall include Manufacturer's name, trade name, place of manufacture, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification, and paragraph reference, applicable Federal, industry, and technical society reference standards, years of satisfactory service, and other information necessary to establish contract compliance of each item that Contractor proposes to be provided. Photographs of existing installations are unacceptable, and shall be returned without approval. Submittals for each manufactured item shall be current Manufacturer's descriptive of cataloged products, equipment drawings, diagrams, performance and characteristic curves, and catalog cuts. Submit drawings of minimum 14 by 20 inches in size, using a minimum scale of 1/8 of an inch per foot except as specified otherwise . Include floor plans, sectional views, wiring diagrams, and installation details of equipment; equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals, and indicate the internal wiring for each item of equipment and the interconnection between each item of equipment. Drawings shall indicate adequate clearance for operation, maintenance, and replacement of operating equipment devices. Where installation procedures or part of installation procedures are required to be in accordance with Manufacturer's instructions, submit printed copies of those instructions prior to installation. Installation of the item shall not proceed until Manufacturer's instructions are received. Failure to submit can be cause for rejection of the equipment or material. ride t,6� / Qwest FLUOR DANIEL TELECOM D. E. Certificates of Compliance 1. Reference Standards Compliance Operation and Maintenance Manuals 2. Independent Testing Organization Certificate Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Submit a certificate of compliance from Manufacturer for approval for products, finishes, and equipment, as specified in the technical sections whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance. The certificate shall identify Manufacturer, products, equipment or materials, and the referenced standard, and shall simply state that Manufacturer certifies that the product conforms to the requirements specified. a. The publications of the societies listed below form part of this specification. Each publication shall be the latest revision and addendum in effect on the date this specification is issued for construction unless noted otherwise. Except as modified by the requirements specified herein or the details of the drawings, Work included in this specification shall conform to the applicable provisions of these publications. b. Where equipment or materials are specified to conform to industry and technical society reference standards of organizations such as those in the following list, submit proof of such conformance: ANSI (American National Standards Institute) ASTM (American Society for Testing and Materials) NEMA (National Electrical Manufacturers Association) ASME (American Society of Mechanical Engineers) AGA (American Gas Association) ARI (American Refrigeration Institute) UL (Underwriters Laboratories) c. If an organization uses a label or listing to indicate compliance with a particular reference standard, the label or listing shall be acceptable evidence, unless otherwise specified in the individual sections. In lieu of the label or listing, submit a certificate from an independent testing organization that is competent to perform testing and is approved by the contracting officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods, and that the item complies with the specified organization's reference standard. Comply with the requirements in accordance with Manufacturers' instructions and Fluor Daniel's technical specifications. BASIC MECHANICAL MATERIALS AND METHODS 15050 -3 rill fArl Qwest FLUOR DANIEL TELECOM F. Operating Instructions Submit text of posted operating instructions for each system and principal item of equipment, as specified in the technical specifications. 1.4 Quality Assurance A. Material and Equipment Qualifications Provide materials and equipment that are standard products of Manufacturers regularly engaged in the manufacture of such products, which are of a similar material, design, and workmanship. Standard products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2 year use shall include applications of equipment and materials under similar circumstances, and of similar size. The product shall have been for sale on the commercial market through advertisements, Manufacturers' catalogs, or brochures during the 2 -year period. B. Alternative Qualifications Products having Tess than a 2 -year field service record shall be acceptable if a certified record of satisfactory field operation for no Tess than 6000 hours, exclusive of the manufacturer's factory or laboratory tests, can be shown. C. Service Support D. Manufacturer's Nameplate 1.5 Product Delivery And Handling BASIC MECHANICAL MATERIALS AND METHODS 15050 -4 Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 The equipment items shall be supported by service organizations. Submit a certified list of qualified permanent service organizations for support of the equipment, which includes their addresses and qualifications. These service organizations shall be reasonably convenient to the equipment installation and able to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract. Each item of equipment shall have a nameplate bearing Manufacturer's name, address, model number, and serial number securely affixed in a conspicuous place. The nameplate of the distributing agent shall not be acceptable. Handle, store, and protect equipment and materials to prevent damage before and during installation in accordance with Manufacturer's recommendations, and as approved by Owner's Representative. Replace damaged or defective items. ride !ke ' 1 4.• Qwest FLUOR DANIEL TELECOM 1.6 Posted Operating Instructions Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Provide for each system and principal item of equipment, as specified in the technical sections for the use of the operation and maintenance personnel. The operating instructions shall include the following: A. System Descriptive Information: Wiring diagrams, control diagrams, piping diagrams, control sequence, and operating points for each principal system and item of equipment. Post instructions where directed. B. Equipment Instructions: Attach to or post adjacent to each principal item of equipment, and include directions. 1. Startup, proper adjustment, operating, lubrication, and shutdown procedures. 2. Safety precautions, procedure in the event of equipment failure. 3. Other areas as recommended by Manufacturer of each system or item of equipment. Print or engrave, and frame under glass or in approved laminated plastic. Operating instructions exposed to the weather shall be made of weatherproof materials or enclosed to be weather protected. Operating instructions shall not fade when exposed to sunlight, and shall be secured to prevent easy removal or peeling. 1.7 Safety Requirements A. Equipment Safety Fully enclose or properly guard, in accordance with 29 CFR 1910.219, belts, pulleys, chains, gears, couplings, projecting setscrews, keys, rotating parts, and other power transmission apparatus located where persons can come in close proximity thereto. Points of operation, ingoing nip points, and machinery producing flying chips and sparks shall be guarded in accordance with the applicable portions of 29 CFR 1910 - SUBPART O. Provide positive means of locking out equipment so that equipment cannot be accidentally started during maintenance procedures. High temperature equipment and piping, so located as to endanger personnel or create a fire hazard, shall be properly guarded or covered with insulation of the type specified. Provide catwalks, maintenance platforms, and guardrails where required for safe operation and maintenance of equipment. Provide ladders or stairways to reach catwalks and maintenance platforms. Ensure that access openings leading to equipment are large enough to carry through routine maintenance items such as filters and tools. B. Warning Sign Provide a permanent placard or sign at the entrance to confined spaces contained in the equipment. The sign shall warn personnel not to enter the space until the atmosphere inside has been tested and systems have been de- energized. BASIC MECHANICAL MATERIALS AND METHODS 15050 -5 ride fie 1 Qwest FLUOR DANIEL TELECOM 1.8 Electrical Requirements 1.9 Seismic Restraints Instruction To Owner's Personnel BASIC MECHANICAL MATERIALS AND METHODS 15050 -6 Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 A. Provide electrical components of mechanical equipment and systems such as motors, controllers, contractors, and disconnects under HVAC Division Specifications, as specified herein, and as necessary for complete and operable systems. The component shall meet the minimum requirements as specified in Electrical Engineering Specifications and all additional requirements specified in the specifications covering the associated mechanical equipment. Extended voltage range motors shall not be permitted. Provide interconnecting wiring for components of packaged equipment as an integral part of the equipment. Motor control equipment forming part of motor control centers or switchgear assemblies, the conduit and wiring connecting such centers, assemblies, or other power sources to mechanical equipment shall conform to Electrical Engineering Division Specifications. B. Furnish motors, controllers, disconnects, and contactors with their respective pieces of equipment. Motors, controllers, disconnects, and contactors shall conform to, and have electrical connections provided under, Electrical Engineering Specifications. Furnish internal wiring for components of packaged equipment as an integral part of the equipment. Extended voltage range motors shall not be permitted. Controllers and contactors shall have a maximum of 120 volt control circuits, and shall have auxiliary contacts for use with the controls furnished. When motors and equipment furnished are larger than sizes indicated, the cost of additional electrical service and related work shall be included under the section that specified that motor or equipment. Power wiring and conduit for field installed equipment shall be provided under, and conform to, the requirements of Electrical Engineering Specifications Provide seismic restraints for ductwork and piping in accordance with SMACNA GFSR. For equipment seismic restraints, comply with HVAC Specification 15240. 1.10 Underground Storage Tank Systems For Hazardous Liquid And Materials Obtain construction permit, and perform tests and inspection in accordance with the regulations of the state and local jurisdiction. In case of conflicts in regulations, the local jurisdiction regulations shall govern. Obtain inspection and approval by the state and local jurisdiction in which underground storage tanks for hazardous liquid and materials are installed. When specified in other sections, furnish the services of competent instructors to give full instruction to the designated owner's personnel in the adjustment, operation, and maintenance, including pertinent safety requirements, of the specified equipment or system. Instructors shall be thoroughly familiar with all parts of the installation, and shall be trained in operating theory as well as practical operation and maintenance work. Instruction shall be given during the first regular work week after the equipment or system has been accepted and 1:222: Imo Qwest FLUOR DANIEL TELECOM turned over to Owner for regular operation. The number of mandays (8 hours per day) of instruction furnished shall be as specified in the individual section. When more than 4 mandays of instruction are specified, use approximately half of the time for classroom instruction. Use other time for instruction with the equipment or system. When significant changes or modifications in the equipment or system are made under the terms of the contract, provide additional instruction to acquaint the operating personnel with the changes or modifications. 2.0 PRODUCTS Not applicable. 3.0 EXECUTION 3.1 Factory Painting Of Equipment Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Factory applied painting of equipment shall be as specified herein and provided under each section. Manufacturer's standard factory painting systems may be provided subject to certification that the factory painting system applied shall withstand 125 hours in a salt spray fog test, except that equipment located outdoors shall withstand 500 hours in a salt spray fog test. Salt spray fog test shall be in accordance with ASTM B117. Immediately after completion of the test, the paint shall show no signs of blistering, wrinkling, or cracking, no loss of adhesion, and the specimen shall show no signs of rust creepage beyond 0.125 inch on either side of the scratch mark. The film thickness of the factory painting system applied on the equipment shall be no less than the film thickness used on the test specimen. If Manufacturer's standard factory painting system is being proposed for use in lieu of the shop painting systems, submit certifications that Manufacturer's standard factory painting system conforms to the heat- resistance requirement in addition to other certifications. 3.2 Field Painting As Required 3.3 Painting Of New Equipment Equipment painting, factory applied or shop applied, shall be as specified herein and provided under each individual specification. A. Factory Painting Systems Manufacturer's standard factory painting systems may be provided subject to certification that the factory painting system applied shall withstand 125 hours in a salt spray fog test, except that equipment located outdoors shall withstand 500 hours in a salt spray fog test. Salt spray fog test shall be in accordance with ASTM B117. Immediately after completion of the test, the paint shall show no signs of blistering, wrinkling, or cracking, no loss of adhesion, and the specimen shall show no signs of rust creepage beyond 0.125 inch on either side of the scratch mark. The film thickness BASIC MECHANICAL MATERIALS AND METHODS 15050-7 ridr tbr' I Qwest FLUOR DANIEL TELECOM B. Shop Painting Systems for Metal Surfaces 4.0 ATTACHMENTS Not applicable. 1. Temperatures Less Than 120 Degrees F 2. Temperatures Between 120 and 400 Degrees F 3. Temperatures Greater Than 400 Degrees F End of Section Client Name: Qwest Project Name: Seattle Transport Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 of the factory painting system applied on the equipment shall be no less than the film thickness used on the test specimen. If Manufacturer's standard factory painting system is being proposed for use in lieu of the shop painting systems, certifications that Manufacturer's standard factory painting system conforms to the heat - resistance requirement shall be submitted in addition to other certifications. Clean, pre- treat, prime, and paint metal surfaces; except aluminum surfaces shall not be painted. Apply coatings to clean dry surfaces. Clean the surfaces to remove dust, dirt, rust, oil, and grease by wire brushing and solvent degreasing prior to application of paint except metal surfaces subject to temperatures in excess of 120 degrees F, which shall be cleaned to bare metal. Where more than 1 coat of paint is specified, apply the second coat after the preceding coat is thoroughly dry. Lightly sand damaged painting and retouch before applying the succeeding coat. Color of finish coat shall be aluminum or light gray. Immediately after cleaning, the metal surfaces subject to temperatures less than 120 degrees F shall receive 1 coat of pretreatment primer applied to a minimum dry film thickness of 0.3 mil; 1 coat of primer applied to a minimum dry film thickness of 1 mil; and 2 coats of enamel applied to a minimum dry film thickness of 1 mil per coat. Metal surfaces subject to temperatures between 120 and 400 degrees F shall receive 2 coats of 400 degrees F heat - resisting enamel applied to a total minimum thickness of 2 mils. Metal surfaces subject to temperatures greater than 400 degrees F shall receive 2 coats of 600 degrees F heat - resisting paint applied to a total minimum dry film thickness of 2 mils. BASIC MECHANICAL MATERIALS AND METHODS 15050 -8 ride l.: i Qwest. FLUOR DANIEL TELECOM 1.0 GENERAL 1.1 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 SECTION 15240 MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL Summary A. Scope of Specification This specification, along with the drawings and the requirements of Specification 15010 General Requirements - Mechanical, prescribes the designing work of Mechanical Vibration and Isolation Control systems as applicable in Seismic Zone 4. B. Related Specifications The following specifications prescribe items of related Work: MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -1 Section 15010 — General Requirements - Mechanical Section 15050 - Mechanical Basic Materials and Methods Section 15240 - Mechanical Noise, Vibration, and Seismic Control Section 15300 - Fire Protection Suppression Systems Section 15400 - Plumbing Systems Section 15550 - Mechanical Pumps and Hydronic Systems Section 15502 — Air Conditioning Systems Section 15690 — HVAC Chillers Section 15980 - Mechanical Testing, Balancing and Adjusting Section 15995 - Mechanical Systems Start UP Coordinate Work prescribed by this specification with Work prescribed by the above listed specifications. ridr r�� �r Qwest FLUOR DANIEL TELECOM 1.2 Reference Standards and Codes Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Referenced publications within this specification shall be the latest revision unless otherwise specified; and applicable parts of the referenced publications shall become a part of this specification as if fully included. ANSI American National Standards Institute ASTM American Society of Testing and Materials ARI American Rating Institute SMACNA Society of Mechanical and Air Conditioning Contractors 1.3 System Description The Mechanical Vibration and Isolation shall meet all the requirements of this Specification. A. Definitions 1. Decibels dB: Measure of sound level. Decibels are referenced to either 20 uPa for sound pressure levels or one pW for sound power levels. dBA is the overall "A" weighted sound level. 2. Machinery: The vibration or noise producing equipment that must be isolated. 3. Manufacturer: The fabricator or supplier of vibration isolation or seismic protection materials and equipment. For mechanical equipment and machinery the term Machinery Manufacturer will be used. 4. Micropascal uPa: 10 to the minus 6 power newtons per square meter. 5. Picowatt pW: 10 to the minus 12 power watts. B. Machinery Vibration Criteria Provide vibration isolators for mechanical and electrical machinery and associated piping and ductwork, to minimize transmission of vibrations and structure borne noise to the building structure or spaces, or from the building structure to the machinery. Comply with the vibration schedule shown in Attachment 01, Table 1. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -2 Qwest FLUOR DANIEL TELECOM C. Machinery Airborne Sound Level Criteria 1. Basic Criteria 2. Sound Data Schedule Sample Refer to Attachment 01, Table 2. 3. Seismic Protection Criteria 4. Welding 1.4 Submittals Submit the following: A. Design Data 1. Inertia bases. 2. Machinery bases. 3. Platforms. 4. Rails. 5. Saddles. For each piece of machinery in the human work environment, do not exceed the maximum airborne sound levels, 84 dB A- weighted scale, continuous or intermittent, or 140 dB peak sound pressure level, impact or impulse noise. Use a Horizontal Force Factor of minimum 100 per cent of the machinery weight considered passing through the machinery center of gravity in any horizontal direction. Unless vibration isolation is required to protect machinery against unacceptable structure transmitted noise or vibration, protect the structure or machinery from earthquakes by rigid, structurally sound attachment to the load supporting structure. Protect each piece of vibration isolated machinery with protected spring isolators or separate seismic restraint devices. Determine by calculations the number and size of seismic restraints needed for each item of machinery. Verify seismic restraint Vendor's calculations through a registered professional engineer. Provide seismic snubbers and protected spring isolators rated in 3 principle axes. Verify ratings by independent laboratory testing, by analysis of an independent licensed structural engineer. AWS (American Welding Society) D1.1. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -3 Client Naine: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Qwest FLUOR DANIEL TELECOM B. 6. Each item of machinery. 7. Each item of machinery over 300 pounds. 8. Submit design calculations for inertia bases, machinery bases, platforms, rails, and saddles, either by Machinery Manufacturer for the recommended machinery mounting, or by vibration isolation Equipment Manufacturer. For each item of machinery, compare spring static deflections with the specified minimum static deflection, to show that the calculated spring static deflections are not less than the minimum static deflections specified. Rated spring static deflections are not acceptable in lieu of calculated spring static deflections. When seismic protection is required, substantiating calculations are required. For machinery items over 300 pounds, provide calculations for shear, pull -up, primary overturning, and secondary overturning. Manufacturer's Catalog Data 1. n , LLr •,a• i f.i(:w...•a:Y Y.�,;y :• Isolators Flexible connectors Flexible duct connectors Pipe guides Seismic snubbers Vertical stops Thrust restraints Inertia bases Equipment bases Machinery foundations and sub -bases Platforms Rails Saddles Machinery Manufacturer's sound data MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -4 Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 For each type and size of spring isolator, submit the spring outside diameter, deflection, operating spring height, unloaded spring height, solid spring height, the ratio of the outside diameter to the operating spring height, the load to deflection ratio of the springs, and weight and sizes of structural steel members. For each piece of indicated machinery to be vibration isolated, the calculated sound power test data or sound pressure test data as levels in dB in the eight octave bands between 63 and 8000 Hz, refer sound power levels to one pW and sound pressure levels to 20 uPa. Submit the overall A weighted scale sound pressure level in dB. Submit the standard test procedure used to obtain the sound power or pressure data for the applicable vibration isolation equipment size: ride fl��/ Qwest. FLUOR DANIEL TELECOM C. Drawings 1. Inertia bases. 2. Machinery bases. 3. Platforms. 4. Rails. 5. Saddles. D. Manufacturer's Instructions 1. Vibration and noise isolation components. 2. Seismic protection components. E. Certificates of Compliance 1. Neoprene. 2. Flexible pipe and duct connectors. F. Field Test Reports 1.5 Quality Assurance 1. The Seismic Protection Rating: Submit in three principal axes certified by an independent laboratory or analyzed by an independent licensed Structural Engineer: Seismic snubbers and protected spring isolators Equipment vibration tests Equipment sound level tests A. Vibration Isolator Procurement For each piece of machinery to be isolated from vibration, supply the inertia base, machinery base, platform, rails, saddles, vibration isolators, seismic snubbers, and other associated materials and equipment as a coordinated package by a single Manufacturer or by the machinery Manufacturer. Select isolators that provide uniform deflection even when machinery weight is not evenly distributed. This requirement does not include the flexible connectors or the hangers for the associated piping and ductwork. B. Unitized Machinery Assemblies Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Mounting of unitized assemblies directly on vibration isolation springs is acceptable if Machinery Manufacturer certifies that the end supports of the assemblies have been designed for such installation. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -5 Qwest FLUOR DANIEL TELECOM 2.0 PRODUCTS INIMMEINSIMINIV rile t/r I;t ANN 2.1 General 2.2 Equipment A. Floor Mounted Isolators 1. Neoprene Isolation Pads 2. Neoprene Isolators 1. Springs 2. Mounting and Adjustment Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Exact mounting sizes, dimensions, and quantity of isolators and static deflection required shall be determined by Isolator Manufacturer based upon equipment that shall be furnished and installed by Contractor under this Contract. Products in this section shall comply with the requirements for application in Seismic Zone 4 Provide pads at least 1/4 of an inch thick with cross ribbed or waffle design. For concentrated loads, provide steel bearing plates, bonded or cold cemented to the pads. Provide molded neoprene isolators having steel base plates with mounting holes and, at the top, steel mounting plates with mounting holes or threaded inserts. Provide elements of type and size coded with molded letters, or color coded for capacity identification. Embed metal parts completely in neoprene. B. Spring Isolators and Protected Spring Isolators Provide spring isolators or protected spring isolators that are adjustable and laterally stable with free standing springs of horizontal stiffness minimum 80 percent of the vertical (axial) stiffness. For machine attached and floor attached restraining elements, separate from metal to metal contact by neoprene cushions 1/8 of an inch thick minimum. Provide neoprene acoustic friction pads at least 1/4 of an inch thick. Provide springs with base and compression plates to keep spring ends parallel during and after deflection to operating height. Provide outside coil diameters at least 0.8 of the operating height. At operating height, springs shall have additional travel to complete (solid) compression equal to at least 50 percent of the operating deflection. Provide base and compression plates with mounting holes or threaded fittings. Bolt leveling adjustment bolts to machinery or base. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -6 rid: 141 Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. Suspension Isolators Provide hangers with suspension isolators encased in open steel brackets. Isolate hanger rods from isolator steel brackets with neoprene lined opening. 1. Suspension Neoprene Isolators Provide double - deflection elements with minimum 3/8 of an inch deflection. 2. Suspension Spring Isolators Provide hangers with springs and molded neoprene elements in series. Provide isolators with adjustable spring pre- loading devices where required to maintain constant pipe elevations during installation and when pipe operational loads are transferred to the springs. D. Steel Equipment Based, Platforms, Rails, and Saddles ASTM (American Society for Testing and Materials) A36/A36M and AISC (American Institute for Steel Construction) M011. E. Inertia Bases ASTM A36/A36M steel, ASTM C94 2500 psi concrete. F. Flexible Connection for Piping Straight or elbow flexible connectors rated for temperatures, pressures, and fluids to be conveyed. Provide flexible connectors with a strength of 4 times operating pressure at highest system operating temperature. Provide elbow flexible connectors with a permanently set angle. 1. Elastomeric Flexible Connectors Fabricated of multiple plies of tire cord fabric and elastomeric materials, with integral reinforced elastomeric flanges with galvanized malleable iron back up rings. 2. Metal Flexible Connectors Fabricated of Grade E phosphor bronze, monel, or corrugated stainless steel tube covered with comparable bronze or stainless steel braid restraining and pressure cover. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -7 r.2112toiliftl Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 G. Flexible Duct Connection Provide flexible duct connectors fabricated in accordance with SMACNA (Sheet Metal and Air Conditioning Contractors National Association) APIDC. H. Seismic Snubbers for Equipment Factory fabricated, omni - directional with factory set air gaps between 1/8 of an inch minimum and 1/4 of an inch maximum. Load capacity of each snubber at 50 percent neoprene element deflection shall be 1.0g minimum. Provide replaceable neoprene elements 1/4 of an inch minimum thickness. I. Pipe Guides Factory fabricated. Weld steel bar guides to the pipe at a maximum radial spacing of 60 degrees. The outside diameter around the guide bars shall be smaller than the inside diameter of the guide sleeve, in accordance with standard field construction practice. For pipe temperatures below 60 degrees F, provide metal sleeve, minimum one pound per cubic foot density insulation. J. Thrust Restraints Adjustable spring thrust restraints, able to resist the thrust force with at least 25 percent unused capacity. The operating spring deflection shall be not less than 50 percent of the static deflection of the isolation supporting the machinery. K. Seismic Restraints for Piping and Ductwork Specification 15010. L. Corrosion Protection for Steel Parts ASTM A123 hot - dipped galvanized, or equivalent Manufacturer standard coatings. Where steel parts are exposed to the weather, provide galvanized coating of at least 2 ounces of zinc per square foot of surface. Coat springs with neoprene. M. Neoprene ASTM D471 and ASTM D2240, Grade Durometer 40, 50, or 60, and oil resistant. 2.3 Inspection And Tests A. Field Inspections Prior to initial operation, inspect the vibration isolators and seismic snubbers for conformance to drawings, specifications, and Manufacturer's data and instructions. Check for vibration and noise transmission through connections, piping, ductwork, foundations, and walls. Check connector MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -8 ridgy fb� f Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 alignment before and after filling of system, and during operation. Correct misalignment without damage to connector, and in accordance with Manufacturer's recommendations. B. Spring Isolator Inspection After installation of spring isolators, or protected spring isolators and seismic restraint devices, the machinery shall rock freely on its spring isolators within limits of stops or seismic restraint devices. Eliminate or correct interferences. C. Tests Adjust, repair, or replace isolators as required to reduce vibration and noise transmissions to specified levels. 1. Vibration Tests Perform vibration tests to determine conformance with vibration isolation specified/ indicated. 2. Sound Level Tests Measure continuous or intermittent steady state noise with a sound level meter set for low response. Measure impact or impulse noise as dB peak sound pressure level (20 uPa) with an impact noise analyzer. Measure work distance from person to machinery noise center. Perform sound level tests to determine conformance with sound level schedule specified/ indicated. a. Interior Machinery Sound In accordance with ARI (Air Conditioning and Refrigeration Institute) 575, measure the sound data for air conditioning and refrigeration machinery such as fans, boilers, valves, engines, turbines, or transformers. Measure the sound pressure levels around mechanical and electrical machinery located in equipment spaces 3 feet horizontally from the edge closest to the acoustical center of the machinery at points 3 feet and 5.5 feet above floor. Take measurements at the center of each side of the machinery. Locate the microphone at least 3 feet from the observer and measuring instruments. Observer shall not be between the machinery and the measuring instrument. b. Exterior Machinery Sound Measure sound data in accordance with ARI 370 for machinery radiating noise outside the building in such applications as grade installations, area ways, wall and roof installations for cooling towers, refrigerant condensers, engine driven generator sets, fans, air conditioning MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240-9 ride Iht. Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport /Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 machinery, heat pumps, evaporative coolers, exhaust silencers, and air intakes. 3.0 EXECUTION 3.1 Installation A. Vibration and Noise Isolation Install vibration and noise isolation materials and equipment as indicated, and in accordance with Machinery Manufacturer's instructions. B. Suspension Vibration Isolators Provide suspension isolation hangers for piping, suspended equipment, and suspended equipment platforms in mechanical equipment rooms, as indicated and as specified. For operating load static deflections of 1/4 of an inch or less, provide neoprene pads or single deflection neoprene isolators. For operating load static deflections over 5/16 to 3/8 of an inch, provide double deflection neoprene element isolators. For operating load static deflections over 3/8 of an inch, provide isolators with spring and neoprene elements in series. C. Vertical Stops For machinery affected by wind pressure or having an operational weight different from installed weight, provide resilient vertical limit stops which prevent spring extension when weight is removed. Provide vertical stops for machinery containing liquid, such as water chillers, evaporative coolers, boilers, and cooling towers. Spring isolated or protected spring isolated machinery must rock and move freely within limits of stops or seismic restraint devices. D. Thrust Restraints Where required, provide pairs of thrust restraints symmetrically installed on both sides of the steady state line of thrust. E. Flexible Pipe and Duct Connectors Install flexible connectors in accordance with Manufacturer's instructions. When liquid pulsation dampening is required, flexible connectors with spherical configuration may be used. Provide restraints for pipe connectors at pumps to prevent connector failure upon pump startup. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -10 rids l�fs ' 4l nr Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 F. Seismic Snubbers Provide snubbers as close as possible to each vibration isolator, as indicated. After installing and leveling of the machinery, adjust snubbers in accordance with Snubber Manufacturer's instructions. G. Machinery Provide vibration isolators, flexible connectors and seismic snubbers in accordance with Manufacturer's recommendations. Machinery with spring isolators or protected spring isolators shall rock or move freely within limits of stops or seismic snubber restraints. 1. Stability Isolators shall be stable during starting and stopping of machinery, without traverse and eccentric movement of machinery that would damage or adversely affect the machinery or attachments. 2. Lateral Motion The installed vibration isolation system for each piece of floor or ceiling mounted machinery shall have a maximum lateral motion, under machinery start up and shut down conditions, of not more than 1/4 of an inch. Restrain motions in excess with approved spring mountings. 3. Unbalanced Machinery Provide foundation suspension systems specifically designed to resist horizontal forces for machinery with large unbalanced horizontal forces. Vibration isolator systems shall conform to the machinery manufacturer's recommendations. 4. Non - rotating Machinery Mount non - rotating machinery in systems which include rotating or vibrating machinery on isolators having the same deflection as the hangers and supports for the pipe to which connected. 5. Unitized Machinery Assemblies Unitized assemblies such as chillers with evaporator and condenser, and top mounted centrifugal compressor or unitized absorption refrigeration machines, structurally designed with end supports, may be mounted on steel rails and springs in lieu of steel bases and springs. Where the slab or deck is less than 4 inches thick, provide spring isolation units with the deflection double that of the vibration isolation schedule, up to a maximum static deflection of 5 inches. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -11 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 6. Roof and Upper Floor Mounted Machinery On the roof or upper floors, mount machinery on isolators with vertical stops. Rest isolators on beams or structures designed and installed in accordance with the SMACNA ASMM, Plate 61. H. Piping Provide vibration isolation for piping . The isolator deflections shall be equal to or greater than the static deflection of the vibration isolators provided for the connected machinery, as follows: 1. Piping Connected to Vibration Isolated Machinery For a distance of 50 feet or 50 pipe diameters, whichever is greater. 3. Steam Pressure Reducing Valves Connected piping for a distance of 50 feet or 50 pipe diameters, whichever is greater. 4. Condenser Water For the full length of the piping. 5. Chilled, Hot, and Dual Temperature Piping For risers from pumps and for the first 20 feet of the branch connection of the main supply and return piping at each floor. Water and Steam Distribution Piping Application Resiliently support piping with combination spring and neoprene isolation hangers. Provide spring elements with 5/8 of an inch static deflection; install the hanger with spacing so that the first harmonic natural frequency is not less than 360 Hz. Provide double- deflection neoprene elements. For the first two isolation hangers from the rotating equipment of 3 -1/2 inch and smaller piping systems, ensure a deflection equal to the equipment isolation static deflection. For the first four piping isolation hanger supports from rotating equipment of 4 inch and larger piping systems, use resilient hanger rod isolators at a fixed elevation, regardless of load changes. Incorporate an adjustable pre - loading device to transfer the load to the spring element within the hanger mounting after the piping system has been filled with water. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -12 ride lb: ' 1 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 J. Hanger and Support Installation 1. Pipe Hangers Provide eye bolts or swivel joints for pipe hangers to permit pipe thermal or mechanical movement without angular misalignment of hanger vibration isolator. 2. High Temperatures 3. Where neoprene elements of vibration isolator may be subjected to high pipe temperatures above 160 degrees F, provide metal heat shields or thermal isolators. Valves Provide vibration isolation hangers and supports at modulating, pressure reducing, or control valves which shall induce fluid pulsations. When required or indicated, isolate valves with flexible connectors. 4. Machinery Without Flexible Connections When piping is not connected to vibrating machinery with flexible connectors, provide the first four hangers with isolation elements designed for deflections equal to equipment vibration isolator deflections (including static, operating, and startup). 5. Twelve Inch and Larger Pipe Suspend 12 inch and larger pipe vibration hangers from resilient hanger rod isolators. Resilient hanger rod isolators shall be capable of supporting pipe during installation at a fixed elevation, regardless of load changes. Provide an adjustable pre - loading device to transfer the load to isolation element after operational load is applied. Provide 12 inch and larger pipe supports with unrestrained stable springs for 1 -inch deflection, and with built -in leveling device and resilient vertical limit stops to prevent spring elongation when partial load is removed. Provide isolators capable of providing rigid anchoring during erection of piping so that it can be erected at a fixed elevation. 6. Pipe Risers Provide pipe riser supports with bearing plates and two layers of 1/4 of an inch thick ribbed or waffled neoprene pad, loaded to not more than 50 psi. Separate isolation pads with 1/4 of an inch steel plate. Weld pipe riser clamps at anchor points to the pipe and to pairs of vertical acoustical pipe anchor mountings, which shall be rigidly fastened to the steel framing. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -13 rids rAr ' ir Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 7. Supports at Base of Pipe Risers Piping isolation supports at the base of risers shall be two layers of 1/2 of an inch thick, heavy -duty neoprene pad separated by 1/4 of an inch thick steel plate. Use bearing plates sized to provide a pad loading of not more than 500 psi. Weld the stanchion between the pipe and isolation support to the pipe, and weld or bolt to the isolation support. Bolt isolation support to the floor slab with resilient sleeves and washers. Where supplementary steel is required to support piping, provide a maximum deflection of 0.08 inches at the mid span of this steel under the load. Rigidly support piping from the supplementary steel with the supplementary steel isolated from the building structure with isolators. 8. Pipe Anchors Attach each end of the pipe anchor to an omni- directional pipe isolator which in turn shall be rigidly fastened to the steel framing or structural concrete. Provide a telescoping pipe isolator of 2 sizes of steel tubing, separated by a minimum 1/2 of an inch thick pad of heavy -duty neoprene, or heavy -duty neoprene and canvas. Provide vertical restraints by similar material to prevent vertical travel in either direction. The load on the isolation material shall not exceed 500 psi. K. Ductwork Hanger and Support Installation Provide ductwork with vibration isolation hangers and supports where required or indicated. Connect ductwork to equipment with flexible duct connectors. Segment ductwork with flexible duct connectors. 1. Duct Risers Provide duct riser supports within shafts with suitable bearing plates and two layers of 1/4 of an inch thick ribbed or waffled neoprene pad, loaded to not more than 50 psi. Separate isolation pads with 1/4 of an inch steel plate. 2. Supports at Base of Duct Risers For duct isolation supports at the base of risers, provide two layers of 1/2 of an inch thick heavy -duty neoprene pad, separated by 1/4 of an inch thick steel plate. Use bearing plates sized to provide a pad loading of not more than 500 psi. Weld the stanchion between the duct and isolation support to the pipe, and weld or bolt to the isolation support. Bolt isolation support to the floor slab with resilient sleeves and washers. Where supplementary steel is required to support ducts, provide a maximum deflection of 1/4 of an inch at the midspan of this steel under the supported load. Rigidly support duct from the supplementary steel and the supplementary steel isolators. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -14 ri0r fir ?l Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3. Duct Anchors Attach each end of the duct anchor to an omni - directional isolator which in turn shall be rigidly fastened to the steel framing or structural concrete, as indicated. Vertical restraints shall be provided by similar material arranged to prevent vertical travel in either direction. The load on the isolation material shall not exceed 500 psi. L. Equipment Room Sound Isolation Do not allow direct contact between pipe or ducts and walls, floor slabs, roofs, ceilings, or partitions of equipment rooms. 1. Pipe Penetrations Provide galvanized Schedule 40 pipe sleeves, and tightly pack annular space between sleeves and pipe with insulation having a flame spread rating not more than 25, and a smoke developed rating not more than 50, when tested in accordance with ASTM E84, maximum effective temperature 1000 degrees F, bulk density 6 pounds /cu. ft. minimum. Provide un- insulated pipe with a one inch thick mineral fiber sleeve the full length of the penetration, and seal each end with an interior or exterior and weather resistant (as applicable) non - hardening compound. Provide sealant and mineral fiber sleeve of a flame spread rating not more than 25, and a smoke developed rating not more than 50, when tested in accordance with ASTM E84. 2. Duct Penetrations Pack openings around ducts with mineral fiber insulation for the full length of the penetration, having a flame spread rating not more than 25, and a smoke developed rating not more than 50, when tested in accordance with ASTM E84. At each end of duct opening, provide sealing collars and seal with an interior or exterior and weather resistant non - hardening compound. 3. Ducts Passing Through Equipment Rooms Provide with sound insulation equal to the sound attenuation value of the wall, floor, or ceiling penetrated. M. Machinery Foundations and Sub -bases Provide cast in place anchor bolts as recommended by Machinery Manufacturer. 1. Machinery Sub -bases Provide concrete sub -bases at least 4 inches high for floor mounted equipment. Rest sub -bases on structural floor, and reinforce with steel rods MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -15 ride tle f Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 •Rev 0 interconnected with floor reinforcing bars by tie bars hooked at both ends. Provide at least 2 inches of clearance between sub -bases and inertia bases, steel bases, and steel saddles with machinery in operation. 2. Common Machinery Foundations Mount electrical motors on the same foundations as driven machinery. Support connections, strainers, valves, and risers on the same foundation as the pumps. 3. Foundation and Sub -base Concrete Cast concrete foundations and sub -bases of ASTM C94 2500 psi concrete reinforced with steel bars, as indicated or recommended by Machinery Manufacturer. 4. Anchor Bolts and Grout Secure machinery to foundations and inertia bases with anchor bolts. Grout equipment with baseplates for the full area under baseplates with premixed non - shrinking grout. After grout has set, remove wedges, shims, and jack bolts, and fill spaces with grout. N. Inertia Bases Install inertia bases in accordance with the recommendations of machinery Manufacturer or inertia base Manufacturer, as applicable. 0. Seismic Restraints for Piping and Ductwork Provide seismic restraints in accordance with SMACNA GFSR. P. Suspended Machinery Platforms Provide with vibration isolation hangers. Q. Electrical Connections Provide flexible conduit or multiple conductor cable connections for machinery with sufficient extra length to permit 2 -inch minimum displacement in any direction without damage. R. Systems Not To Be Vibration Isolated Do not provide vibration isolation for electrical raceways and conduits, or for fire protection, storm, sanitary, and domestic water piping systems which do not include pumps or other vibrating, rotating, or pulsating equipment, including control and pressure reducing valves. MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -16 rids tit Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3.2 Field Quality Control Provide equipment and apparatus required for performing inspections and tests. Notify Owner's Representative 5 days prior to machinery sound, vibration, and seismic testing. Rebalance, adjust, or replace machinery with noise or vibration levels in excess of those given in the machinery specifications or Machinery Manufacturer's data. 3.3 Training Provide service of Manufacturers' technical representative for enough hours to instruct personnel in installation and maintenance. 4.0 ATTACHMENTS Attachment 01: Vibration And Sound Data Criteria End of Section MECHANICAL NOISE, VIBRATION AND SEISMIC CONTROL 15240 -17 ride the Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 SECTION 15300 WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 1.0 GENERAL 1.1 Description A. The work includes the design and procurement of all materials, furnishing of all labor, fabrication and installation for an automatic wet pipe and pre - action fire suppression sprinkler system acceptable to the Authority Having Jurisdiction (AHJ) and in accordance with the standards set forth in this specification. B. Background Information 1. The existing building is equipped with a grid piping wet fire sprinkler system. Several risers serve the building and are located in existing fire sprinkler riser closets. The previous occupancy was an assembly occupancy. The fire protection drawings indicate existing riser data on the riser detail, to be verified by this contractor. The roof is at approximately 35' AFF, and most of the buiolding is served by roof level heads only. In the area of this building alteration project, there are existing sprinkler heads which are fed from the upper level gridded piping system. The existing piping and sprinklers serving the ceiling will be demolished as indicated on the drawings. 1.2 Work Included A. Work to be performed by the Contractor includes, but is not necessarily limited to, providing the following as specified herein and as shown on Contract drawings: 1. Design (including hydraulic calculations) and installation of systems and modifying wet pipe system to pre- action system in accordance with NFPA 13, 70, 72 and local code requirements. 2. Construction drawings to be submitted to and approved by AHJ and all other required codes, agencies, including permit to construct. 3. Providing for installation of water flow and supervisory devices required. 4. Installation including providing all materials and labor. 5. Interposing control connections and coordination with other trades. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -1 rj.t2./...p011 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 6. Sprinkler piping, sprinkler heads, fire department pumper connections, valves, fire detection system and necessary accessories for complete systems. 7. System drain piping and connections to points of termination. 8. Hangers, supports, sleeves and necessary accessories for piping systems. 9. Access doors and panels as specified and /or required. 10. All penetrations through floors, walls, and ceilings as necessary. 11. Modifying existing riser to wet pipe and Pre- action sprinkler system risers and confirming adequacy of new flow and pressure for the new systems. 12. System testing and inspection. 13. License and permits as required. 14. As -built drawings. 1.3 Related Work Not Included A. The following is related work not included as part of this specification but shown elsewhere: I. Electrical wiring for remote alarm systems. 1.4 Reference Codes and Standards A. Whenever, in this specification, references are made to published specifications or standards, it shall be understood that the latest published editions (unless otherwise specified) by the respective issuing agencies shall apply, except to the extent that they may be in conflict with applicable laws, ordinances or governing codes. 1. Codes: a) Local Building Code. b) 1994 Uniform Building Code (UBC), Chapter 39 c) State regulation. 2. National Fire Protection Association (NFPA) Standards: WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -2 rile Iii ' it Qwest. FLUOR DANIEL TELECOM , .c Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 a) NFPA 13, Standard for the Installation of Sprinkler Systems. b) NFPA 70, "National Electrical Code ". c) NFPA 72, Fire Alarm Code. 3. UL Compliance: a) Provide fire protection products in accordance with UL standards; provide UL label on each product. 4. FM Standard Compliance: a) Provide fire protection products and installations in accordance with FM standards; provide FM label on each product. 5. Materials and Components References a) American Society of Testing Materials (ASTM) 1) ASTM A795Pipe, steel, black hot dipped zinc coated (galvanized) welded and seamless for fire protection use. 2) ASTM A234- 92Pipe fittings of wrought carbon steel and alloy steel for moderate and elevated temperatures. 3) ASTM A536- 84Standard specification for ductile iron casting. 4) ASTM A47- 90Malleable iron casting 5) ASTM A53Pipe, steel, black and hot - dipped zinc coated, welded and seamless. 6) ASTM B62- 90Standard specification for composition bronze or ounce metal casting. 7) ASTM A 126Gray iron castings for valves, flanges, and pipe fittings. 8) ASTM B371- 92Standard specification for copper- zinc - silicon alloy rod. b) American National Standards Institute (ANSI) 1) ANSI B16.4Cast iron threaded fittings classes 125 lb and 250 Ib. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -3 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2) ANSI B1.20.1- 83Pipe threads, general purpose 3) ANSI B16.3- 85Malleable iron threaded fittings classes 1501b and 300 Ib. 4) ANSI B16.1- 89Cast iron pipe flanges and flanged fittings. 5) ANSI B 16.10- 86Face -to -face and end -to -end dimensions of valves. c) American Society of Mechanical Engineers (ASME) 1) Pressure Boiler and Pressure Vessel Code, Section II, Part C. d) National Electrical Manufacturer's Association (NEMA) 1) Underwriter's Laboratory Approval 1.5 Design A. Complete double- interlock pre- action automatic sprinkler system, including modifications to the existing wet pipe sprinkler system as needed for code compliance in areas shown on drawings. Areas of work and type of system are indicated on the drawings. B. The existing fire protection systems as shown on the fire protection drawings, is to be converted to a double - interlock pre- action system — gridded system must be broken, since code does not allow gridded double - interlock preaction systems. No areas shall be left unprotected as a result of this tenant improvement. The system shall conform to NFPA 13. Furnish additional heads for coordinated ceiling pattern, even though number of heads may exceed minimum code specifications. C. The sprinkler system shall be hydraulically designed as scheduled on the drawings and classification in accordance with NFPA 13. 1. Provide separate sprinkler system zones as indicated on the drawings. Each zone will be provided with a water flow alarm or pressure switch with signals transmitted to the main fire alarm panel. D. Water supply: 1. Verify flow rates and pressures and size of existing riser to accommodate new system prior to commencing system design. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -4 ride lie Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2. Promptly notify Architect/ Engineer of any discrepancies in building water supply main (s) sizing. E. Coordinate the system design with the Architectural, Mechanical and Electrical Contract Drawings, as applicable. F. Sprinkler system drawings shall bear the stamp and signature of a licensed contractor as required by the AHJ. G. The actuation of system shall be accomplished by heat sensors. The trouble alarm shall be provided from individual signal such as signal from cross zone detector system ( one detector or both detectors if applicable) or loss of air in piping system. H. The pre - action sprinkler system panel and components shall be capable to support double and single interlock type system. 1. The pre- action actuation panel shall be mounted in the control room or located as directed by Owner's representative. J. All the wiring, panel and all required components for the system shall be provided by the contractor. K. The fire alarm and detection system shall be modified to accommodate the new layout. All fire detection and alarm systems shall provide local alarm and remote alarm as required. The modifications of existing fire alarm system shall be done in accordance with the NFPA 72. 1.6 Quality Assurance A. Qualifications of installers: 1. The Contractor performing this work shall be duly licensed and regularly engaged in the installation of automatic fire sprinkler including fire alarm and detection equipment as listed by Underwriters Laboratories (UL), Factory Mutual (FM), or other nationally recognized testing laboratories. 2. Use sufficient journeyman pipefitters and competent supervisors experienced in fire sprinkler system fabrication in the execution of this work to ensure proper and adequate installation throughout. B. Materials Conformance 1. All materials shall comply with section 1,4 of this specification. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -5 r,i, Iir11/jl IWO Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.7 C. Systems Design Standards: D. Design of all systems shall conform to section 1.6 of this specification. 2. Product Packaging, Shipping, Storage, and Handling General: 1. Use all means necessary to protect fire sprinkler system materials before, during and after installation and to protect the installed work of all other trades. 2. In the event of damage, immediately make all repairs and replacements necessary to the systems of this specification and all affected other work at no additional cost to the Owner. Damaged materials shall be removed from the jobsite. Submittals A. At time of bid submit: 1. A certified statement of intent of compliance of all proposed systems to Section 1.6 "Quality Assurance" of this specification executed by an officer of the Contractor proposing this work. 2. Copy of license per section 1.6.A.1 of this specification. B. Within 15 calendar days after award of Contract and before any fire sprinkler system materials are delivered to the job site, the contractor shall submit drawings and data as follows: 1. Shop drawings: a) Submit complete Shop Drawings to Fluor Daniel and AHJ for review and approval for permitting of all work of this specification. b) Upon request, Architect/ Engineer will furnish, without charge to the Contractor, one set of reproducible transparencies of those drawings included in the Contract Documents which may be suitable for use in preparation of Shop Drawings. c) Shop Drawings shall be submitted in the form of reproducible transparencies of sufficient quality to assure legible copies and shall delineate by means of plan and elevation views, cross sections and details, the complete sprinkler WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -6 ride Iir •s Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 system including the relationship of all other overhead items including air conditioning duct work and diffusers, piping, lighting fixtures, structural members and all other items and data required to be shown by the AHJ and Fire Prevention Bureau. d) All drawings and complete system hydraulic calculations shall be reviewed and accepted by the jurisdictional fire department, building department fire Marshall, as applicable, prior to submitting to the Engineer. Indication of review and acceptance by all agencies, as appropriate, shall be certified by name of reviewer, agency, and date affixed to the plans or reproducible submitted to the Engineer. None will be accepted nor reviewed until compliance with these terms has been established. 2. Material and equipment data for all items to be incorporated in the work, including manufacturer's catalog cuts, specifications, performance characteristics and other descriptive data in sufficient detail to verify compliance with contract requirements. C. Copy of the as -built drawings completely delineating all parts of the work as constructed within 15 days after completion of construction. D. Submit maintenance testing instructions within 15 days after completion of construction. 2.0 PRODUCTS 2.1 General A. All products shall be new and conform to the standards of quality of the agencies having jurisdiction. 2.2 Basic Pipes and Pipe Fittings A. Pipe: Schedule 40 black and hot - dipped zinc coated (galvanized) steel as listed in section 1.5.A 2, 5 and as follows: B. Fittings 1. Cast -Iron Threaded Fittings: ANSI B16.4, Class 125, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20.1. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -7 riir fir if Qwest. FLUOR DANIEL TELECOM it 71J Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2. Malleable -Iron Threaded Fittings: ANSI B16.3, Class 150, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20.1. 3. Steel Fittings: ASTM A 234, seamless or welded, for welded joints. 4. Grooved Mechanical Fittings: ASTM A 536, Grade 65 -45 -12 ductile iron; ASTM A 47 Grade 32510 malleable iron; or ASTM A53, Type F or Types E or S, Grade B fabricated steel fittings with grooves or shoulders designed to accept grooved end couplings. 5. Grooved Mechanical Couplings: Consist of ductile or malleable iron housing, a synthetic rubber gasket of a central cavity pressure - responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll - grooved pipe and fittings. 6. Cast -Iron Threaded Flanges: ANSI B16.1, Class 125; raised ground face, bolt holes spot faced. C. Joining Materials 1. Welding Materials: Comply, with Section II, PART C, ASME Boiler and Pressure Vessel Code for welding materials appropriate for the wall thickness and chemical analysis of the pipe being welded. 2. Gasket Materials: Thickness, material, and type suitable for fluid or gas to be handled at design temperatures and pressures required. 2.3 Basic Piping Specialties A. General: Provide piping specialties in accordance with the following listing: 1. Pipe escutcheons: Wall plates or escutcheons shall be chrome plated, either solid or split pattern and of a size to conceal sleeve and opening. 2. Dielectric unions. 3. Pipe sleeves. 4. Sleeve seals. 5. Fire Barrier Penetration Seals. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -8 rile tip 'jIt +s Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2.4 Basic Supports and Anchors A. Provide all necessary FM approved hangers, supports, sway bracing, clamps and rods for properly supporting piping, all in strict accordance with NFPA 13. accordance with the following listing: 1. Adjustable steel clevis hangers, adjustable steel band hangers, or adjustable band hangers, for horizontal - piping hangers and supports. 2. Two -bolt riser clamps for vertical piping supports. 3. Steel turnbuckles and malleable iron sockets for hanger -rod attachments. 4. Concrete inserts, top -beam C- clamps, side beam or channel clamps or center beam clamps for building attachments. 2.5 Valves A. Provide valves in accordance with the following listing: 1. Gate Valves a) Provide gate OS &Y valves designed for repacking under pressure when fully opened, equipped with packing suitable for the specified service. When the valves are fully opened, the back seat shall protect the packing and the stem threads from the fluid. All gate valves shall have a gland follower. The pressure- temperature rating of valves shall be not less than the design criteria specified for all components of the system. b) Bronze valves with the basic saturated steam rating of 125 psi or 150 psi shall have pressure containing parts of a material having at least the physical properties of ASTM Specification B -62. Check and gate valves with a basic rating of 150 or 300 psi. Bronze valves 2 in. and less shall be rising stem and union bonnet. c) Pressure containing parts of iron body valves shall conform to ASTM Specification A -126, Grade B. When the wedge in OS &Y gate valves is fastened to the stem by threads, it shall be secured by a nickel alloy or monel pin. d) Face -to -face and end -to -end dimensions of iron body valves shall conform to ANSI B16.10. Design, workmanship, materials, and testing shall conform to WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -9 rill fit f Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 MSS -SP -70 and MSS -SP -71 (Manufacturers Standardization Society of the Valve and Fitting Industry). e) Stems of bronze and IBBM valves shall be ASTM -B -198, Class 13C (cast silicon brass), or A.STM B -371, Alloy A (rolled silicon brass). f) Each valve shall be given shell and seat tests by the manufacturer and shall carry a permanently affixed indication that tests have been successfully completed. g) In so far as possible, all valves of the same type shall be by the same manufacturer. h) Acceptable Manufactures: 1) Threaded 2 in. and smaller • Jenkins 275U • Stockham B -133 • Crane 459 • Grinnell Figure 18 2) Flanged 2 in. and larger • Jenkins 825A • Stockham G -634 • Crane 467 • Grinnell Model A- 2073 -6 • Central Model GV 2. Check Valves: a) Acceptable Manufactures: 1) Threaded 2 in. and smaller • Jenkins 762A • Stockham B -345 • Crane 36 2) Flanged 2 in. and larger WET PIPE AND PRE - ACTION FIRE SUPPRESSION SYSTEMS 15300 -10 rile lit l Qwest. FLUOR DANIEL TELECOM n...., ..�.Y ,,,a^ „t„n..saxva! Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 • Jenkins 729 • Stockham G -939 • Crane 375 3. Double Check Detector Valve (DCDV): a) Provide double check detector valves with meters as required for detection per Water Department and Fire Department regulations. b) Acceptable Manufacture: 1) FEBCO 806 DCC. 2) Zurn (Wilkins) Model 950DA 4. Valve drains and test connection a) Acceptable Manufacturers: 1) Grinnell Model F360 2) or equal 2.6 Basic Meters and Gages A. Provide meters and gages, including pressure gages, 0 -250 psi range. 2.7 Automatic Sprinklers and Accessories A. Sprinkler Heads. 1. Provide automatic sprinklers in accordance with the following listing. Provide fusible links rated at 212 deg. F for telecommunications equipment areas unless otherwise indicated. Temperature rating bulbs to suit specific hazard area with minimum margin of safety 50 degrees F. 2. For exposed areas, provide standard upright or pendent type. a) Acceptable Manufacturers: 1) Solder Type • Central Sprinkler Model A WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -11 rile fir l Qwest. FLUOR DANIEL TELECOM malt: SYLx' Aw rx,•,;; a* rt3rrh utsralut -.cL •mehau�w.++w..� Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 • Grinnell Model F950 2) Glass -Bulb Type • Viking Corp. Model M • Grinnell Model F980 • Central Model GB WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -12 r122,12joilei ! Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3. For suspended ceilings in finished areas provide standard recessed pendant type with chrome plated finish and matching escutcheon. a) Acceptable Manufacturers: 1) Solder Type • Central Sprinkler Model H • Grinnell Model F948 2) Glass -Bulb Type • Viking Corp. Model M • Central Model GB • Grinnell Model F985 4. For sidewall application, provide horizontal type and escutcheon. a) Acceptable Manufacturers: 1) Solder Type • Central Sprinkler Model H • Grinnell Model F950/Q -46 2) Glass -Bulb Type • Central Model GB • Viking Corp. Model M 5. For existing area provide the sprinkler to match the existing sprinklers type (model number, etc) with the approval and direction provided by the Owner's representative. B. Sprinkler Cabinet and Wrench: 1. Provide and locate near the risers made of steel, baked red enameled, sprinkler cabinet complete with the required number of spare sprinklers of each type installed in the system and one sprinkler wrench for each type of sprinkler per NFPA 13. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -13 rl%f %I -1f Qwest. FLUOR DANIEL TELECOM ..» ra,rs..ut^�t ....aa, *:.`tv::';.E.: {t+.; �t�. ....: J.?:'2:f-•`:41`��.5°.;`.';l�a >, Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 a) Manufacturer: 1) Reliable Model Al 2) Potter - Roemer Figure 6162 3) Central equivalent 4) Viking equivalent C. Sprinkler Head Guard: Provide guards to match sprinkler heads. 1. Manufacturer: a) Reliable Model B 1) Potter- Roemer Figure 6160 2) Central Model 1 2.8 Alarms and Switches A. Paddle Type Flow Switch, 120 VAC with Dual Contacts. 1. Paddle Type Flow Switch for pipe sizes 1 in., 1 -1/4 in., and 1 -1/2 in., 10 second delay. a) Manufacturer: 1) McDonnell Model FS4 -3F 2) Potter- Roemer, Inc. series 6210 3) Autocall equivalent to above 2. Paddle Type Flow Switch, for pipe sizes 2 in. through 8 in., retard adjustment from 0 to 70 seconds instantly recycling. a) Manufacturer: 1) Notifier Model FDT 2) Autocall Model 4I60 WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -14 I?! e lirj%(11 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3) Potter Electric Signal Co. Model VSR -D 4) Potter - Roemer, Inc. series 6200 B. Supervisory Switches, 120 VAC with Dual Contacts. 1. Gate, OS &Y, and other exposed rising stem type valves: a) Manufacturer: 1) Notifier Model: NGV or SGV 2) Potter Electric Signal Co. Model OSYSU -A2 3) Potter- Roemer Series 6220 C. Alarms: 1. Exterior Audible and Visual Alarm: a) Manufacturer: Notifier Model: Surface Flush Unit: 7004 -115 V- 7003 -115 Box: WBB WBB b) Provide with flasher, surface, or recessed flush mounting in weather proof enclosure. 2.9 Fire Department Pumper Connection (FDC) A. The existing fire department pumper connection shall be modified to accommodate for both risers (pre- action and wet pipe system) and shall comply with the AHJ, Fire Prevention Bureau regulations for sizes, threading and arrangement of connections for fire department equipment to the fire protection sprinkler system. Provide siamese connections of sizes, styles, and patterns required, individual clappers for each inlet, caps and chains, and finish specified. 1 Wall Type Siamese Connections: Provide wall type cast brass siamese connections and escutcheon plate assembly, with 2, 2 -1/2" fire department inlets with female hose connections, equipped with individual drop clapper valves, sillcock, equipped with plugs and chains, construction features as indicated, and constructed with the following additional construction features: WET PIPE AND PRE - ACTION FIRE SUPPRESSION SYSTEMS 15300 -15 .V, ^170, aJ2ra. .*SL':� rsit fir ' I nom Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 a) Finish: Polished brass or chrome plate. b) Inlet Pipe: 4" pipe. c) Cast Lettering: "AUTO. SPKR. ". d) Escutcheon: 9" x 15" rectangular with sillcock flange. B. Acceptable Manufacturers: 1. Elkhart Brass Model No. 165 2. Potter Roemer Series 5020 -F with Model 5990 sillcock. 3. Use the existing, unless the existing is not acceptable to AHJ. 2.10 Pre - Action System A. Double Interlock Operation: The pre- action valve shall open upon operation of two signals a cross zone fire detection (operation of both detectors photo electric and ionization) and release of air pressure in a piping system. Water shall only be sprayed in the area where the automatic sprinklers were fused due to fire. B. Pre - action system shall be also capable to convert to single interlock if desire in future with minor modification. C. The Pre - action System shall be complete with pre- action valve, trim package, water gauges, diaphragm bypass, emergency release panels, low pressure alarm switch, dehydrator, air maintenance device, control panels, wiring, and air compressor. D. Pre - action Valve 1. Acceptable Manufacturers: a) Grinnell Model A -4 Multimatic Valve b) Viking Model D -5 c) or approved equal WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -16 r.1 Iii 'fir Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 E. Pressure Switch for pre- action valve, 120 VAC with Dual Contacts. 1. Manufacturer: a) Grinnell Model J33AX -5835 b) Notifier Model ACW -1 WFT -003 2. Control Panels a) Acceptable Manufacturers: 1) Viking Model D -1 F. Air Compressor 1. The air compressor shall be of sufficient horsepower and free air output the system. Voltage and phase shall be verified and motors furnished for proper electrical characteristics. 2. Provide a low pressure trouble alarm (NCO Bell) with sensor on inlet side of P.R.V. (between P.R.V. and receiver) set at 10 psig above required system maintenance pressure. 3. Acceptable Manufacturers: a) Viking Model D -1 or approved equal listed UL /and or FM for pre- action sprinkler system. G. Air Maintenance Device: 1. Provide automatic air maintenance device for pre- action valves. 2. Provide all trim, switches, strainers, valves for complete functional unit. a) Acceptable Manufacturers: 1) Grinnell Model F114 and Model F112 2) Central Model DUI WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -17 ride lief `1111O Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2.11 Identification A. General: Provide identification complying with Specification -15050 Basic Mechanical Materials and Methods section "Mechanical Identification ", in accordance with the following listing: 1. Fire Protection Piping: Plastic pipe markers. 2. Fire Protection Valves: Plastic valve tags. 3. Fire Protection Signs: a) Provide the following signs: 1) At each sprinkler valve, sign indicating what portion of system valve controls. 2) At each outside alarm device, sign indicating what authority to call if device is activated. b) Acceptable Manufacturers: 1) Potter - Roemer 2.12 Other Materials A. All other materials, not specifically described but required for a complete and proper installation, shall be new, undamaged, first quality of their respective kinds, and subject to authorization by Architect/ Engineer. 3.0 EXECUTION 3.1 General A. Prior to the work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. B. Verify that the existing sprinkler system is installed in strict accordance with all pertinent codes and regulations and the modification of system will not violate any code or the Contract documents or drawings. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -18 rile fie !'f Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. In the event of discrepancy, do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. D. Survey the existing systems to ensure that fire protection systems for adjacent spaces are not affected by modifications in Qwest lease space. 3.2 Installation A. Install the complete wet pipe and pre - action fire sprinkler system in strict accordance with NFPA and AHJ, Fire Prevention Bureau. B. Pipes and pipe fittings: 1. Comply with requirements of NFPA 13 for installation of fire protection piping materials. Install piping products where indicated, in accordance with manufacturer's written instructions, and in accordance with recognized industry practices to ensure that piping systems comply with requirements and serve intended purposes. 2. Inspect each piece of pipe, tubing, fittings, and equipment for defects and obstructions. Promptly remove all defective materials from the job site. 3. Routing of piping a) All openings for piping shall be anticipated and coordinated with General Contractor. Indicate such openings on the shop drawings. Install pipe to clear all beams and obstructions; do not cut into or reduce the size of load carrying members without authorization by Architect/ Engineer. b) Coordinate with other work, including plumbing piping, as necessary to interface components of fire protection piping properly with other work. c) Where piping passes through masonry units or concrete wall or floors or other building construction, sleeves must be used. Where exposed piping passes through finished work, chrome plated or other finish acceptable to Architect, split wall plates or escutcheons shall be installed to fit snugly around piping. Where rated walls are penetrated, approved sealing shall be provided at each hole to assure effectiveness of construction as a fire stop. 4. All systems shall be drainable with proper drainage devices, and drain termination either to exterior of building or to proper receptacles within building. Install drain piping at low points of piping systems. Provide dry drum drips where indicated. WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -19 ride fir ' ,`1 Al le Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 5. Install fire department connection (if required) valves in piping where fire department connections are indicated. 6. Install water flow indicators where indicated. 7. Mount supervisory switches on each sectional valve. 8. Install Inspector's test connection where indicated, or at most remote point from riser. C. Installation of Basic Identification: 1. Install fire protection signs on piping in accordance with NFPA 13 requirements. 2. Provide identification signs of the standard design adopted by the Automatic Sprinkler Industry, attached same to all valves, drains, test connections, etc., with chain around body of valve in such a way that the sign cannot be removed without opening link. 3. Provide hydraulic place card indicating the location of calculated system, the discharge density over designated area of discharge including gallons per minute and residual pressure demand at the base or riser. Place this sign at the system control valve. 4. After completion of piping and finish painting, each individual pipe, including pipes concealed above ceilings and in walls, shall be marked for quick and easy identification and direction of flow in conformance with ANSI A13.1, "Scheme for Identification of Piping Systems." D. Care shall be taken with chrome plated or other polished finish components so that marring does not occur to the finish, and installation provides for a uniform pattern and true installation. E. Contractor shall complete the automatic fire sprinkler ready for operation, in all respects, as soon as possible. When system is complete and ready for continuous operation, activate the system for its intended use. After system has been activated for continuous use, water charges, if any will be paid for by the Owner. 3.3 Field Quality Control A. Sprinkler Piping Flushing: Prior to connecting sprinkler risers for flushing, flush water feed mains, lead -in connections and control portions of sprinkler piping. After WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -20 rid, lir .+ate Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 fire sprinkler piping installation has been completed and before piping is placed in service, flush entire sprinkler system, as required to remove foreign substances, under pressure as specified in NFPA 13. Continue flushing until water is clear, and check to ensure that debris has not clogged sprinklers. 3.4 Testing A. General 1. Conduct tests in the presence of the AHJ, Fluor, and the Owners' representative. 2. Have a copy of the prescribed test available at the site. 3. Provide ample notice as to time for conducting tests. 4. Should any component of the system fail the prescribed test replace such component with component of increased strength as required to withstand test. B. Hydrostatic Testing: After flushing system, test fire sprinkler piping hydrostatically, for period of 2 hours, at not less than 200 psi or at 50 psi in excess of maximum static pressure when maximum static pressure is in excess of 150 psi. Check system for leakage of joints. Measure hydrostatic pressure at low point of each system or zone being tested. Furnish all personnel and equipment required and test and retest the complete system, making all adjustments necessary to produce a system meeting all the requirements of NFPA and the AHJ, Fire Prevention Bureau. C. Upon completion of installation and test, prepare "Contractor's Material and Test Certificate," as prescribed in NFPA -13. 1. Certificate signed by Contractor's and Owner's representative. 2. Furnish copies of the signed Certificate to AHJ, Owner, and Architect. 3.5 Operation and Maintenance Manuals A. Manuals shall include complete, simple, understandable, step -by -step testing instructions giving recommended and required testing frequency of all equipment, methods for testing all equipment and a complete trouble- shooting manual. B. Maintenance instructions shall be complete, easy to read, understandable, and shall provide the following information: 1. Instructions on replacing any component of the system including internal parts. WET PIPE AND PRE - ACTION FIRE SUPPRESSION SYSTEMS 15300 -21 rift lir f Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2. Instructions on periodic cleaning and adjustment of equipment with a schedule of these functions. 3. A complete list of all equipment and components with information as to the address and phone number of both the manufacturer and the local supplier of each item. 3.6 Cleanup A. The Contractor shall maintain the areas of his work in a clean and safe condition. When all tests have been completed and all installations completed, all tools, equipment, excess materials and rubbish resulting from the work of this Contractor shall be removed from the site. End of Section WET PIPE AND PRE- ACTION FIRE SUPPRESSION SYSTEMS 15300 -22 agio Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.0 SECTION 15502 AIR CONDITIONING SYSTEMS GENERAL 1.1 Scope The scope of work specified in this section pertains to all work required to provide heating, ventilating, and air conditioning (HVAC) systems as shown on drawings. The BMS work is by the BMS contractor. 1.2 Related Work Related work specified and furnished in other sections shall include: All work required in the specifications listed below: Section 1 5010 — General Requirements - Mechanical Section 15050 - Mechanical Basic Materials and Methods Section 15240 - Mechanical Noise, Vibration, and Seismic Control Section 15300 - Fire Protection Suppression Systems Drawing P -1 - Plumbing Systems Specifications Section 15502 — Air Conditioning Systems Section 15980 - Mechanical Testing, Balancing and Adjusting Section 15995 - Mechanical Systems Start UP Electrical, Division 16 specifications 1.3 Description of Work The work under this section includes furnishing all labor, materials, and equipment necessary for the installation and placing into operation the HVAC systems for the building as specified herein and as indicated on the drawings. The work includes, but is not necessarily limited to, the following: AIR CONDITIONING SYSTEMS 15502 -1 MIN Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Furnishing and installation of complete air conditioning systems, ventilation systems, and miscellaneous items as specified under Item 1.2, Related Work, above and shall include: a) Split system DX type air conditioning units. (OMIT) b) Split system heat pump unit. (OMIT) c) Computer room air conditioning units. (chiller water) (OMIT) d) Fans and Air Handling Units (OMIT) e) Ductwork, filters and accessories. f) Dampers g) Equipment condensate and other incidental drains as part of plumbing work. h) Other miscellaneous items shown on the drawings. i) Humidifiers j) Electric duct heater k) Building Automation System (BMS) 2. Furnishing and installation of miscellaneous items and materials shown on the drawings and as specified under PART 2 - PRODUCTS of this specification. 3. Furnishing and installation of miscellaneous items of work and material required or necessary to complete the system and place it in proper operation. 4. Equipment ducting and rough -ins and final connections, as specified herein and indicated on the drawings. 5. Installation of Owner provided HVAC equipment as scheduled on HVAC drawings. As -Built Drawings 6. During progress of the work, the Contractor shall maintain an accurate, up -to- date record of all changes made in the air conditioning system due to equipment substitution or field routing. AIR CONDITIONING SYSTEMS 15502 -2 rill Or Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 7. Copies of the record drawings shall be submitted to the Engineer at the completion of the work. Final acceptance shall be delayed until such time as the completed as -built drawings have been submitted and accepted. 1.4 Codes and Standards All work and equipment provided under this contract shall bE installed in strict accordance with all federal, state, and local codes, ordinances, rules and regulations of public administrative authorities including all health and safety codes, pollution control, and OSHA requirements. The Contractor shall obtain approval of the systems to be installed by all regulating agencies before starting work. In accordance with the General Requirements of these specifications, the Contractor shall inform the Engineer of all discrepancies that he observes between the specifications and drawings and affected conditions of the existing facility. Seismic support of equipment, ductwork and piping shall meet the requirements of SMACNA "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing." The current edition, at the time of bidding, of the publications listed below form a part of this section to the extent referenced: 1. AIR DIFFUSION COUNCIL (ADC) a) ADC 1062:GRDTest Codes for Grilles, Registers, and Diffusers b) ADC -01 Directory of ADC Certified Products 2. AIR - CONDITIONING AND REFRIGERATION INSTITUTE (ARI) a) ARI 210Unitary Air Conditioning Equipment b) ARI 270 Standard for Sound Rating of Outdoor Unitary Equipment 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) a) ASTM A 90 Standard Test Method for Weight of Coating on Zinc - Coated (Galvanized) Iron or Steel Articles b) ASTM A 527 Standard Specification for Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Lock - Forming Quality c) ASTM A 666 Standard Specification for Austenitic Stainless Steel, Sheet, Strip, Plate, and Flat Bar AIR CONDITIONING SYSTEMS 15502 -3 rrt fA4 ' fl Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 d) ASTM B 280 Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service e) ASTM B 62Standard Specification for Composition Bronze or Ounce Metal Castings f) ASTM D 579 Standard Specification for Greige Woven Glass Fabrics g) ASTM C 552 Standard Specification for Cellular Glass Thermal Insulation 4. AMERICAN SOCIETY OF HEATING, REFRIGERATING,AND AIR CONDITIONING ENGINEERS, INC. (ASHRAE) a) ASHRAE I4Methods of Testing for Rating Positive Displacement Condensing Units b) ASHRAE 15 Safety Code for Mechanical Refrigeration c) ASHRAE 20Methods of Testing for Rating Remote Mechanical- Draft Air - Cooled Refrigerant Condensers d) ASHRAE 90AEnergy Conservation in New Building Design (Sections 1 through 9) 5. NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) a) NEBB -01 Procedural Standards for Testing Adjusting of Environmental Systems 6. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) a) NEMA 250Enclosures for Electric Equipment (1000 Volts Maximum) 7. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) a) NFPA 220Standard on Types of Building Construction b) NFPA 255Method of Test of Surface Burning Characteristics of Building Materials c) NFPA 70National Electrical Code d) NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems AIR CONDITIONING SYSTEMS 15502 -4 "-' Client Name: Qwest ri12 t! r Project Name: Seattle Transport/Switch Site Qwest. Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 FLUOR DANIEL TELECOM Rev 0 8. RUBBER MANUFACTURERS ASSOCIATION (RMA) a) RMA IP- 20Specifications for Drives Using Classical Multiple V- Belts, and Sheaves - Cross Sections, A, B, C, and D 9. SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA) a) SMACNA- 06HVAC Duct Construction Standards - Metal and Flexible 10. UNDERWRITERS LABORATORIES, INC. (UL) a) UL 181 Factory -Made Air Ducts and Connectors b) UL 207Refrigerant - Containing Components and Accessories, Non- electrical c) UL 303 Refrigeration and Air - Conditioning Condensing and Compressor Units d) UL 465Central Cooling Air Conditioners 1.5 Equipment and Materials Specification of all equipment and materials by brand name is intended to establish a standard of quality. Substitutions for an item(s) described in the contract documents shall be as follows: 1. Where "Approved Equal" is included for an item, product, material, system, or equipment, substitution shall be allowed only if written approval by the engineer is obtained prior to submittal of bid. Proposed substitution shall be: a) Provided with all certified data required by the Engineer to prove the contention of "equal ". b) Available in quantity sufficient to prevent delay of the work. c) Provided in same range of colors, textures, gauges, dimensions, capacities, functions, types, finishes as the specified product. d) Equal to specified item in strength, durability, efficiency, performance, size, serviceability, ease and cost of maintenance. e) Compatible with design without additional cost. AIR CONDITIONING SYSTEMS 15502 -5 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.6 Submittals Submit the following Supplemental Requirements of these specifications: 1. Equipment and Performance Data shall be submitted for HVAC Systems consisting of capacities and distribution, and operating pressures and temperatures and energy consumption. Manufacturer's Catalog Data shall be submitted for the following items in sufficient detail and scope to verify compliance with the requirements of the contract documents. A minimum of 5 sets are required for approval. a) Split System Air Conditioning Units (OMIT) b) Split System Heat Pump Units (OMIT) c) Computer Room Air Conditioning units (OMIT) , d) Fans and Air Handling Units e) Ductwork, Dampers, Air Diffusion Devices and Accessories f) Plumbing equipment, condensate drains and associated material g) Air Filters, Holding Frames, and Casing h) Insulation Materials I) Humidifiers j) Vibration Isolators, Seismic supports and Anchor Bolts k) Electric Duct Heaters I) Air louvers m) Building Automation System (BMS) Connection Diagrams shall be submitted as required to supplement Contract Documents indicating the relations and connections of the following items. The drawings shall indicate the general physical layout of all controls, and wiring details. 2. Ductwork (1/4" or 3/8" scaled shop drawings) 3. Split System Air Conditioning Units with refrigerant piping AIR CONDITIONING SYSTEMS 15502 -6 rill tAe owe Qwest, FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 4. Split System Heat Pump Units with refrigerant piping 5. Computer Room Air Conditioning units 6. Dampers 7. Humidifiers 8. Electric duct heaters 9. Filter assemblies 10. Fans and Air Handling Units 11. Building Automation System (BMS) Manufacturer's Instructions for installation of Air Conditioning Systems shall be submitted showing the manufacturer's recommended method and sequence of installation. Test Reports shall be submitted for the following tests in accordance with the paragraph entitled, "Tests," of this section. 12. Air and Water Balance 13. System Operating and Startup Tests (Chillers, Pumps, CAC units, A/C units & BMS) Certificates of Compliance shall be submitted for the following showing conformance with the referenced standards contained in this section. 14. Split System Air Conditioning Units 15. Split System Heat Pump Units 16. Computer Room Air Conditioning units 17. Electric duct heaters 18. Fans and Air Handling units 19. Ductwork 20. Humidifiers 21. Dampers AIR CONDITIONING SYSTEMS 15502 -7 rth fir MN Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 22. Air - Diffusion Devices 23. Air Filters 24. Insulation Materials 25. Building Automation System (BMS) Operation and Maintenance Manuals 26. See INSTRUCTION, Sec. 3.6. 27. Test data shall be legible and of good quality. Light- sensitive reproduction techniques are acceptable provided finished pages are clear, legible, and not subject to fading. Pages for vendor data and manuals shall have 3/8 -inch holes and be bound in 3 -ring, loose -leaf binders. Data shall be organized by separate index and tabbed sheets, in a loose -leaf binder. The binder shall lie flat with printed sheets that are easy to read. Caution and warning indications shall be clearly labeled. 1.7 Instruction of Owner's Personnel The Contractor shall provide classroom and field instructions in operation and maintenance of systems equipment where required by the technical provisions. These services shall be directed by the Contractor, using the manufacturer's factory trained personnel or qualified representative. The Owner shall be given seven days written notice of scheduled instructional services. Instructional materials belonging to the manufacturer or vendor; e.g., lists, static exhibits, visual aids, shall be made available to the Owner. The number of days of instruction shall be submitted with the Contractor's bid at time of bid. 2.0 PRODUCTS 2.1 MATERIALS All items and materials furnished by the Contractor shall be new and of the size, type and capacity specified on the drawings and on other specification sections herein referred to. Materials shall be non - combustible as defined by NFPA Standard 220 and shall have a flame spread of not more than 25 and a smoke developing rate of not more than 50 as defined in UL 181, Standard Test Method for Fire Hazard Classification in the Building Materials List when tested in accordance to ASTM Standard B84 -81a. Completed installation shall conform to ASTM C547. AIR CONDITIONING SYSTEMS 15502 -8 ft>ifit nos Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Manufacturer of such furnished items and materials shall be a company specializing and regularly engaged in the manufacture of its product(s), who issues complete catalog data and has documented successfully operating field installed devices. Ductwork Materials 1. All sheet metal ducts and plenums shall be constructed of new galvanized steel metal conforming to ANSI /ASTM Specification A527, G -90 lockforming quality, with minimum zinc coating of 0.90 ounces per square foot; mill phosphatized for exposed locations, both sides. Construction, metal gauge and reinforcement thickness shall conform to SMACNA -06. 2. Plenums shall be constructed of 18 or heavier gauge galvanized steel sheet metal, braced and stiffened by structural steel angles per SMACNA Standards; Figures 3 -9 through 3 -17 are applicable. 3. Insulated sound attenuating flexible ducts shall be no longer than length shown on drawing notes, provided for connections from metal ducts to ceiling outlet diffusers or returns where shown on drawings. Ducts shall be a factory fabricated assembly consisting of a rust resistant (aluminum) metal helix externally insulated with mineral fiber insulation with K factor not greater than 0.16 (at 750F mean) on one (1) inch thickness encased in a vapor barrier jacket sealed at both ends of each section, with the air stream not in direct contact with the insulation. Duct shall conform to the requirements of the NFPA Standard 90A and UL 181. Air friction loss shall not exceed 1.6 times that of comparable sheet metal ducts. 4. Fiberglass duct tape shall be SMACNA approved pressure sensitive tape, 4 inches wide, Johns - Manville No. 375 or equal specifically for the purpose intended.. 5. Provide rivets, bolts, or sheet metal screws as recommended by SMACNA for steel ducts. Duct Hangers and Supports 6. Miscellaneous steel for support of all ducts shall be provided and installed as required. Galvanized reinforcing angles or bars shall be used as recommended by SMACNA Duct Construction Standard. Hanger rods to support ducts, plenums or equipment shall be steel, galvanized; threaded both ends or continuously threaded. AIR CONDITIONING SYSTEMS 15502 -9 rill tit • t tom Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2.2 Split System Air Conditioning Units General 1. Units shall be split type, factory made unitary products, consisting of an indoor section and an outdoor section, matched and designed to work together to provide year round cooling, air circulating, ventilating, air - cleaning, and dehumidifying functions. The separate sections shall be standard commercial products of the same manufacturer, and shall have ratings based on their being used as matched assemblies. 2. Unit shall be certified as complying with provisions of ARI 210 and 270 and UL 465, as applicable. Minimum Energy Efficiency Ratio (EER) shall be as shown on drawings when tested in accordance with ARI standards applicable. Rating shall be at unit maximum speed. 3. Condenser and evaporator coil construction shall be seamless copper tube, with aluminum extended surface integral with or mechanically attached to the tube. Condensing coils shall be designed and sized specifically for air - cooled condenser service. Coil frame shall be not less than 12 -gage galvanized steel. Coils shall be tested pneumatically under water at not less than 400 pounds per square inch gage. A purging vent shall be provided at the highest point of the entering refrigerant header of each coil circuit. Coils shall be protected from physical damage during shipment. Air Cooled Condensing Unit 4. Air - cooled condenser shall be a packaged, self - contained assembly matched to the specific indoor unit that includes fans, motors, drives, refrigerant condensing coils, controls, intercomponent piping and wiring, enclosed weatherproof casing, and frame mounting; the unit shall be ready for terminal field connections with fully automatic operation. System shall be factory precharged with oil and refrigerant. 5. Condenser shall conform to the applicable requirements of UL 207 and 303 ASHRAE 15, ASHRAE 14, ASI-IRAE 20, and to requirements indicated and specified. 6. Unit casing shall be constructed of minimum 18 -gage mill - galvanized steel that has been phosphatized, primed, and finished with the manufacturer's standard enamel. Mill galvanized steel shall conform to ASTM A 527 and shall be coated with not less than 1.25 ounces (2.5 ounces for "heavy -duty" heavier steel) of zinc per square foot of two -sided surface when tested in accordance with ASTM A 90. Casing frame shall be constructed of mill galvanized steel or shall be hot -dip AIR CONDITIONING SYSTEMS 15502 -10 r! tlr it Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 galvanized after fabrication to equal or exceed mill galvanizing requirements. Outer casing shall be provided with lifting attachments and have easily removable panels for access to all parts of the equipment. Rust free air inlet and discharge grilles with birdscreens shall be provided. 7. Compressors shall be semi - hermetic type with internal and external vibration isolation, equipped with factory- installed crankcase heater to prevent refrigerant dilution of oil, and shall be on independent circuits. Compressor shall be prevented from restarting for a minimum of 5 minutes after shutdown. 8. Condenser coils shall have tube sheet openings belled to prevent tube wear. Refrigerant circuit shall include controlled refrigerant feed system, filter drier, and accumulator. 9. Condenser fans shall be propeller type, of corrosion- resistant construction, and shall be statically and dynamically balanced. Fan discharge shall be vertical, unless otherwise indicated. Maximum fan -tip speed shall be 10,000 feet per minute. Fan drive shall be direct. 10. Condenser- mounted control panel and wiring shall be provided. Control panels exposed to the weather shall have NEMA 250, Type 3 enclosures and NEMA 250, Type 1 enclosures if protected by casing. Electrical work shall conform to NFPA 70 requirements and shall incorporate UL- listed components. Control panel shall be provided with the following factory- mounted controls: 115 -volt control power transformer, fan contactors, fan controls for low ambient operation, and compressor interlock. Air Handling Unit 11. The indoor section shall be a factory assembled unit, draw - through configuration consisting of coil, centrifugal blower, motor with permanently lubricated bearings, motor, filter housing, insulated enclosure with integral insulated condensate pan, relief devices, piping, wiring, controls and accessories required for operation. Provision for connecting the unit to a duct system shall be provided for delivery of air to the conditioned space. 12. Unit cabinet shall be constructed of galvanized steel, bonderized and pre- coated with a baked enamel finish. Blower compartment interior cabinet surfaces shall be insulated with a minimum V2-in. thick, flexible glass fiber insulation, coated on the air side. Cabinet panels shall be easily removable for servicing. 13. Indoor blower (evaporator fan) shall be belt driven and shall include an adjustable -pitch motor pulley. Fan wheel shall be made from steel, be double - inlet type with forward -curved blades with a corrosion resistant finish and AIR CONDITIONING SYSTEMS 15502 -11 rile tAs_ rt Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 dynamically balanced. Bearings shall be sealed, permanently lubricated, ball - bearing type. 14. Evaporator coils shall have tubes with all joints brazed. Tube sheet openings shall be belled to prevent tube wear. Coil shall be of the face split design with variable refrigerant circuits for optimum heat transfer utilizing ball -type check valves. 15. Unit controls shall be complete with self - contained low voltage control circuit. 16. Units shall be controlled as shown on drawings. Refrigerant piping shall be as follows: 17. Tubing a) 0 to 7/8 -inch outside diameter (od), Annealed seamless copper tubing temper 060 conforming to ASTM B 280 b) Over 7/8 -inch od, Hard drawn "ACR" seamless copper tubing temper H58 conforming to ASTM B 280 18. Fittings a) 0 to 7/8 -inch od, Flared type conforming to SAE J513f or copper socket joint type conforming to ASME B16.22 b) Over 7/8 -inch od, Copper socket joint type conforming to ASME B16.22 19. Soldered joints shall be preformed using 15 percent silver solder brazing alloy conforming to AWS A5.8. 20. Refrigerant Accessories a) Drier: Silica gel replaceable core sized for compressor capacity with three valve by -pass for liquid line. b) Liquid indicators double ported installed in vertical lines at cooling coil inlet. Strainers in the liquid line ahead of each control valve. c) Shut -off solenoid valves shall be balanced action packless type for lines sized 1-1/8-inch O.D. or smaller and for larger sizes wing cap packed bronze valves with bolted bonnets, repackable under pressure and be installed with their stems horizontal. AIR CONDITIONING SYSTEMS 15502 -12 "—, Client Name: Qwest rilitij tit Project Name: Seattle Transport/Switch Site JIM Contract Number: 04488802 Q w e s t Site: Seattle, WA Date: February 5, 1999 FLUOR DANIEL TELECOM Rev 0 d) Charging valve 3/8 -inch balanced action packless 3/8 -inch with removable seal cap. Refrigerant Pipe Insulation 21. Cellular elastomer pipe insulation shall be 2 pound density, 1 -1/2" thick and shall conform to ASTM C 534, except that the water permeability shall not exceed 0.30 perms. Sections and fittings shall be molded for tight fit to piping. 22. Adhesive shall be a solvent cutback chloroprene elastomer conforming to MS MIL -A- 24179, Type II, Class 1, and shall be a type approved by the insulation manufacturer. 23. Outdoor insulation jacket shall be minimum 26 gauge galvanized sheet metal in conformance with ASTM A 527 or aluminum in conformance with ASTM B 2009, having lock- forming corner bead and joint capability. Electrical Requirements 24. Each section shall be equipped with a main power panel which shall include complete branch circuit protection for every electrical component. The main power panel shall completely protect the unit from primary single phasing and overcurrent. Fuses and protective devices shall be provided by the manufacturer and installed at the factory. Components shall be clearly designated with a code and shall be called out on a wiring diagram for servicing of the power panel. The panel shall have terminal blocks, with the terminals clearly identified for easy connection, for the main power supply and all auxiliary connections. 25. Access to the main power panel shall be possible without interrupting the operation of the unit. Access shall be sufficient to safely check the voltage and current of each component. There shall be separate doors for access to the main power terminal block and the auxiliary terminals. All components of the main power panel and all control devices shall be UL listed. Power and control devices, including motor starters, relays, timers, fuses, circuit breakers, switches, etc. shall be in accordance with Section 16400 'Electrical." Internal wiring shall be not less than No. 14 AWG, 105 degree C, 5/64" insulation, appliance type wire for power wiring, and not less than No. 18 AWG, 105 degree C, 2/64 inch insulation wire for control wiring. Wiring shall be in accordance with UL and NFPA 70 requirements. Each wire shall be identified at every termination with a wire number matching the wiring diagram and control schematic. Wire identification shall utilize preprinted heat - shrink wire sleeves. Hand lettering or marking is not acceptable. AIR CONDITIONING SYSTEMS 15502 -13 r.12 lit it AIM Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 26. All motors shall have copper windings, be equipped with heavy duty ball bearings, have internal overload protection, have protection against primary single phasing, and be UL listed. Motors shall be sized by the manufacturer and be rated in accordance with the requirements of section 16405, "Motors." Filter Section 27. Unit shall be provided with a standard filter section consisting of low velocity two inch thick disposable glass fiber media filters of standard 30% efficiency type, mounted in tight sealing filter frames. Where shown on drawings or schedules, provide 80 -85% filters. If the air handling cabinet will not allow 80- 85% filter installation, provide 80 -85% filters in easily removable filter frames and housings which make an airtight edge seal. Control Panel and Electrical Requirements 28. Control panels shall have NEMA 250, Type 3 enclosures. Electrical work shall conform to NFPA 70 requirements and shall incorporate UL- listed components. Control panel shall be complete with self contained, demand oriented solid state direct digital control (DDC) system provided with the following factory- mounted controls: 115 -volt control power transformer, fan contactors, fan controls for low ambient operation, and compressor interlock. The main power panel shall completely protect the unit from primary single phasing and overcurrent. Fuses and protective devices shall be provided by the manufacturer and installed at the factory. Components shall be clearly designated with a code and shall be called out on a wiring diagram for servicing of the power panel. The panel shall have terminal blocks, with the terminals clearly identified for easy connection, for the main power supply and all auxiliary connections. Access to the main power panel shall be possible without interrupting the operation of the unit. Access shall be sufficient to safely check the voltage and current of each component. There shall be separate doors for access to the main power terminal block and the auxiliary terminals. All components of the main power panel and all control devices shall be UL listed. Power and control devices, including motor starters, relays, timers, fuses, circuit breakers, switches, etc. shall be in accordance with Section 16400 "Electrical." Internal wiring shall be not less than No. 14 AWG, 105 degree C, 5/64" insulation, appliance type wire for power wiring, and not less than No. 18 AWG, 105 degree C, 2/64 inch insulation wire for control wiring. Wiring shall be in accordance with UL and NFPA 70 requirements. Each wire shall be identified at every termination with a wire number matching the wiring diagram and control schematic. Wire identification shall utilize preprinted heat - shrink wire sleeves. Hand lettering or marking is not acceptable. All motors shall have copper windings, be equipped with heavy duty ball AIR CONDITIONING SYSTEMS 15502 -14 ttfjo;,it Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 bearings, have internal overload protection, have protection against primary single phasing, and be UL listed. Electric Heaters 29. Electric heaters shall be integral within the unit, shall have open nichrome elements with all necessary safety and operating controls. Units with factory installed heat shall have single power entry by terminal blocks. Heaters shall have stages noted on drawings 2.3 Split System Heat Pumps Units Same as split system air conditioning units except outdoor condensing unit is a heat pump condensing unit, indoor fan coil unit is equipped with Farr 30/30 filter. 2.4 Computer Room Air Conditioning Unit General: See drawing equipment schedule for type of unit, whether chilled water, split system Dx, or water cooled. The Computer Room system shall be designed to maintain temperature for a computer room environment, and shall be of the size, type, performance and capacity specified herein and as shown on drawings. The system shall consist of an indoor computer room type fan cabinet module and outdoor condenser module with interconnecting piping and control panel. The units shall be complete with all accessories normally supplied with the unit, with additional accessories and equipment as follows; internally wired and piped condensate pump, size, type, performance and capacity shall be as indicated on the drawing schedule. The indoor unit cabinet shall be designed for upflow air delivery, factory assembled consisting of supply air fan, indoor coil and compressor assembly, and unit control panel. Unit cabinet shall be constructed of steel access panels attached to a welded, galvanized steel frame for maximum strength and ease of access. Cabinet shall be coated with a heavy corrosion inhibiting finish for long life, and shall be lined minimum with 1" thick 1 -1/2 lb. density fiberglass neoprene coated acoustic insulation material. The unit shall have complete front and side access through hinged panel steel doors with heavy duty hinges, secure locking latches, and polyurethane door seal gaskets to prevent air leakage at all door edges. The unit exterior paint color shall be submitted to match project requirements. Supply fans shall be of the centrifugal, double width, double inlet backward - inclined or forward -curve type draw -thru. Blower housing shall be constructed of galvanized sheet metal with gloss enamel finish. The blower shall be variable speed, two -belt with drive AIR CONDITIONING SYSTEMS 15502 -15 ri�� td� j1 UMW Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 package rated at 200% of the fan motor horsepower, driven with adjustable pitch sheave mounted on an adjustable base. Fan shaft shall be solid steel with self aligning ball bearings with minimum 100,000 hour, L -10 Life. The fan assembly with shaft shall be statically and dynamically balanced as a complete assembly to a maximum vibration level of 2 mils in any plane. Backdraft dampers shall be provided at the fan discharge outlets. A pedestal floorstand shall be provided constructed of heliarc- welded tubular steel with 10 gauge steel gussets. It shall be adjustable with vibration isolation pads. The floor stand height shall be adjustable. Four pedestals shall be provided per unit. The refrigeration circuit shall consist of a condenser coil and fan assembly, and indoor cabinet mounted compressor and evaporator coil including hot gas by -pass, crankcase heater, liquid line filter dryer, refrigerant sight glass with moisture indicator, all safety devices, and liquid line solenoid valve. The compressor shall be hermetic or semi - hermetic with a suction gas cooled motor, vibration isolators, overload protection on all three legs, internal thermostat for winding protection, oil sight glass, manual reset high pressure switch, pump down low pressure switch, high pressure switch, anti -slug device, suction line strainer and accumulator, crankcase heater, reversible oil pumps for forced feed lubrication, and a maximum operating speed of 1750 RPM. Filter dryer shall be flare fitting type for non -torch servicing. The refrigerant evaporator coil shall be split into two circuits with solenoid valves on each circuit controlled from the microprocessor control. It shall be constructed of copper tubes and aluminum fins and have a maximum face velocity of 500 ft. per minute at rated CFM. A stainless steel condensate drain pan shall be provided. The expansion valve shall be a balanced -port, high - capacity adjustable thermostat type. It shall maintain a minimum of 40 psi differential working in conjunction with the head pressure control of the condenser. The air cooled condenser shall be the low profile, slow speed, vertical discharge, multiple direct drive propeller fan type. The condenser shall balance the heat rejection of the compressor. The condenser shall be constructed of aluminum and contain a copper tube, copper fin coil. The winter control system for the air cooled condenser shall be by fan speed control. The variable speed motor shall operate from 0 to 230 volts, single phase, 10 to 1050 rpm. It shall be designed with ball bearings, permanent lubrication, internal overload protection, 400 F rise at full speed, 650 F rise at 10 RPM. The control system shall be complete with transducers, thermostats and electrical control circuit, factory pre - packaged in the integral condenser control box. The transducer shall automatically sense the head pressure of the compressor and control the variable speed fan on the air cooled condenser to properly AIR CONDITIONING SYSTEMS 15502 -16 rll, tlj ft Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 maintain the head pressure. The fan speed control system shall provide positive start-up and operation in ambient temperature as low as -200 F. Computer Room Air Conditioning Microprocessor Control Panel and Alarms 1. The control system shall be microprocessor based. The system shall be provided with LED or backlit LCD full English language and numerical display (no coded displays allowed). The panel shall include unit switching functions and shall display normal functions and malfunctions indication, and service diagnosis readout. Programming using two level password security from the front of the unit shall be entered on non - volatile EEPROM for program retention should power fail. Programming shall be accomplished entirely from the front of the unit without need to access, set, or program switches inside the unit by opening the unit door. Historical data base shall be maintained by battery backup. Multiple messages shall be displayed by automatically scrolling from each message to the next. Alarm conditions, in addition to being displayed, shall be enunciated by an audible alarm. A summary alarm and remote access alarm shall be provided. An alarm condition shall continue to be displayed until the malfunction is corrected. Multiple alarms shall be displayed sequentially in order of occurrence and only those alarms which have not been acknowledged shall continue to sound an audible alarm. 2. Unit Controls, General - Unit controls shall include local control panel to start and stop unit compressors, and fans. Lead/Lag/Standby control shall include sequencing off of the lead unit and start of the standby unit in the event that the lead unit should fail for any reason. Automated condenser fan cycling and speed control shall be provided to maintain compressor head pressure at design limits. 3. The following automatic control functions shall be included: a) Unit lead /lag selection b) Temperature anticipation c) Compressor short cycle control d) Automatic Unit sequencing e) System auto or manual restart f) Sequential load activation g) The following functions shall be programmable: AIR CONDITIONING SYSTEMS 15502 -17 Client Name: Qwest r1ii r /rir Project Name: Seattle Transport/Switch Site Q e S t. Contract Number: 04488802 W Site: Seattle, WA Date: February 5, 1999 FLUOR DANIEL TELECOM Rev 0 h) Temperature set point (650F to 850F) i) Temperature sensitivity (10F to 50F increments) j) Humidity sensitivity (1% to 10% RH increments) k) Temperature alarm points 1) Unit start time delay m) Interstage time delay n) Auto alarm level o) Restart mode p) Hours until maintenance due q) Local alarm function 4. The following normal functions shall be monitored and displayed: a) Current Temperature (0F) b) Temperature Setpoint (0F) c) Current supply air temperature (0F) d) Current return air temperature (oF) e) Percentage of Capacity f) The following alarm functions shall be monitored and displayed when they occur in addition to enunciating a visual and audible alarm: g) High Temperature Warning h) Low Temperature Warning i) Loss of Air Flow j) Dirty Filter k) Fire Alarm Trip AIR CONDITIONING SYSTEMS 15502 -18 ri�� tit �f Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport /Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1) Compressor Short Cycle m) Fan motor Overload n) Temperature Sensor Error o) Maintenance Required p) Power Failure Restart q) Compressor hi -lo pressure 5. The following alarm functions shall be monitored and displayed when they occur in addition to enunciating a visual and audible alarm: a) High Temperature Warning b) Low Temperature Warning c) Loss of Air Flow d) Dirty Filter e) Fire Alarm Trip t) Compressor Short Cycle g) Fan motor Overload h) Temperature Sensor Error i) Maintenance Required j) Power Failure Restart k) Water Below Unit 1) Compressor hi -lo pressure 6. A common alarm Tight shall be activated when any of the above conditions exist. 7. A non - automatic molded case circuit interrupter shall be mounted in the high voltage section of the electrical panel. The switch shall be accessible from the outside of the unit with the door closed, and prevent access to the high voltage electrical components until switched to the "OFF" position. AIR CONDITIONING SYSTEMS 15502 -19 rill fl %1 Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 8. A fire control panel shall immediately shut down the environmental control system when activated. The fire control panel shall be by other. 9. A winter control system for the air cooled condenser shall be provided. The system shall allow start -up and positive head pressure control with ambient temperatures as low as -300F. The control package shall include the insulated receiver, pressure relief valve, head pressure three -way control valve, and rotoloc valve for isolating the refrigerant charge. The receiver shall be factory insulated and mounted ready for the field connection to the air cooled condenser. The heater shall require a separate power supply. 10. Provide two water sensors below each indoor unit 2.5 Packaged Air Handling Unit — Chilled Water Cooling Only See Specification P15690 Packaged Air Handling Unit — Chilled Water Cooling Only — Procurement for product information. 2.6 HVAC Chiller See Specification P15670 HVAC Chillers — Procurement for product information. 2.7 Fans Fans shall be centrifugal, drive as noted on drawing schedules, shall be complete with motor, factory installed disconnect switch or plug, belt guard, and bird screen, and accessories scheduled, and shall bear the AMCA Certified Rating seal. Wall mounted exhaust fans shall be of heavy gauge aluminum construction and shall be weatherproof. Electric motor shall be installed within housing protected from exhaust air stream and weather. Fans shall be furnished with an automatic backdraft damper or control damper as scheduled on drawings. Fans shall have inlet scroll sealed at edges with long life neoprene gaskets, adjustable speed motor pulleys and motor bases, heavy duty, permanently lubricated ball or roller bearings. Fan wheels shall be centrifugal type, aluminum construction with backward curved non - overloading blades and shall be statically and dynamically balanced 2.8 Electric Duct Heaters Electric duct heater shall be a factory assembly with panel board meeting the requirements of NEC, shall be U. L. listed for zero clearance to combustibles, rated for use with air conditioning systems, and shall be designed for the service voltage indicated on the drawings. Heating element shall be open coil, 80% nickel, 20% chromium, type A resistance wire with coils crimped into stainless steel terminals extending at least 1" into the airstream, coils AIR CONDITIONING SYSTEMS 15502 -20 rLiLthj.jiri t Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 supported by ceramic bushings staked into supporting brackets, with all terminal hardware of stainless steel. Heater frames and terminal boxes shall be corrosion resistant steel with NEMA 1 terminal box construction, hinged latching cover and multiple knockouts for field wiring containing the necessary accessories, factory wired and ready for installation. Unit shall be complete with contactors, disc type automatic thermal cut -outs for primary overtemperature protection, disc type Toad carrying manual reset thermal cutouts factory wired in series with heater stages for secondary protection, control transformer, disconnect switch, airflow switch to prove air flow, fuses, pilot lights, etc., factory pre -wired as part of the assembly to a common junction box with stranded copper wire with 1050C rated insulation complete and ready for installation. All electrical devices shall be UL listed and rated. Unit shall be sized to install in the duct with standard duct connections. 2.9 Ductwork Components and Accessories Flexible Connectors 1. Connectors and all fan -to -duct connections shall be UL listed, 36 ounce per square yard, fire- retardant, airtight, woven fibrous glass cloth impregnated with chloroprene. Clear width, not including clamping section, shall be 4 to 6 inches, crimped into metal edging strip. Fabricate in accordance with SMACNA Duct Construction Standard; as manufactured by Duro Dyne Corp or approved equal. Dampers 2. Manual volume damper construction shall be of the same material as duct construction, reinforced as required and SMACNA -06, unless otherwise specified. Damper blades shall be pivoted on 2 -1/2 inch long cadmium plated pins secured to the blade by means of strap and set screw arrangement. Pivot pins shall be set in self oiling, bronze bushings secured to the damper frame by force fit. Damper shall be equipped with an indicating quadrant regulator, with a locking feature externally located and easily accessible for adjustment. Where damper rod lengths exceed 30 inches, a quadrant regulator shall be provided at each end of the damper shaft. Dampers and air extractors shall be furnished and installed to provide complete efficient air volume adjustment and air pattern to spaces. 3. All control dampers shall be of the single or multiple blade type as required. Damper frames are to be constructed of #12 gauge galvanized steel sheet metal channel with corner braces attached to provide interlocking construction without use of bolts, screws or rivets, and shall have flanges for duct mounting. All blade -to -blade linkage on each section shall be concealed within the damper frame and be of heavy duty construction. In no case shall the section linkage be exposed to the air stream. Damper blades shall not exceed 6" in width with interlocking blade edges and replaceable seals at blade stops. All blades are to AIR CONDITIONING SYSTEMS 15502 -21 r /rr fill 1t a.. Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 be corrugated type construction, fabricated of not greater than #16 gauge equivalent thickness galvanized sheet steel. Seals shall be synthetic elastomer, spring stainless steel or combinations of both, mechanically attached, field replaceable; adhesive shall not be permitted. Seals shall provide a tight closing, low leakage damper of less than shown on damper schedule. Bearing shall be stainless steel sleeve. Provide corrosion resistant hex steel axles positively locked to blades; screws or welds shall not be used. Damper motors, unless noted, shall be 24 VAC, designed in capacity to meet the opening and closing requirements of the damper. 4. Where shown on drawings provide duct mounted, counterweighted, multi - blade, parallel action gravity balanced backdraft dampers of 16 gauge galvanized steel construction, with center pivoted blades of maximum 6 inch width, with felt or flexible vinyl sealed edges, linked together in a rattle -free manner with 90 degree stop, corrosion resistant teflon -filled non -stick bearings, and plated steel hex shaft positively locked to the blade. Provide adjustable counter weight device to permit field setting of closing condition. 5. Where shown on drawings, provide exterior wall mounted, counter weighted, multi - blade, parallel action gravity backdraft dampers similar to duct mounted, but with flanged face for exterior wall attachment and interior bird screen, Air Diffusion Devices 6. Diffusers, registers and grilles as identified on the drawings and shall be listed in latest ADC -01, or be certified as having been tested and rated in accordance with ADC 1062:GRD, and shall match the ceiling condition intended on architectural drawings. Construction and mounting shall prevent flutter, rattle, or vibration. Provide units from Titus or equal. 7. Ceiling Diffusers a) Diffusers shall be removable modular core construction with fully adjustable pattern, no tools required for adjustment. Visible screws or mechanical fasteners for core attachment shall not be acceptable. Provide for duct mounting in ceilings as shown on drawings. Fabricate of corrosion resistant steel with steel frame, components mitered and die formed with factory applied baked enamel off white finish, and shall match ceiling conditions. Duct connections to be not less than 1 ' /2" collars. Provide radial opposed blade damper and multi - louvered equalizing grid with damper adjustable from the diffuser face. The perforated face diffusers shall be used with the perforated plate removable from below the ceiling without removal of the diffuser. AIR CONDITIONING SYSTEMS 15502 -22 ri /s fit Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 8. Supply and Return Registers a) Streamlined and individually adjustable blades, depth of which exceeds '/,- inch maximum spacing with spring or other device to set blades, horizontal face, multi deflection. Fabricate 1 -1/4 -inch margin frame with countersunk screw mounting and gasket. Fabricate of steel with 20 gage minimum frames and 22 gage minimum blades, with factory applied baked enamel finish, except for exposed duct mounted registers with anodized finish. Provide integral opposed blade dampers, operable from the face. 9. Birdscreen a) At ducted fan directly open to a room, provide galvanized steel birdscreen of '/s by 'h inch openings. Fabricate with 1 -1/4 inch margin galvanized steel mounting frame for permanent attachment to ductwork. AIR CONDITIONING SYSTEMS 15502 -23 r.ittij.0141 l Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 10. Access Doors a) Provide rigid and close -fitting doors of galvanized steel, double wall construction with %2 inch rigid insulation, neoprene sealing gaskets, minimum of 2 compression type, quick release fastening locking devices at the door with minimum of 2 hinges, air tight in the closed position, made of the same or greater gauge as the duct but not greater than 20 gauge. Access doors with sheet metal screws are not acceptable. 11. Louvers a) See drawings for louver sizes. Louvers shall be stationery type with 4" deep channel type with frames of 16 gauge galvanized steel construction. Blades shall be heavy gauge drainable fixed type at 45 degree angles. Provide V2" removable expanded aluminum bird screen. Provide flanged frame on outside and extended sill on inside. Louvers shall be rated for water penetration at less than 0.15 ounces of water at velocity of 900 fpm. Pressure drop rating shall be less than 0.15 inches of water at velocity of 900 fpm. 2.10 Filters Filters shall have 80 -85% efficiency for AC units serving the Switch room and 30% efficiency for other unit(s). High efficiency filters shall be ASHRAE 52 tested, replaceable media glass fiber type, installed in a filter frame with side access casing with hinged side access door; filters may also be installed in air conditioning units. Average arrestance for 30% filters shall be 90 - 92 %, and for 80% filters shall be no less than 98 %. Filters shall be U. L. listed as Class 2. Provide high efficiency variCel II 80 -85% filters, and Glide/Pack side access housings and filter frames, or equal by American Air Filter. Provide filter gage and switches to monitor outside air fan coil filter status. Install "high delta P - dirty filter" warning light with label /sign in mechanical room . Light shall be "on" upon a pressure differential across filter of 1.6 inches of water or greater. Filter gauge shall be of the magnahelic type with die cast aluminum housing, case and aluminum parts iridite dipped. Units shall have 4.5 inch dial face with black on white markings and an adjustable signal flag with external set screw. Units shall be suitable for surface mounting and be furnished complete with static pressure taps and vent valves. Scale range shall be 0 to 2 inches of water, the graduations no greater than 0.05 inches. Gauges by Dwyer No. 2002 with filter gauge accessory, Ashcroft or equal. Provide gages at 80 -85% filter assembly serving the outside air fan coil unit and at the filter serving the battery room fan coil unit. AIR CONDITIONING SYSTEMS 15502 -24 ride fAef mor Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2.11 Insulation General: Provide insulation with vapor barrier, and R -value complying with State energy, and local requirements. Chilled Water Piping Insulation 1. Provide Fiberglass piping insulation in accordance with ASTM C547, Class 1 unless noted otherwise. 2. Provide PVC insulation jacket in accordance with ASTM C921, Type I and color coded as follows: chilled water supply light blue, chilled water return light green. 3. Provide circumferential tape indicating the flow direction at 10' intervals. Refrigerant Piping Insulation 4. Acceptable Manufacturers - These specifications are based on products and data of Armstrong World Industries, Inc., and designate the type and quality of work intended under this section. Products of other manufacturers proposed as equivalent must be submitted for written approval by the specifying engineer ten days prior to the bid date. Supporting technical data, samples, published specifications and the like must be submitted for comparison. The contractor should warrant that proposed substitutions, if accepted, will provide performance equal to the materials specified herein. 5. Insulation material shall be a flexible, closed -cell elastomeric insulation in tubular or sheet form: Armstrong AP Armaflex or AP Armaflex SS. Materials shall have a flame spread rating of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E 84, latest revision. Sheet material with a thickness greater than 3/4" shall have a flame spread rating of 25 or less and a smoke developed rating of 100 or less when tested in accordance with ASTM E 84, latest revision. In addition, the product, when tested, shall not melt or drip flaming particles, and the flame shall not be progressive. In addition, all materials shall pass simulated end -use fire tests. 6. Materials shall have a minimum thermal conductivity of 0.27 Btu-in./h-ft2-°F at a 75 °F mean temperature when tested in accordance with ASTM C 177 or ASTM C 518, latest revisions. 7. Materials shall have a minimum water vapor transmission of 0.10 perm- inches when tested in accordance with ASTM E 96, Procedure A, latest revision. AIR CONDITIONING SYSTEMS 15502 -25 Client Name: Qwest r �, r►rvim ►r Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Qwest Site: Seattle, WA Date: February 5, 1999 FLUOR DANIEL TELECOM Rev 0 8. The material shall be manufactured under an independent third party supervision testing program covering the properties of fire performance, thermal conductivity and water vapor transmission. Exterior Duct Wrap Insulation 9. All ducts shall be insulated on the outside with flexible glass fiber blanket with a minimum installed R -Value of 4.5 and Type FSK facing. Insulation shall be furnished with a factory- applied facing with a composite UL rating of 25/50. Before applying duct wrap, sheet metal duct shall be clean, dry and tightly sealed at all joints and seams. Duct Liners 10. Duct liner shall be provided meeting the rquirements of NFPA 90A and 90B and Underwriters Laboratory UL 181, with air surface coated with an acrylic coating treated with an EPA listed anti - microbial agent proven resistant to microbial growth as tested in accordance to ASTM 0 21 and G 22. 2.12 Vibration Isolation Provisions All rotating equipment, hangers, supports, and ducts connected to rotating equipment shall be isolated from the beams, columns, floors, ceilings, joists, walls and all other parts of the structure. Equipment vibration isolation shall be elastomer mount with threaded insert and hold down holes or 'A inch thick rubber waffle pads bonded to each side of inch thick steel plate, or as recommended by the manufacturer. Rubber shall be natural rubber. Elastomer shall be chloroprene. Inorganic materials such as precompressed, high - density, fibrous glass encased in resilient moisture impervious membrane may be provided in lieu of natural rubber and elastomers. 2.13 Temperature Controls Automated Logic Corp. or Siebe Environmental Controls corp., direct digital (DDC) controls. The control contractor shall furnish and install all equipment, accessories and instrument piping required for a complete and functioning system, and components, regularly manufactured for this and/or other systems and shall not be custom designed especially for this project. 1. Wiring (by others) a) The wiring for the entire building control system shall be installed under the electrical contract and in accordance with Project Electrical Specifications. AIR CONDITIONING SYSTEMS 15502 -26 rill tA� �f Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 b) The wiring shall be installed as detailed on the mechanical drawing and as required by the control contractor to provide a complete project. The wiring shall be left with an excess length of wire (10') for the control contractor to pull into his cabinet or end point for his termination, checkout and verification. 2. Direct Digital Control System (DDC) a) The Building Management system (BMS) shall consist of an information sharing network of Stand -Alone Direct Digital Control Panels to monitor and control equipment per the control sequence and the input/output summary as shown on the drawings. b) Each DDC panel shall be defined as the function of each DDC Panel to exchange data on the network trunk with other DDC Panel's without the need for additional devices, such as network managers, gateways or central computers. c) "Stand- Alone" shall be defined as the function of each DDC Panel to independently monitor and control connected equipment through its own microcomputer. d) The BMS shall operate as a true token -pass peer to -peer communication network. Resident processors in each DDC panel shall provide for full exchange of system data between other DDC Panel's on the network trunk. Systems that limit data exchange to a defined number of system points are not acceptable. e) The failure of any DDC Panel on the network shall not affect the operation of other DDC Panels. A DDC Panel failure shall be enunciated at the specified alarm printers or terminals. f) Unitary controllers that use the SCU time clock shall not be considered Stand Alone and shall not be acceptable. 3. Operator Station: a) Provide an Operator Station consisting of a Pentium -based NT computer, minimum 64 SDRAM mb memory, color ink jet printer, 21" SVGA color CRT with 2MB video ram driver, 56K baud modem, 3.5 /1.44K(superdrive) floppy disk drive, Windows NT operating system, and a minimum 8.0G hard drive. The Master Station system software shall be Windows NT based and shall run simultaneously with other Windows -based software such as spread sheets and word processors. Operator Station shall allow multi- tasking AIR CONDITIONING SYSTEMS 15502 -27 2ripti t cam Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 through Windows -based software to all access to lighting control system by others. The operation of the system shall not be affected in any way by turning off the Operator Station except for the loss of graphic displays and archiving of data. All schedule, control logic, alarm and trend logging, and dial -in capacity shall continue if the Operator Station is turned off. b) The system shall be capable of trending any point in the data base. The operator shall be able to add and delete points from the trending database. Trending shall be gathered based on change of value (e.g., 1°F) or time (e.g., every 5 minutes) as programmed by the operator. 2.14 Controls and Instrumentation Remote Telecommunications 1. For computer room air conditioning units, provide communication module equipped with modem for complete remote interface and control of each unit's local control panel and alarm warning functions. See drawings Gas Sensor 2. Provide a gas sensor for detection of battery gases; verify battery type with electrical drawings. A contact signal shall be sent when the presence of battery gases approaches the level or concentration considered to be hazardous by the latest Occupational Safety Health Act. The sensor shall be supplied with 110v and shall have a 110v contact (no) signal to start the 100% outside air ventilation fan. The output signal (nc) contacts shall also shut down the battery room air handling unit. The exhaust fan shall be started and dampers operated as described on the sequence of operation drawing. 3.0 EXECUTION 3.1 General Installation Requirements Equipment shall be installed as indicated, as specified, and in accordance with manufacturer's printed instructions and recommendations. Except where shown in dimensional detail, exact locations of mechanical equipment and duct piping are not shown on design drawings. Materials, including offsets, bends, elbows, or other elements that may be required for the work shall be provided and installed by the Contractor, subject to approval by the Engineer. Verification of Dimensions AIR CONDITIONING SYSTEMS 15502 -28 rif2j),Allt gall Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Scaled and figured dimensions shown on the drawings are approximate only and are not guaranteed. Before proceeding with work, the Contractor shall carefully check and verify dimensions at site, and be responsible for properly fitting equipment and materials together and to the structure in spaces provided. 2. Drawings are essentially diagrammatic and many offsets, bends, special fittings and exact locations are not indicated. The Contractor shall carefully study drawings and premises in order to determine best methods, exact locations, routes, building obstructions, and shall install apparatus and equipment in available locations. The Contractor shall install apparatus and equipment in a manner and in locations to avoid obstructions, shall preserve headroom, and keep openings and passageways clear. Equipment Rough -in 3. The Contractor shall rough -in all HVAC equipment as shown on the drawings and in the specifications. The drawings indicate only the approximate location of rough -ins. The exact rough -in locations shall be determined from large -scale certified drawings. The Contractor shall obtain all certified rough -in information before progressing with any work for rough -in final connections. 4. The Contractor shall be responsible for providing all outlets and services of proper size at the required locations. 5. Rough -in only (unless otherwise designated on the drawings) shall include all services as indicated and required including all ductwork, piping and valves, valving and capping all piping stub -outs and capping all ductwork as required. All ducts and piping shall be capped in a manner suitable for future extension, as shown on the drawings. Equipment Final Connections 6. The Contractor shall provide all piping and duct final connections for all I-IVAC equipment under Division 15 as required herein, specified and indicated on the drawings. Final connections shall be complete with necessary valves, drains, unions, flanges and other required fittings and where indicated on the drawings. Equipment Installation 7. The Contractor shall align, level and adjust all HVAC equipment for proper operation, and install so that connecting and disconnecting of piping and accessories can readily be done and all parts readily accessible for inspection, service and repair. The Contractor shall install equipment in accordance with manufacturer's recommendations and as directed by the Engineer. Prior to start- AIR CONDITIONING SYSTEMS 15502 -29 • r1I, f �i i f Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 up, check equipment for proper alignment, greasing, removal of packing materials and correct rotation. Objectionable Noise and Vibration 8. The Contractor shall construct and brace the metal partitions, ducts and sheet metal housings to prevent vibration or rattling when systems are in operation. He shall install connections to equipment so noise and vibration will not reach the conditioned area through ducts, piping, conduit, sheet metal work, or the building structure. Accessibility 9. Valves, dampers, thermometers, gauges, control devices or other specialties requiring reading, adjustment, inspection, repairs, removal or replacement shall be conveniently installed and accessible throughout the finished system. Provision for Later Installation 10. Where any work cannot be installed as the construction is progressing, the Contractor shall provide for boxes, sleeves, inserts, fixtures or devices as necessary to permit installation of the omitted work during later phases of construction. Arrange for chases, holes and other openings in masonry, concrete or other work and provided for subsequent closure of any openings required for placing equipment. 3.2 Ductwork General 1. Duct strength shall be adequate to prevent distortion under pressure or vacuum created by fast closure of ductwork devices. Ducts shall be secured to the building and shall be supported to prevent vibration and pulsation under operating conditions. 2. For galvanized metal duct, only Pittsburgh corner locks shall be used. ACME lock shall be used for sheet joining where sheets are not cross broken. 3. Flanged joints shall be gasketed with chloroprene full face gaskets. 4. Turning vanes shall not be used. Provide radius elbows. AIR CONDITIONING SYSTEMS 15502 -30 Client Name: Qwest NIA riea r Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Q W e S t. Site: Seattle, WA Date: February 5, 1999 FLUOR DANIEL TELECOM Rev 0 5. Where the size or shape of a duct changes, the transition shall not exceed 15 degrees from the straight run of duct connected thereto, unless otherwise indicated. 6. Manual balancing dampers of the butterfly type shall be provided where indicated to balance each respective main and branch duct. 7. Sheet metal ductwork installation shall be in accordance with SMACNA -06, NFPA 90A, and as indicated. 8. Dampers located at walls shall be enclosed by a rigid sheet metal collar and sealed to building construction with elastomers for complete air tightness. 9. Provide non - hardening, water - resistant, fire- resistant sealants, compatible with mating surface; liquid alone or tape alone, or heavy mastic for steel ducts. 10. Cut or drill temporary test holes in ducts as required. Cap with neat patches, neoprene plugs, threaded plugs or threaded or twist -on metal caps. Permanent test holes shall be factory fabricated, air tight flanged fittings with screwed caps Provide extended neck fittings to clear insulation. Air Diffusion Device Installation 11. Registers and grilles installed in vertical surfaces shall have horizontal face bars set downward at approximately 35 degrees from vertical. 3.3 Insulation Material shall be delivered in non - broken, factory furnished packaging and stored in a clean, dry indoor space that provides protection against the weather. Insulation shall be applied by qualified personnel skilled in this trade. Progressive testing of the systems to be insulated shall have been completed, inspected and approved by the owners' representative before the insulation is applied. Insulation shall not be applied until all surfaces are clean; dry; and free of dirt, dust, grease, frost, moisture and other extraneous elements. Work shall be performed at the temperatures recommended by the product manufacturer. AIR CONDITIONING SYSTEMS 15502 -31 11121 tle ' if Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3.4 Vibration Isolation Air conditioning equipment shall be vibration isolated from building structure using vibration isolators and from connecting ductwork using flexible connectors as specified. Seismic anchor bolts shall be used to tie down the equipment. 3.5 Tests Entire system shall be tested and balanced by an independent air balance contractor per NEBB -01 to provide specified quantities of air, plus or minus 10 percent, and to ensure that each piece of equipment and each system operates in accordance with the manufacturer's instructions. The HVAC system, when properly installed, shall be tested and balanced per NEBB -01 to deliver air flows from each supply register within 10 percent of design specification. 3.6 Instruction The Contractor shall compile and submit to the Engineer six (6) bound Instruction Manuals. Instruction Manuals shall be provided with an index sheet listing the contents in alphabetical order together with reference pages, containing the material listed below: 1. Operation instructions for each system including step -by -step preparation for starting, summer operation, winter operation, shutdown, and draining. 2. Manufacturer's literature describing each piece of equipment furnished or installed, giving the Unit No., System No., Manufacturer's Model No., Drawing No., and equipment performance charts and/or curves, as applicable. 3. Control diagrams, as installed by the manufacturer. 4. Sequence of operation by the control manufacturer. 5. Wiring diagrams, as- installed and color coded, of electrical motor controller connections and interlock connections of all equipment listed in the Equipment Schedules. 6. Diagrammatic location and function of each valve. 7. Maintenance instructions for each type of equipment. 8. Recommended spare parts list. 9. List of nearest local suppliers of all equipment. AIR CONDITIONING SYSTEMS 15502 -32 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 All items listed above shall be available at least four (4) weeks prior to the completion date which will determine the time of the final inspection and the City's instruction period. 3.7 Start -Up The Contractor shall be responsible for functional start-up testing and operation of all systems and shall coordinate with testing and balancing contractor until such time as systems have been accepted by the Engineer. 3.8 Cleaning Contractor shall thoroughly clean all apparatus before placing it in operation, restore finished surfaces, if damaged, and deliver the entire installation in an approved condition. End of Section AIR CONDITIONING SYSTEMS 15502 -33 rids Or nom Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 SECTION 15990 TESTING, ADJUSTING, AND BALANCING 1.0 GENERAL 1.1 Summary A. Scope of Specification This specification prescribes standards for the extent of testing, adjusting, and balancing work required. B. Related Specifications The following specifications prescribe items of related Work: Section 15010 — General Requirements - Mechanical Section 15050 - Mechanical Basic Materials and Methods Section 15240 - Mechanical Noise, Vibration, and Seismic Control Section 15300 - Fire Protection Suppression Systems Section 15400 - Plumbing Systems Section 15550 - Mechanical Pumps and Hydronic Systems Section 15502 — Air Conditioning Systems Section 15690 — HVAC Chillers Section 15980 - Mechanical Testing, Balancing and Adjusting Section 15995 - Mechanical Systems Start UP Coordinate Work prescribed by this specification with Work prescribed by the above listed specifications. C. Related Technical Requirements 1. Testing, adjusting, and balancing specified in this Specification includes the following systems: a. Air handling systems including supply, return and exhaust. b. Hydronic system including chilled water TESTING, ADJUSTING, AND BALANCING 15990 -1 ridr 1Ne t Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.2 References The publications listed below form part of this specification. Each publication shall be the latest revision and addendum in effect on the date this specification is issued for construction unless noted otherwise. Except as modified by the requirements specified herein or the details of the drawings, Work included in this specification shall conform to the applicable provisions of these publications. A. AABC (Associated Air Balance Council) 1. MN -1 National Standards B. ANSI (American National Standards Institute) 1. S1.11 Specification for Octave -Band and Fractional - Octave -Band and Digital Filters. 2. S1.4 Specification for Sound Level Meters. C. ASHRAE (American Society of Heating, Refrigerating, and Air - Conditioning Engineers) 1. Comply with ASHRAE recommendations pertaining to measurements, instruments, and testing, adjusting, and balancing. D. NEBB (National Environmental Balancing Bureau) 1. Procedural Standards for Testing, Adjusting, Balancing of Environmental Systems 1.3 Quality Assurance A. Tester's Qualifications A specialist certified by the NEBB or AABC with at least 3 years of experience in those testing, adjusting, and balancing requirements similar to those required for this project. B. Codes and Standards C. Provide testing, adjusting, and balancing conforming to the codes and standards of ASHRAE and either NEBB or AABC. Calibration of Testing Instruments Measurement instruments used for testing, adjusting, balancing, and commissioning shall be calibrated. The time between the most recent calibration data and the final test report date shall not be over 3 years. TESTING, ADJUSTING, AND BALANCING 15990 -2 ride ► 4 4;01l +.r Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.4 Submittals A. Test Reports Provide certified test reports signed by the test and balance supervisor who performed the work. In addition, have the reports certified by a Professional Engineer who is familiar with testing, balancing and the project, and who is registered in the jurisdiction where testing is being conducted. The final reports shall include identification and types of instruments used and their most recent calibration date. B. Maintenance Data C. Include in maintenance manuals copies of certified test reports and identification of instruments. Qualifications Submit the certified individual qualifications of persons responsible for supervising and performing the actual work, the name of the certifying engineer, and the qualifications of the independent Registered Professional Engineer certifying the report. 1.5 Quality Assurance A. Agenda A preliminary report and agenda shall be submitted and approved prior to the start of testing and balancing work. 1. Review plans and specifications prior to installation of the affected systems, and submit a report indicating deficiencies in the systems that would preclude the proper adjusting, balancing, and testing of the systems. 2. The agenda shall include a general description of each air and water system with its associated equipment and operation cycles for heating, intermediate, and cooling. 3. The agenda shall include a list of air and water flow and air terminal measurements to be performed. 4. The agenda shall incorporate the proposed selection points for sound measurements, including typical spaces as well as sound sensitive areas such as N.O.C. room and conference rooms. 5. The agenda shall also include specific test procedures and parameters for determining specified quantities (for example, flow, drafts, and sound levels) from the actual field measurements to establish compliance with Contract requirements. Samples of forms showing application of procedures and calculations to typical systems shall be submitted. TESTING, ADJUSTING, AND BALANCING 15990 -3 rldr l: yl Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 6. Specific test procedures for measuring air quantities at terminals shall specify type of instrument to be used, method of instrument application (by sketch), and factors for the following: a. Air terminal configuration. b. Flow direction (supply or exhaust). c. Velocity corrections. d. Effective area applicable to each size and type of air terminal. e. Density corrections. 7. The agenda shall include identification and types of measurement instruments to be used, and their most recent calibration date. 1.6 Site Conditions A. General Do not proceed with testing, adjusting and balancing work until the following conditions have been met. 1. Work has been completed and is operable. Ensure that there is no latent residual work yet to be completed on the tested equipment. 2. Work scheduled for testing, adjusting, and balancing is clean and free from debris, dirt, and discarded building materials. 3. Architectural openings (doors, windows, and other openings) that may affect the operation of the system to be tested, adjusted, and balanced shall be at their normal states. 4. Related mechanical systems that may affect the operation of the system to be tested, adjusted, and balanced shall be at their normal operating conditions. 2.0 PRODUCTS 2.1 Patching Materials A. Material Seal, patch, and repair ductwork, piping, and equipment that has been drilled or cut for testing purposes. TESTING, ADJUSTING, AND BALANCING 15990 -4 ri/i ibt ' Al Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1. Plastic plugs with retainers may be used to patch drilled holes in ductwork and housings. 2. Piping shall be capped with the same materials as the piping system. 3. Insulation shall be neatly hemmed with metal or plastic edging, leaving test points visible for future testing. 2.2 Test Instruments A. General Instruments used for measurements shall be accurate, and calibration histories for each instrument shall be available for examination. Each test instrument shall be calibrated by an approved laboratory or by the manufacturer. A representative has the right to request instrument recalibration, or the use of other instruments and test methodology, wherever accuracy of readings is questionable. 1. Additional Instruments Permanently installed measuring instruments, such as temperature and pressure gages shall be checked against transfer standard instruments. Any instrument that does not meet specification requirements shall be replaced or recalibrated. 2. Cone Instruments For diffuser air flow measurements, Contractor shall employ manufactured enclosure type cones capable of air volume direct readings. The readout meters shall meet calibration requirements. B. Standards Utilize instruments and equipment of type, precision, and capacity as recommended in the following standards: 1. NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems. 2. AABC manual MN -1. TESTING, ADJUSTING, AND BALANCING 15990 -5 Ndr tlr �1 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3.0 EXECUTION 3.1 Procedures And Instruments, General 3.2 A. Requirements Adjust systems and components thereof to perform as required by drawings and specifications. B. Test Duration C. Operating tests of heating and cooling coils, fans, and other equipment shall be of no less than 4 hours duration after stabilized operating conditions have been established. Base capacities on temperatures and air and water quantities measured during such tests. Instrumentation Method of application of instruments shall be in accordance with the approved agenda. 1. Apply Instruments in accordance with the manufacturer's certified instructions. 2. Labor, instruments, and appliances required shall be furnished by Contractor. Permanently installed instruments used for the tests (flow meters, Btu meters) shall not be installed until the entire system is clean and ready for operation. Air System A. Procedures 1. Adjustments Adjust air handling systems to provide approximate design air quantity to or through each component and to maintain stable and comfortable interior temperatures free from drafts or stagnant conditions. Conduct adjusting and balancing of systems during periods of the year approximating maximum seasonal operation. [Laboratory doors shall be closed and fume hood sashes full open, and all other ancillary systems in simultaneous operation.] 2. Equalizers Adjust equalizing devices to provide uniform velocity across the inlets (duct side for supply) of terminals before measuring flow rates. TESTING, ADJUSTING, AND BALANCING 15990 -6 ric...211,01011 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3. Balance Use flow adjusting (volume control) devices to balance air quantities (that is, proportion flow between various terminals constituting the system) to the extent that their adjustments do not create objectionable air motion or sound (that is, in excess of specified limits): a. Balancing between runs (submains, branch mains, and branches) generally shall be accomplished by flow regulating devices at or in the divided -flow fitting. b. Restriction imposed by flow regulating devices in or at terminals shall be minimal. Make final measurements of air quality after the air terminals have been adjusted to provide the optimum air patterns of diffusion. 4. Fan Adjustment Total air system quantities generally shall be varied by adjustment of fan speeds or axial -flow fan wheel blade pitch. Damper restriction of a system's total flow may be used only for systems with direct - connected fans (without adjustable pitch blades), provided system pressure is less than 1/2 of an inch WG and sound level criteria are met. 5. Air Measurement Wherever air quantity measuring devices are specified in other sections, use such systems as a crosscheck of portable measuring equipment. a. Except as specifically indicated herein, make pitot tube traverses of each duct to measure air flow therein. Pitot tubes, associated instruments, traverses, and techniques shall conform to ASHRAE Standards. b. For ducts serving modular office areas with movable partitions, which are subject to change, pitot tube traverses may be omitted provided the duct serves only a single room or space and its design volume is less than 2000 cfm. In lieu of pitot tube traverses, air flow in the duct shall be determined by totaling volume of individual terminals served, measured as described herein. c. Where duct's design velocity and air quantity are both less than 1000 (fpm / cfm), air quantity may be determined by measurements at terminals served. 6. Test Holes To optimize reliability of flow measurements, place test holes in a straight duct, as far as possible downstream from elbows, bends, take -offs, and other turbulence generating devices. TESTING, ADJUSTING, AND BALANCING 15990 -7 rile the iI MEI Qwest: FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 7. Air Terminal Balancing Generally, use measurement of flow rates by means of velocity meters applied to individual terminals, with or without cones or other adapters, only for balancing. Determine measurements of air quantities at each type of air terminal (inlet and outlet) by the method approved for the balancing agenda. Conduct laboratory tests to prove methodology when so directed. Conduct such tests in conformance with applicable ASHRAE or ASME codes at no cost. 8. Air Motion B. Data Air motion and distribution shall be as specified and indicated on drawings. Contractor, at no additional cost to Owner, shall, in addition to air motion measurements, make smoke tests wherever requested to demonstrate the air distribution from air terminals. Report For each air handling system, the certified report shall include the data listed below. a. Equipment (Fan or Factory Fabricated Station Unit) (1) Installation data Manufacturer and model Size Arrangement, discharge, and class Motor hp, voltage, phase, cycles, and full load amps Location and local identification data (2) Design data (3) Fan recorded (test) data cfm Static pressure rpm Motor operating amps; motor operating bhp Data listed in schedules on drawings and specifications TESTING, ADJUSTING, AND BALANCING 15990 -8 rifle 1Ae `1 Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3.3 b. Water System A. Procedures Duct Systems (1) Duct air quantities (maximum and minimum) - main, submains, branches, outdoor (outside) air, total air, and exhaust. Duct size(s) Number of pitot tube (pressure measurements) Sum of velocity measurements. (Note!!! Do not add pressure measurements.) Average velocity Recorded (test) cfm; design cfm (2) Individual air terminals Terminal identification, supply or exhaust, location and number designation Type, size, Manufacturer, and catalog identification applicable factor for application, velocity, area, and designated area Design and recorded velocities - fpm (state core, inlet, as applicable) Design and recorded quantities - cfm deflector vane or diffusion cone settings Adjustment Adjust heating, cooling, and condensing water systems to provide required quantity to or through each component. 2. Metering Measure water quantities and pressures with calibrated meters. a. Use metering fittings provided at balancing valves and pressure gages to measure water flow rates and balance systems. Adjust systems to provide the approved pressure drops through the heat transfer equipment (such as coils , chillers, pumps) before the capacity testing. TESTING, ADJUSTING, AND BALANCING 15990 -9 ride tie Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 b. Wherever flow metering fittings are not installed in air / water type heat transfer equipment, determine flow balance by measuring the air side energy differential across the heat transfer equipment. Perform measurement of water temperature differential with the air systems, adjusted as described herein, in operation. 3. Automatic Controls Position automatic control valves for full flow through the heat transfer equipment of the system during tests. 4. Flow Adjust flow through bypass circuit at 2 -way valve to equal flow through the supply circuit, when the valve is in the bypass position. 5. Distribution Adjust distribution by means of balancing devices (cocks, valves, and fittings) and automatic flow control valves as provided; do not use service valves. 6. Special Procedures Where available pump capacity (as designed) is less than total flow requirements of individual heat transfer units of system served, simulate full flow by the temporary restriction of flow to portions of the system; specific procedures shall be delineated in the agenda. B. Data 1. Report The certified report for each water system shall include the data listed below. a. Pumps: (1) Installation data Manufacturer and model Size Type drive Motor hp, voltage, phase, and full load amps (2) Design data gpm (gallons per minute) Head rpm, bhp, and amps TESTING, ADJUSTING, AND BALANCING 15990 -10 ride fbe! MEI Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport /Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 (3) Recorded data Discharge pressures (full -flow and no -flow) Suction pressures (full -flow and no -flow) operating head Operating gpm (from pump curves if metering is not provided) no- load amps (wherever possible) Full -flow amps No -flow amps b. Converters and Heat Exchangers (1) Installation data Manufacturer, model, and type gpm Inlet (entering) and outlet (leaving) temperatures Water pressure drop [Entering steam pressure] (2) Recorded data gpm (if metered) Entering and leaving water temperatures - system Water pressure drop Heating (or cooling) media (conditions) - steam pressure [temperature] and condensate temperature, or entering and leaving water temperature Heating (or cooling) media - flow (gpm or lb / hr) c. Air Heating and Cooling Equipment: (1) Design data Load in Btu or MBh gpm Entering and leaving water temperature Entering and leaving air conditions (DB and WB) [Entering steam pressure] cfm Water pressure drop TESTING, ADJUSTING, AND BALANCING 15990 -11 Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 (2) Recorded data Type of equipment and identification (location or number designation) Entering and leaving air conditions (DB and WB) Entering and leaving water temperatures [Entering steam pressure] gpm (if metered) temperature rise or drop d. Water Chilling Units: (1) Installation data Manufacturer and model Motor hp, voltage, cycles, phase, and full load amps Part load amperes gpm - chiller and condenser Water pressure drop - chiller and condenser Entering and leaving water temperature - chiller and condenser (2) Recorded data (chiller and condenser) gpm Water pressure drop Entering and leaving water temperature Amperes 3.4 Heat Exchanger Capacity Verification A. Verify air coil capacities from air side measurement data. Capacities of coils shall be the difference of the energy carried by the air between the upstream and downstream of the coils. B. Use the measured air flow rate for the fan or the air coil capacity calculations providing no ducted bypassing of coil is occurring. C. Verify water / water heat exchanger equipment capacity by measuring the flow rate and temperature differential of the water. D. Verify steam / water heat exchanger capacity by measuring the flow rate and temperature differential of the water. E. Perform capacity verifications after air and water systems have been balanced. Heat exchangers using steam as the exchange medium shall have the steam measured and adjusted to the specified pressure. TESTING, ADJUSTING, AND BALANCING 15990 -12 ride lNe �t aye Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 F. Apply false load if the upstream air or water does not meet the specified conditions at the time of test. 3.5 Sound Test Procedures A. Procedures 1. Make tests of sound levels at each selection point included in the agenda. 2. Timing Take sound level measurements at times during which the building is unoccupied, or when activity in surrounding areas and background noise level in areas tested are at a minimum, relatively free from sudden changes in noise levels. a. Take measurements with all equipment except that being tested turned off. b. Measure the required sound levels at any point within a room no less than 6 feet from an air terminal or room unit, and no closer than 3 feet from any floor, wall, or ceiling surface. 3. Meters Measure sound levels with a sound meter complying with ANSI S1.4. Use the A scale to measure overall sound levels. To determine the specified octave band levels, supplement the above sound level meter set on C scale by an octave band analyzer complying with ANSI B 1.11. 4. Equipment Components Equipment Component of room sound equals LPt -C. Determine Equipment Component of room sound (noise) levels for each of 8 octave bands as follows: a. Measure room sound pressure level LPb with equipment to be tested shut off. b. Measure room sound pressure level LPt with equipment to be tested turned on. c. Calculate LPt -LPb; if this value is less than 1, rerun applicable test with lower background level (LPb) unless LPt is within sound pressure level specified for equipment. d. Determine c from the table below: TESTING, ADJUSTING, AND BALANCING 15990 -13 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 B. Data 1. Report The certified report shall record data on sound levels taken at each of the following selected location: a. Source of sound and location. b. Diagram or description of relationship of sound source to measuring instrument. c. A scale readings for equipment being tested turned off (ambient) and for equipment being tested turned on (operating conditions). d. Readings at each specified octave band frequency for equipment being tested turned off (ambient) and for equipment being tested turned on (operating conditions). e. Equipment Components of sound (noise) levels with applicable calculations per Sound Test Procedures. f. Graph showing relationship between pressure levels specified and recorded readings. 2. Retest Subsequent to any correctional construction work, such as acoustic corrections, make measurement to verify that associated air and water quantities, as previously measured, have not been disrupted. a. After final adjustments of air and water systems involved, certified report shall record all sound data and their locations. 3.6 Certified Reports A. Submittals Submit 3 copies of the reports described herein, covering air and water system performance, air motion (fpm), and sound pressure levels before final tests and inspection. B. Instrument Records Include type, serial numbers, and dates of calibration of all instruments. TESTING, ADJUSTING, AND BALANCING 15990 -14 ri0� tb4 ft Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 C. Reports Reports shall conspicuously identify obvious maloperation and design deficiencies as well as items not conforming to Contract requirements. D. Certification The reports shall be certified by an independent Registered Professional Engineer who is versed in the field of air and water balancing and who is not affiliated with any firm involved in the design or construction phases of the project. Certification shall include checking of adherence to agenda, to calculations, to procedures, and to evaluation of final summaries. 3.7 Final Commissioning Tests, Inspections, And Acceptance A. Scope Test shall demonstrate that capacities and performance of air and water systems comply with Contract requirements. 1. At the time of final inspection, Contractor shall recheck a random selection of the data (water and air quantities, air motion, and sound levels) recorded in the certified report. In addition, courtrooms, auditoriums, and conference rooms shall be rechecked. [Laboratories shall be rechecked for satisfactory air flow and motion on vicinity of and through hoods.] 2. Points and areas for recheck shall be selected by the commissioning team. 3. Measurement and test procedures shall be the same as approved for work forming basis of certified report. 4. Selections for recheck (specific plus random), in general, shall not exceed 25 percent of the total number tabulated in the report, except that special air systems may require a complete recheck for safety reasons. B. Retests If for 10 percent or more of the rechecked selections the random tests elicit a measured flow deviation of 10 percent or more from or a sound level of 2 dB or more greater than that recorded in the certified report listings, the report shall be automatically rejected. In the event the report is rejected, all systems shall be readjusted and tested, new data recorded, new certified reports submitted, and new inspection tests made, at no additional cost. Retainage time shall be based on the date of the final acceptance of the certified report. TESTING, ADJUSTING, AND BALANCING 15990 -15 ridr !bt f! Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999. Rev 0 C. Marking of Settings Following final acceptance of certified reports, the settings of valves, splitters, dampers, and other adjustment devices shall be permanently marked by Contractor so that adjustment can be restored if disturbed at any time. Devices shall not be marked until after final acceptance. 4.0 ATTACHMENTS Not applicable. End of Section TESTING, ADJUSTING, AND BALANCING 15990 -16 Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 SECTION 15995 MECHANICAL SYSTEMS START -UP PART 1 - GENERAL 1.1 DESCRIPTION This specification covers the technical requirements for start-up of mechanical systems and equipment. The Contractor shall provide all labor, supervision, materials, tools and equipment as required for start-up of all mechanical systems and equipment. Mechanical systems and equipment shall include HVAC, plumbing, fire sprinkler system and associated instrumentation, and control systems associated with those systems. Test and balance services shall not be initiated until this Mechanical Systems Start-Up phase is completed. This specification is intended to expand and supplement, but not to supersede or vary, the general terms and conditions of the contract. In the event of any conflict between this specification and the contract terms, the contract terms shall govern. 1.2 RELATED WORK SPECIFIED ELSEWHERE All work required in the specifications listed below: Section 15010 — General Requirements - Mechanical Section 15050 - Mechanical Basic Materials and Methods Section 15240 - Mechanical Noise, Vibration, and Seismic Control Section 15300 - Fire Protection Suppression Systems Section 15400 - Plumbing Systems Section 15550 - Mechanical Pumps and Hydronic Systems Section 15502 — Air Conditioning Systems Section 15690 — HVAC Chillers Section 15980 - Mechanical Testing, Balancing and Adjusting Section 15995 - Mechanical Systems Start UP MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -1 rid, lk t l cion Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 1.3 SCHEDULE Contractor shall develop and coordinate with the Architect/Engineer a sequence of work schedule. So that initial operation may commence at the earliest possible date, prestart-up work, insofar as is reasonably possible, may proceed before the entire installation is mechanically complete. Contractor shall arrange for the services of such representatives, by selected equipment manufacturers. As listed in specifications of Division 15, and as are deemed necessary by the Contractor to assist in the installation and start -up of the equipment. 1.4 QUALITY ASSURANCE Contractor shall schedule and lead weekly shop drawing coordination meetings at the jobsite. All affected subcontractors shall be required to prepare their drawings on the same transparent format for overlay analysis of all systems. Submit the schedule of shop drawings coordination meetings within 15 days after award of bid. Typically schedule- driven haste results in systems being checked -out and brought on -line in a haphazard manner, resulting in numerous problems. Contractor shall allow adequate time in the schedule to provide thorough and systematic check -out of all systems to include the following: Equipment delivery inspection by Contractor, subcontractor, vendor, and the Architect/Engineer. Mechanical/Plumbing: Contractor and vendor inspections and certification(s) to assure that all the manufacturer's recommended start-up of the equipment has been properly completed. Pressure tests, flushing, air and water balancing, load testing required by the contract documents. Electrical: Contractor and vendor inspections and certification(s) to assure that all the manufacturer's and the Architect/Engineer's recommended megger /hypot testing, start-up and energizing of the equipment have been properly completed. See Specification 16400 Electrical for test procedures. Load testing per Specification 16400 Electrical Controls: Hardware installation and associated instrument terminations /loop check is completed. Control systems installation is not a part of this specification. All controls and BMS hardware installation and software shall be complete and loaded into the head -end equipment. The shakeout of all systems interfacing with the control system (e.g., life safety, building automated systems, lighting control systems, etc.) is complete. Mechanical /Plumbing/ElectricaUControls: All systems are walked by the Contractor, subcontractors, the Owner, and Fluor per the current contract documents and are acceptable. Miscellaneous consideration for the inspection of local authorities shall be included. Systems /equipment are turned over to the Owner for his use, operation and MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -2 ride the Int Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 maintenance. Frequently, capable subcontractors will misinterpret the designer's intent for systems operation. Problems in operation may result. Contractor shall schedule regularly meetings between Fluor, the design team and the subcontractors early in the project to help alleviate these misinterpretations. Problems at start -up may occur due to errors in design, installation or equipment manufacture; therefore, it is imperative that all parties be present at start-up operations. Contractor shall verify with all appropriate equipment manufacturers that they will have a representative present at start-up. Contractor shall schedule and document all required training of Owner personnel. 1.5 SUBMITTAL Completed mechanical systems and equipment start -up checklist covering all items of prestart -up and start -up checks compliance. The checklist shall contain the date, signature and check mark of the responsible party(ies) performing and certifying completion. Submit within 30 days after completion. Completed checklists shall be for each system or piece of equipment/component, or loop system, assembled in three -ring binder complete with index and tab identification. 1.6 MECHANICAL COMPLETION This paragraph defines the work to be performed by the Contractor to achieve mechanical completion prior to start-up. The general outline of mechanical completion work shall be as described in the following subparagraphs. Erection in Accordance with Drawings, Specifications, and Applicable Codes The plant shall be erected in accordance with the Contractor's drawings and vendor prints issued for the project. The work and materials shall be installed in accordance with the project specifications and vendor's instructions, as issued. Applicable codes, as listed in the project specification, shall be followed for materials and workmanship. Non - Operating Adjustments and Cold Alignment The procedure for the completion of field fabrication, erection, and installation, as called for on the design drawings, as set forth in the engineering specifications, and as outlined in the manufacturer's installation instructions shall also include non - operating adjustments and cold alignment check on equipment such as air conditioning units, fans, and miscellaneous special equipment, etc., shown on the drawings. Electrical Polarity Checks and Insulation Resistance Measurements Proper rotation and insulation resistance megger checks for electrical motor drivers shall be made in accordance with Section 16400 Electrical. MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -3 ride tit Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 After installation, the electrical instrument circuits shall be checked for continuity of circuits. Mechanical, Hydrostatic and Pneumatic Tightness Tests The testing of equipment shall have been conducted by the manufacturer or fabricator in accordance with the codes and specifications under which such equipment has been procured, purchased, and manufactured. The testing of instruments, including relief valves, shall have been performed by the manufacturer, and certified test data provided to Construction Manager where called for by the specification under which such equipment has been procured, purchased, and manufactured. Those instruments which are specified as requiring field calibration shall be calibrated prior to installation utilizing certified instrument technicians. Piping and equipment shall be turned over to the Owner, tested, and free of residue or waste. Inspection Check of Piping and Instrumentation Versus Flow Diagrams An inspection check of wiring and instrumentation, as installed, shall be made to ensure proper installation, in accordance with the flow diagram. 1.7 MECHANICAL COMPLETION ACCEPTANCE When the Contractor considers that portions of the installation (a unit, system or area) are mechanically complete, Contractor shall notify the Architect/Engineer in writing. If the Architect/Engineer concurs, he shall promptly approve such notification for that portion or, if he does not concur, he shall promptly notify the Contractor, in writing, of any unfinished work or deficiency to be corrected. Failure of the Architect/Engineer to approve a mechanical completion or to provide a list of unfinished work and /or deficiencies, within ten (10) calendar days after notification, shall constitute approval and acceptance by the Architect/Engineer of mechanical completion. Contractor shall notify the Architect/Engineer in writing when all listed exceptions, if any, have been corrected. A system or part of an area unit may be accepted by the Architect/Engineer for start of precommissioning prior to an area being 100% mechanically complete. Those items not being complete shall be the basis for an "Exceptions List ". Items on the Exceptions List must conform to the following: Long term solution (more than a week). Long delivery items (more than two weeks). Non - critical items which will not affect the safety or interfere with the production process. Must be mutually agreed to by the Architect/Engineer. If the Architect/Engineer agrees that the system and/or area is in acceptable condition, he will so indicate to the Contractor and the Mechanical Completion Acceptance form shall be prepared with an attached Exceptions List and submitted. Upon signing of letter, the Architect/Engineer assumes custody for the system and/or area. All safety locks on MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -4 rat lir i! Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 electrical equipment are removed by Contractor (except for those on items listed on the Exceptions List) at time Owner takes custody. The Exceptions List shall be tracked and updated on a weekly basis and each item will be signed for acceptance by the Architect/Engineer. When all the Contractor's work, as defined in this Mechanical Completion Specification, has been completed, the Architect/Engineer shall approve a final mechanical completion acceptance statement for the entire installation within thirty (30) calendar days of notification or mechanical completion of the plant shall be deemed approved and accepted by the Architect/Engineer. 1.8 OWNER'S CUSTODY AND MAINTENANCE Upon acceptance by Owner of mechanical completion of agreed upon areas of the installation, Owner shall assume custody of such portions of the completed work, and shall also maintain them in satisfactory operating condition until completion of the entire section. 1.9 MECHANICAL COMPLETION ACCEPTANCE NOTIFICATION Contractor shall provide written notification for acceptance of mechanical completion, which shall be used for final acceptance. Contractor shall use the Mechanical Completion Checklist, Section 2.4 of this specification which will be completed to contain the date, signature and check mark of the responsible parties performing and certifying completion, for each equipment or system. PART 2 - MECHANICAL COMPLETION CHECKLIST 2.1 The Mechanical Completion Checklist below defines, for each type of equipment, what work shall be done by the Contractor to meet the requirements for mechanical completion prior to start- up. 2.2 The Contractor shall perform the checks, tests, and other work listed, in accordance with Contractor's established practices and applicable codes. 2.3 Items of equipment not specifically shown in the checklist shall be handled in the same manner as similarly- listed equipment. MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -5 ride lit aim Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 2.4 MECHANICAL COMPLETION CHECKLIST EQUIPMENT CHECKLIST Air Conditioning Units Signature: Date: Visual installation inspection - correct tag no., damaged and missing parts, unit configuration. Manually test one unit for leakage rate. Check motor nameplate speed, horsepower, and voltage against equipment schedule. Loop checkout ductwork, piping and electrical connections are complete. Verify installation is secured and check on alignment. Verify installation is per manufacturer's recommendation. Install proper lubricants supplied by vendor. Check driven equipment rotation manually to ensure freedom of movement. "BUMP" motors to verify correct direction of rotation. Check out alignment as directed by manufacturer's specifications. Loop checkout auxiliaries, control systems, alarms, signals, etc., for continuity. Verify proper installation of all vibration isolators, external and internal, and of all flexible connections. Install one set each of start -up 30% and 80% filters and all other filter media. MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -6 ride 141 I .em Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Computer Room Units Signature: Date: Visual installation inspection - correct tag no., damaged and missing parts, unit configuration. Manually test one unit for leakage rate. Check motor nameplate speed, horsepower, and voltage against equipment schedule. Loop checkout ductwork, piping and electrical connections are complete. Verify installation is secured and check on alignment. Verify installation is per manufacturer's recommendation. Install proper lubricants supplied by vendor. Check driven equipment rotation manually to ensure freedom of movement, "BUMP" motors to verify correct direction of rotation. Check out alignment as directed by manufacturer's specifications. Loop checkout auxiliaries, control systems, alarms, signals, etc., for continuity. Verify proper installation of all vibration isolators, external and internal, and of all flexible connections. Install one set of start-up 80% filters and all other filter media. MECHANICAL SYSTEMS START -UP - MECHANICAL 15995 -7 rids fir Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Piping Signature: Date: Perform any special tests and special chemical cleaning or pickling required by drawings and specifications. Hydrostatic or pneumatic test all piping as required by drawings and specifications. (Note expansion joints shall be removed during testing operations and replaced thereafter.) Provide and install all strainers, both temporary and permanent, as called for on drawings and specifications. Check for tightness and also proper tagging of individual shutoff valves and traps. Make a final flow sheet check of the piping system to verify installation to drawings. Flush lines for cleaning only. Block out, blind or remove control valves as required for cleaning and flushing. Blind -bind off /or gag all safety valves during line testing. Remove blinds after testing. Supply and install line identification tags and signs. Check that piping installation is complete including seismic bracing and vibration isolators. Verify proper installation of all vibration isolators. Verify operation and setting of all pressure relief valves. MECHANICAL SYSTEMS START -UP - MECHANICAL 15995 -8 ridr f: " if Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Ductwork Signature: Date: Perform pressure leak test on all ductwork as required by drawings and specifications. Loop checkout duct installation for each system is complete including seismic bracing and vibration isolators and all damper assemblies. Check on proper installation and type of duct insulation and duct silencers. Instruments and Control Loop Checkout Signature: Date: set all controllers to the correct action from normal settings. Set all field- mounted switches in accordance with manufacturers instrument data sheets. Check continuity of electrical circuit systems and thermocouple leads. Local Thermometers: Install immediately prior to turnover to prevent damage during construction, except on insulated lines, where installation will be as required. Hand Control Valves: Actuate each valve manually to ensure that it strokes properly through 100% range. Positioners: Check mechanical linkage. MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -9 rat fir mum Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Electrical Signature: Date: Main Power Supply: Close main breaker and check phase rotation and voltage. Energize feeders. Set supply breaker auxiliary relays; (done by Testing Contractor). Motor Starters (rupplied with equipment): Inspect for damage, missing parts, and mechanical operation. Check circuit breakers, fuses, overload relays, current and potential transformers for size, rating, and setting. If oil immersed, check oil level and type of oil. Check relay, meter, and control systems for continuity. Test starter and control circuit with "megger ". Refer to project electrical specification for other miscellaneous prestart -up checklist. MECHANICAL SYSTEMS START -UP - MECHANICAL 15995 -10 ride li ►it Qwest FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 PART 3 - EXECUTION 3.1 SYSTEM CHECKS AND ADJUSTMENTS BEFORE START -UP Before start-up, check all systems to verify that there are no open branches, there are no leaks, that the systems have not been damaged, all instruments are in place and that the systems are complete. Visually inspect each piece of equipment and instrument to verify that it is securely fastened in place and that it is correctly identified by number on attached tag. Verify that each piece of equipment and all its related instruments and devices are installed correctly, undamaged and that there is no readily apparent reason why the specific equipment in question is not in good condition and ready to operate. On each belt driven fan, the "V" belt(s) shall be inspected for wear and for adjustment. If belts are worn, stretched or, in general, unserviceable, they shall be replaced with new belts. Where multi -belt drives require belt replacement, belts shall be replaced in matched sets. Belt tension and alignment shall be adjusted as recommended by equipment manufacturer. Verify that all belt guards and equipment guards are in place before operating equipment. On all rotating equipment, bearings and/or drive couplings shall be checked for alignment. Bearings and drive couplings shall be adjusted if required to provide proper operating clearance and alignment in accordance with manufacturer's recommendations. Where bearings are not of the permanent lubricated type, they shall be lubricated in accordance with the manufacturer's recommendation. Verify that all guards are in place before operating equipment. Before start-up, and periodically thereafter, Contractor shall check and clean as necessary screens at outside air intakes to ensure that these screens remain clean during start-up, testing and balancing, and operation. Before energizing drive motors, equipment shall be rotated by hand to verify equipment is free to rotate and equipment is in alignment. Before connecting shaft coupling, belting, etc., to the motor driver, the shafts of the driven equipment shall be rotated manually to ensure freedom of movement. If necessary, factory coupled drivers and driven equipment shall be uncoupled in the field, and both units checked for freedom of rotation. On fans, and other applicable mechanical equipment and machinery, the flanges shall be fitted -up, in close parallel and lateral alignment, prior to tightening the bolting. Pipe supports, spring hangers, including constant support-type, shall be checked for proper adjustment of travel, and correctly positioned for the cold condition after installation. Hangers which have been set at the factory shall have the travel position checked after installation. MECHANICAL SYSTEMS START -UP — MECHANICAL 15995 -11 rid, tir ! i Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 Verify that all damper blades are in alignment and rotate freely and that linkages are properly connected. Verify that all motorized dampers will fail open or fail closed as required by the damper data sheets. Stroke all motorized dampers to verify proper throttling range. Adjust damper linkage as necessary to provide required operation. Perform an instrument loop check on a loop -by -loop and system -by- system basis which shall be completed prior to energizing any mechanical system. The loop check shall be performed by simulating primary control element output through entire operating range and operating contro!s on all panels and local stations. System operation shall be observed, including correct instrument action, control and alarm contact action. Each annunciator point shall be observed for indication of alarms. Alarm contact closures in panels shall be checked for correct operation. The programmable logic and other controllers shall be tested in this manner (simulating inputs and observing outputs) for compliance with reference logic diagrams and flow diagrams. Instruments having adjustable zero and span shall be checked for correct zero calibration. Instrument loop check shall be documented on a loop check documentation form. After each loop check is complete, the Contractor shall sign the loop check documentation form. Every instrument in the mechanical systems shall be loop checked and documented in this manner. 3.2 START -UP When all prestart-up checks have been satisfactorily completed, all adjustments have been made, dampers and valves are oriented to allow fluid flow in system, and all safety guards are in place, drive motors shall be momentarily energized to verify proper direction of rotation. Where equipment is found to be rotating in the wrong direction, motor leads shall be interchanged to correct direction of rotation. When rotational checks have been completed, energize equipment drive motors and bring equipment up to speed. After rotating equipment is brought up to speed, Contractor shall verify that equipment is not generating excess vibration or noise and that the equipment is operating normally. Motor voltage, amperage and RPM readings shall be made and recorded. The Contractor shall verify that voltage, amperage and RPM are within nameplate ratings. If equipment is not operating normally or if motor parameters are not within nameplate ratings, the equipment shall be turned off and the Construction Manager shall be notified in writing. MECHANICAL SYSTEMS START -UP — MECHANICAL` 15995 -12 ride tie ' I Qwest. FLUOR DANIEL TELECOM Client Name: Qwest Project Name: Seattle Transport/Switch Site Contract Number: 04488802 Site: Seattle, WA Date: February 5, 1999 Rev 0 3.3 RETESTING Results of start -up /testing shall be reviewed by the Architect/Engineer. Systems and equipment that do not meet the operating requirements of these specifications and contract documents shall be subject to retesting. Any retesting shall be done at no additional cost to the Owner. 3.4 SAFETY Contractor shall at all times keep belt guards, drive coupling guards, electrical insulators, and other equipment guards in place and adjusted so as to provide protection to personnel and equipment. Where an unsafe working condition is observed by Contractor, Contractor shall correct such unsafe condition and inform the Architect/Engineer of the existence of the unsafe condition and of the measures taken to correct the hazard. END OF SECTION MECHANICAL SYSTEMS START -UP - MECHANICAL 15995 -13 April 9, 1999 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Thomas Myers 1019 Pacific Avenue, Suite 1011 Tacoma, WA 98402 Dear Mr. Myers: RE: CORRECTION LETTER #2 Development Permit Application Number M99 -0033 Qwest Communications 6101 South 180th Street 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. The Building Division has the following comments: 1. Structural engineering is required for each roof mounted equipment greater than 400 pounds in weight. This was identified in Correction Letter #1 dated March 8, 1999 and was not responded to. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, LLIA. e Br d Holt a l of Permit Coordinator encl xc: File No. M99 -0033 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila John W. Rants, Mayor March 8, 1999 Department of Community Development Steve Lancaster, Director Thomas Myers 1019 Pacific Avenue, Suite 1011 Tacoma, WA 98402 Dear Mr. Myers: RE: CORRECTION LETTER #1 Development Permit Application Number M99 -0033 Qwest Conununications 6101 S 180 St 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 review comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision 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 messeneer service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. M99 -0033 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax: (206)41313665 t., DATE: PROJECT NAME: APPLICATION NO: PLAN REVIEWER: f• I' f. 1.': IJ�tt.:) 211. Ik17 .1eli?T+.Y?.16:YY•'.;:%V.e174; *St,L:•'tiY;l?Jr:Gf.".97!w BUILDING DIVISION REVIEW March 5, 1999 Qwest Communication mechanical permit application M99 -0033 Ken Nelsen, Plans Examiner (206) 431 -3670 Determination of correction requirements, please review the following comments. 1. Provide general specification data for new RTU unites 1 through 4. 2. Revise the plans to show applicable Fire /Smoke dampers at the rated corridor construction and the battery room separation. Specify the damper requirements complying with U.B.C. Section 713. 3. Structural engineering is required for each roof mounted equipment greater than 400 pounds in weight. 4. Each H.V.A.C. supplying air in excess of 2,000 CFM must be provided with smoke detected automatic shutoff complying with U.M.C. Section 608. No further comments at this time. .. ., x.:4'4 Perri4- Cx,ord. Cap PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0033 DATE: 4 -16 -99 PROJECT NAME: QWEST COMMUNICATIONS Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Buildingbivision Awe. 5'(3- I I Public Works 570 Ng Fire Prevention nWG 2--24 -g9 n Structural v DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete n Complete V Comments: (i/'L Planning Division Permit Coordinator DUE DATE: 4 -20 -99 Not Applicable TUES /THURS ROUTING: Please Route Routed by Staff No further Review Required (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -18 -99 Approved Approved with Conditions 1 Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: U'R•ROUTE.DOC 6/98 { Peximitl-CDOrrot• t� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0033 DATE: 4 -6 -99 PROJECT NAME: QWEST COMMUNICATIONS Original Plan Submittal Response to Incomplete. Letter Revision # After Permit Is Issued XX Response to Correction Letter # 1 DEPARTMENTS: Building Division Public Works 4.461q Fire Prevention Structura) tgi LI Planning Division 141tt 4847 Permit Coordin for fiC DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -8 -99 Complete Incomplete n Comments: Not Applicable n TUES /THURS ROUTING: Please Route 0 No further Review Required 0 Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -6 -99 Approved 0 Approved with Conditions Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 f4,yw% Cord . Cop9 PLAN REVIEW/ROUTING S IP ACTIVITY NUMBER: M99 -0033 DATE: 2 -10 -99 PROJECT NAME: QWEST COMMUNICATIONS xx Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: 510 Buil mg Division Fire Prevention �{ �u llic Works Structural ra L)�S 210-161 Planning Division rig h 2 —/o -1 S Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 -11 -99 Complete RI Incomplete n Not Applicable n Comments TUES /THURS ROUTING: Please Route g Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -11 -99 Approved Approved with Conditions ❑ Not Approved (attach comments) 21 1/4 6e 1r i& t Jn Uh' - / mi.a;ded REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions DUE DATE: Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR•ROUTE.000 6/90 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: L ' RD -qq Plan Check/Permit Number: N\Gl R 0033 Response to Incomplete Letter Response to Correction Letter *2.. Revision after Permit Issued Project Name: "10"'S„ MM +�+ Project'Address: t9 / 0 SQ 6 V 7 L 3 / Contact Person: Jfl **cc AlltiC Phone Number: S7S's —.3 5/27 Summary of Revision: a- -s 4S6 -MIK) IK RECEIVED CI Y OF TUKWILA 1999 PERMIT CENTER Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 313(44_ Er Entered in Sierra on 1 ' 11p l 3/4/99 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: ✓6 -A/ ❑ Response to Incomplete Letter Response to Correction Letter ❑ Revision after Permit Issued Project Name: Project Address: Contact Person: Plan Check/Permit Number: mom- woo • „ .P . , 1 % AI VIDI 5 !�0 4b 'fhnwu.s Myps Summary of Revision: Phone Number: c e 4r k Q kI vac it 1,55 Sheet Number(s) RECEIVED "Cloud" or highlight all areas of revisions and date revisions.-OF- 1UKWILA Submitted to City of Tukwila Permit Center Entered in Sierra on 31/1/1/014---- APR 0 6 1999 PERMIT r:PMER 3/4/99 BUILDING DIVISION REVIEW DATE: March 5, 1999 PROJECT NAME: Qwest Communication mechanical permit application APPLICATION NO: M99 -0033 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 -3670 Determination of correction requirements, please review the following comments. 1. Provide general specification data for new RTU unites 1 through 4. 2. Revise the plans to show applicable Fire /Smoke dampers at the rated corridor construction and the battery room separation. Speci the damper requirements complying with U. .C. Section 713. j`j ., 21 c1 — 1 Nr p 5 n 13 51101,4 hi M -2), 3. Structural engineering is required for each roof mounted equipment greater than 400 pounds in weight. GA upcookIs FP_o� ►-pOD( 4. Each H.V.A.C. supplying air in excess of 2,000 CFM must be provided with smoke detected automatic shutoff compl 'ng wit U.M.C. Section 608. i•101 06 ) M --I P<A b,, No further comments at this time. Fire Department Review Control #M99 -0033 (510) John W. Rants, Mayor Thomas P. Keefe, Fire Chief February 24, 1999 Re: Q West Communications - 6101 South 180th Street Dear Sir: The attached set of mechanical plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57.5-4404 • Fax (206) 57544139 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, rn E3/6 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) .57$ 44.39 • • Dttdlh And Display Certificate F623-032.000 (81971 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 MACDOM *248J9 08/01/1999 EFFECTIVE DATE 04/29/1976 MACDONALD MILLER CO 7717 DETROIT AVE SW SEATTLE WA 98106 Detach And Display Cet liana VENTILATION TABLE SPACE DESCRIPTION AREA DENSITY OUTSIDE AIR OFFra OCCUPANCY ARPA 6.200 SO. 0.15 UM OA SO. FT 930 [FM 15 C'-'''..0 /PERSON 9.1. 50. FT. 300 so. 1 /PERSON 450 CFN (2) NORTH Ex STING A/C UNITS - - 125 COI EACH (A) SOUTH EXISTING A/C UNITS - - 465 CFN EACH -I A A YINN f Dof f HIPS DPwrA ' - GRILLE (S DppL ER OR Fz G RED`1 NAxsij CaRfILOwW DIRECTION r EO - E T 000W REDO IN DRECHLN M S DU F PE. A.K FLr t ® ® PIPE. DR EUP I DUCT E SECFOI R N 1 i1 5 ® TCH SELTOSEOH SECTItON LAP gIIIIIII]Q RO E ouCT WT F r� UANIH ESE Fx IRE(. TION VANE atEL1I VANES DUCT. S N E LNDU iL) "CT' DUCT SILENCER (ES) �IB x 20f 5) THERMOSTAT of �wo ES) ACCESS DOOR IN DUCT FLEXILE CONNECTION SINGLE LINE FLEXIBLE DuCT DUCT BRANCH WITH mANUALLY vol uuE DAMPER (ADJUSTABLE)PER `P M " DAMPER (FlxED ETRE DAmPER AND ACCESS DOOR SMOKE /FIRE DAMPER MANUAL VOLUME DAMPER MOTORIZED DAMPER, f T BACKDRAFT DAMPER 15' MAX DUCT T N DWG.) D CT SITION t . DAV WITHOUT REHEAT COIL . : HOC WITH REHEAT COIL 'i-o Cv WIIAOAI REHEAT CGIA ,_011_ CV WITH REHEAT COIL HD-, REHEAT COIL • CEILING DIFFUSER (SUPPLY) El CEILING REGISTER OR GRILLE (RETURN) [] CEILING REGISTER OR GRILLE (EXHAUST) FLOOR GRILLE (SUPPLY OR RETURN) UC r DOOR UNDER CUT DOOR LOUVER SAFELY AIR (DIRECTION) DIRT ( REG i -1y FT 3.9 SINGLE PACKAGE ROOFTOP A/C UNITS. SYSTEM SHALL INCLUDE THE FOLLOWING FEATURES A ROOF CURB W /VERTICAL DISCHARGE IT DETECTORS B •CONNECIGN OF SO e S NTHACTOR SL6CONNECT SWITCH AND CONVENIENCE OU[LET. (UNIT PROVIDER By OTHERS). NOMINAL CAPACITY. TONS 25 SENSIBLE CAPACITY, BTU /HR 239,000 NOMINAL AIR VOLUME, CFM VENTILATION RATE CEM, MIN -Max NONE REFRIGERANT ONER SuPP LY , VOLT /PHASE /HERTZ wENGU 1, LBS wE ACTURER ORRENGOOK. PENN, OR ROOF MOUNTED CENTRIGUCAL UN A DRRIvE TYPE: CAPACITY: STATIC PRESSURE' MOTOR SIZE. PROVIDE BACKORAFT DAMPER POWER. INLTNE AN, CABINET FAN, COOK - GEM N. OR EQUAL TYPE' FAN MOTOR STATIC PRESSURE: SZE: DRIVE TYPE. AS SUPPORT REQUIRED POWER: • Ury EU HUMIDIFIER (ROOM iYP CAPACITY: DISCHARGE POWER: STYLE: • UCTUER EDH -1 ELECTRIC RESISTANCE HEATER - 4 KW LE SON NULL ® :RETREAT AL PRESSURE SR WIT H ® rEFERENN PRESSURE TRANSMITTER TYPE , E OWN, NT SE CUE NC NO Q. DRAWING NOT NO LOT DUCT DETECTOR (SMOKE) (1110 '61 61➢ A I ,I N H Ii" )ETO RIOFR / HuOIDII ®� DRaNSMHEF T TEMPERVMURE O TPANSMi CLVHISG PIPING SYMBA,S. CAPPED PIPE (SCREWED) - BLIND LANCE GATE .EVE AL a BALL v1LVE •:— F CHECK VALVE LCE UNION FLANGE CONNECTION STRAINER PIPING FLEX. CONNECTION PRESSuRE RELIEF VALVE GAGE COCK MOTOR OPERATED OR SOLENOID VALVE CONTROL VALVE, 2 WAY PRESSL RE REGULATOR FS ETC V SWITCH CW HMR —e e - LEG - , MFG —7 r —FOR ---- e 60/3/60 2.200 MANE. CARRIER. T]ftrc CENTRIFUGAL DIRECT 1000 CFM I /3 HP _06/3/60 CENTRIFUGAL FUGAL 4E IN IAA C. 8 H P DIRECT 206/3/60 LB/HR RLCIRCUTATION 460/3/60 REPLACEABLE CAN,TER NORTE, NH OSO Vnivi e CIRCVR P8'21' OFF THERMOMETER (IN WELL) PRESSURE GAGE w /COCK CHWS CHILLED WATER SUPPLY CHAR CHILLED WATER RETURN Cw DOMESTIC COLD WATER ICW INDUSTRAL COLD WATER CD CONDENSATE DRAIN HHAS HEATING HOT WATER SUPPL HMI. HEATING HOT WATER RETURN CwR CONDENSER WATER RETURN GAS CONDENSER WATER SUPPLY LPG LOW PRESSURE NATURAL GAS MPG MEDIUM PRESSURE NATURAL GAS STM STEAM (LOW PRESSURE 15 PSIG) CR CONDENSATE RETURN FOS FUEL OIL SUPPLY OR MEL OIL RETURN EQUIPMENT OFHEDIIEE OM E AN API IN. APPROX MA AV AIR VENT HORSEPOWER BD BO B OT T OM O 0 ROD BOTTOM OF DUCT BLIP OOS BOTTOM OF STEEL 0,11 BRITISH THERMAL UNIT PER HOUR CL CENTER LII OIL CONDENSATE RETURN N CV CONSTANT VOLUME BOX CIFF DB DRY t OUL I B DIAMETER DL N DOOR LOUVER DOwN DR DRAIN SILENCER DWG DRAWING OMESTIC WATER HEATER EA EAD EAT EXHAU AI NR TEMPERATURE EFF EFFICIENCY MAP EoumMENT ESP EXTERNAI STTIC PRESSURE EMIT ENTERING WATER TEMPERATURE DEGREE FAHRENHEIT ED FIRF DAMPER FLR FLOOR AMPERE `N N F E 0 FOS LR L SUPPLY `NH FUEL OIL RETURN FEET M L M GALLONS P INUTE UC MUTING COIL HORSE HP POWER HR HOUR HvAC HEATING, VENTILATING AND ry CONDITIONING (-) INCH INS. 1NSuLATION KW t C EAVING AI TAT LWT LEANNG WATER TEMPERATURE MAXIMUM W. mA MMEDAIR 1,11. 1000 X BTU /HR M. MOTOR CONTROL CENTER MOTORIZED DAMPER OR VALVE mimmum N I CONTRACO T NK NECK NO L OA OUTSIDEn N OAD OuTSIDE ODD PPOSEO C BLADE DAMPER PO O PRESSURE DROP ROC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSIG POUNDS PER SQUARE INCH GAUGE RETURN a RAD RETURN AIR DUCT REF REFERENCE ROOM RPM REVOLUTIONS PER MINUTE SA SUPPLY AI SAO SuPPLy DuCT SCUM STANDARD-MR CUBIC FEET PER MINUTE SmOKE DETECTOR SEE SMOKE/FIRE COMBINATION DAMPER STATIC SP URE SF SQUARE SS nINLESS STEEL. (TYPE ROT) STM STEAM (LON PRESSURE) ICV TOC TEMPERATURE VALVE TOD 70P OF DUCT TITS TOP OF STEEL TRANS ftANSRION TSP TOTAL STATIC PRESSURE TYPICAL TLC T U FOOF AD R R L VOLUME DAMPER VAR VENT THEM ROOF WB WET BULB- WC WATER COLUMN WATER GAUGE AMS WIRE MESH SCREEN WATER OFTENER W/ W. E 2,N3ff . N HI Et AGNN 1,0 EOTTOM OF Di e CHILLED RECENT R L CONDENSATE P CONSTANT VOLUME BOX OR CONTROL VALVE (E) E:ISnxG EL ELEVATION ET EMPANSION TANK ECU =C EMERGENCY GENERATOR (FURNISHED BY OTHER) HC HEATING COIL u rag 'SSURE STEAM (RI uR DUCT PHS PE HUT S U EIER HlUi RETURN RELOCATED RF RETURN FAN PANEL RUC RUHEaI CIIITR CT S D LT FAN T TANK H UNIT HEATER UP THRU ROOF VED LE FREQUENCY DRIVE WS WATER SOFTENER 15010 15050 5 240 15300 15400 15995 T • AC LEGEND, NOTES. AND SCHEDULES NOTES. AND • FIRST FLOOR TiVAC AN - T 1 TEST Roos HVAC PLAN 1 • EC ONDD FLOOR WAG PLAN SHEET 2 ROOF PLAN DETAILS SHEET m13 1 MB 1 ILEAC/ MECHANICAL D L3.2 FRE mug; SECOND ROOK Pu. SPECIFICATION IND GENERAL REOUIREMENES - MECHANICAL MECHANICAL BASIC MATERIAL AND METHODS MECHANICAL NOISE, VIBRATION, AND SEISMIC CONTROL FIRE PROTECTION SUPPRESSION SYSTEM PLUMBING SYSTEMS N CONDITIONING SYSTEMS MECHANICAL TESTING, BALANCING AND ADJUSTING MECHANICAL SYSTEMS START UP arr.. srovoccE SECTION AND DETAIL KEY .\ -crnorg 2'4 I 1.11 IcAr, TG I' I ENO, iN,TATLATION Sono_ Cool ORM IN I, LATEST 1111110A IA siL locliONAI M UILOING Cr ITE. UNIFORM LUMBINC , COEH. FED. L, ET E /LOCAL ANN All OTHER APPLICABLE CODES 2. CONTRACTOR TO COORDINATE ENTIRE INSTALLATION OE THE INN[ SYSTEMS WITH THE ROTS OF ALL E OTHER SUBCONTRACTOR TRADES R TO ANY FABRICATION OR INSTAL DAYTON COORDINATION SHALL INCLUDE CONTROL/ POWER WIRING AND CONDUIT FOR CONTROL EQUIPMENT AND PANELS. RELAYS. AND i SFORMERS AND ANY OTHER DEVICES AS REQUIRED FOR A E INSTALLATION 3 ALL DUCT AND YOUTS SHOWN ON DRAWINGS ARE DIAGRAMMATIC AND SHALL LO ROUTED TO ENCES AN G 1E133 CONDITIONS CONTR. TOR SHALL PROVIDE ALL TRANSIT NHS IONS, ADAP AND CONNECTORS ' FOR NEW AND EXISTING WORK. L EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE .111 TilF MANUFACTURER'S RECOMMENDATIONS - PROVIDE A G TRANSITIONS. DAMPERS. VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE wORKHBLE INSTALLATION. TAOR SH ry AC =RDA MOSN DICTO K ALL B STANDARDS DO E SHEET [ ASH E HA O iCTO RS Na THE F MEiaL CONDITIONING iONlNG CONTRACT NATIONAL ASSOCIATION (SLIDE , 6 MR IMAGES SHALL BE A MINIMUM OF TEN FEET FROM VENTS OR EXHAUST DISCHARGES 7. DUCT AND PIPING PENETRATIONS THROUGH WALLS AND DOORS TO 8E FILLED WITH APPROVED FIRE RATED MATERIAL (F0 Am OR EQUAL) TO MAINTAIN AIRTIGHT rAC E5 mANUAL VOLUME DAMPERS S LL DE PROVIDED IN ALL D A ND OTHERWISE AND REGISTERS SNAL. SHALL BE LOCKED IN THE FINAL POS.,. AE TER HAIANCING AIR vt Ow, 9. DUCT El EXIBLL CONNECTORS, VIBRATION ISOLATION CONNESTC25. AND TAPE SHALL BE CODE APPROVED 10. PROVIDE LOCAL CODE APPROVED FLEXIBLE CONNECTIONS ON ALL FAN CONNECTIONS. PROVIDE AN R ALL U( G, DUCTWORK, AND EC MEW IN ACCORDANCE WITH THE REQUIREMENTS FOR SEISMIC /OM 3 . -HOUR FIRE -RATED WALLS CE,INGS AND THROUGHOUT LL COORDINATEw FIRE RATED CEILING AND WALLSAS R REOU ED BY AP LICABLE THIS NOTE SHALL TAKE PRECEDENCE AREAS VER ANY OMISSIONS ON THE DRAWINGS. 13. TRANSVERSE JOINTS FOR ALL SUPPLY DUCTS SHALL BE SEALED WI fH APPROVED MASTIC ON . LONGITUDINAL JOINTS MUST BE SEALED WHENEVER THE INTET IAL STATIC PRESSURE EXCEEDS O ls 15 N CONTRACTOR SHALL AFFIX OWNER'S TENANCE LABEL TO SPECIFICATIONS 16 EQUIPMENT AND PROVIDE 16. ENURE INSTALLATION SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND DRAWINGS. 12 AIL MANUAL AND MOTORIZED v0 OTHER Hv THAT REQUIRE MAINTEN.ICE AND ADJUSTMENT NTH LIMITED ACC!, OR ABOVE CEILING SHALL BE PROVIDED WITH ACCESS PANELS FOR SERvICF 18. SOUND LEVELS FOR ALL INDOOR EQUIPMENT SHALL NOT EXCCD 55 BOA AT A DISTANCE OF PROVDE INSULATION IN ACCORDANCE W THE REQUIREMENTS OF THE SPECIFICATIONS AND ALL APPLICABLE CODES. 20 N S EACH SYSTEM THE SHALL BE BR PEED TO (HT LING SHOWN, WITH ALL WORK CONFORMING TO THE 21. ALL LINE VOLTAGE WIRING AND CONDUIT SHALL BE BY ELECTRICAL CONTRACTOR. 22. REFER TO THE DRAWING FOR THE DIRECTION OR THROW ON SUPPLY AIN DEVICES IN THE CEILING - 21 OUTSIDE AIR SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 24 PROVIDE MAXIMUM FLEXIBLE DUCTWORK AI AIL TERMINAL CONNECTION. N 0:E ERS AND GRILLES. 6 LONG 5 CONTRACTOR SHALL ROUTE ALL ORAN PIPING FROM HVAC Ct TANENT TO AN APPROVED GRAIN RECPTOF. 26 REBALANCE EXISTING ROOTOP A/C UNrtS AS SHOWN IN vE. .,..PION TABLE, AND ON ROOF PLAN 27 C O M UBC N EIRE /SN.IOKKE CAMPERS. INSTALLATION, ACTUATION . AND DETECTION SHALL COMPLY MTN 28 ALL CONDITIONING UNITS SHALL BE ECAPPED WITH WOK DETECTORS wNICH PR0IIOE UCH UNIT WITH Au TOMATIC SHUT DOWN II COMPLIANCE WITH UMC SE., r1.1 NB 0.601 BY. PCAG CHECKED BY J- waHLMEIE SEATTLE TRANSPORT / SWITCH SHE SHEET TITLE. DATE: 26JAN99 SHEET On488802 "—' FILE —CO P V NH/ NNI TNT( e 0 29,81' N SAMTE. PERMIT ) I { HEQUIPE° TOM. II MECHANICAL PLUMBING ( (5)ESNS PIPING Y) 0 T1 :KAR A aEH I LTA MRq- tf63 REV DATE x/29/!) ARCHITECT FLUOR DANIEL TELECOM REVISION DESCRIPTION EOF P LN FLVEW - ISSUED F0H FLAIL CHECK ENGINEER ALL GRAPHIC AND KITTEN 0 CONTAINED HEREIN USED OR MAY NOT E PLICATED WITHOUT THE EXPRESSEDR W ITTEN CONSEN OF OWES COMMUNICATION, INC. FLUOR DANIEL TELECOM. ARCHITECTURE AND ENGINEE ERING. 0.ezt Comman.c al.ons. Inc. 555 Se t Deaver, Cobroas 80202 -1910 GENERAL NOTES, SYMBOLS, ABBREVIATIONS SHEET I2 OF SCALE AS SHOWN 4 FLUOR DANIEL TELECOM AFCHI U E - ENGINEERING (2 EV VAT L Iii CFSCI0If TIFJFT 2/5/99 ISSUED FOR PL F VIEW A 3/29/5 RE F FOR PLAN CHECK =SUED sea / cif VI" EXr 8 - oo ARC IECT FNCINEER ALL CRAP R D D HEREIN Oi BE USED WT WiSOIOCMME O UPLIC OF INC 14 F WRITTEN CO EN OWES, FLUOR EL . TURE COMMUNICATION. 4ANIEL iELfCOM, ARCHITECTURE AND A ENGINEERING. Qwest D . e = 55 Seventeenth eO 6IT202 -3910 ` Inc HVAC PLAN SEATTLE TRANSPORT / SWITCH SITE SHEET TITLE. DRAWN BY. PC,C CHECKED BY. J. WAHLIREIER DATE: 36JAN99 PROJECT f 0044488602 V 1 ,- ,Vi w,Is SHEET 60' -0 MIMEO @!NEM MEE ion tl�7afW LIMN E7�I .e.l rEi � ; _ _ S 1 itif kkimo m::= ftliiies miWW — � 4 .. � m�� ∎WE(7EEEf1�ME■��EE =4:k •1i 11 Dar NO::MC EEEEQEEEEE Ememmou ENOREREEEE■ =MI= ' si7 . v"v 4 , I I I 0 • 20 SEEL 16x • -12 TAG 00 0(j 2 VAV CD 6.8 300 CF (TOP 2 RTU - I I RR -3 SFD i mummy u. — J !LJ_ingol - t\ - -E■I r om 2 mgoilmolommmouirdam, iiii Illl n.ri. ■■.. 1111.! 1111!!111 111 !141I11!!!�l111 'I1 111111111111111!111 !! 111141111111PNUMMEW �• 111111r 111i!!1 11� �1u11 1 11 1111.1FG1" l!r�. II Imm" :1111111i1PA1 1i! 7 khan Il 11111111P VD VD 36.24 I _ r R TU -2 I I L 46.42 PLENU I IRTU -4 I I Ln 28.1 12x10 0S— 1 R D ROP, 8 DROP, FROM RTU ttP. OF 4) 1 -- 7 (E) AC -1 - BACKEkAFT DAMPLk (TOP. 02 4) 6. 24 28:16 - TRANSITION TO 36,24 (TOP. OF 4) 20,24 ` = _ =!. -,6.16 -1800 CFM 2 1240-400 CEO 12x,2 -600 CF 2,12 800 CFM ' (IYP) . t LT= o.,. 20%24 SA DUCT FROM M A/C UNIT ABOVE. RE -IN TO D AS SHOWN AT I 1 ••••• lJ .4ii 220 CE M 8G CFM �I EXHAUST DUCT UP O EF- n f I F f 0 0 0 I i i • • 11 II WOMEN N .. • O 0 0 0 0 AV -CD 6x6 AS OEM (TYP 4) TED UP TO EF LE -. 5E0 I V ROUND DIFFUSER DUCT DROP (` WY Dv ' 6 ' 300 CFA) �{ (I P OF 4J fi - Ola _ LL ) 20.10 ) 20+16 T O (TYP ) 0 .-. 20.10 (5) AC -0 HIGH AND LOW PICK 8" AFF 500 CFM, BALANCE TO LaCH (IYP. OF 4) HVAC PLAN 20,24 SUPPLY AIR DROP DOWN TO 26,20 18416 GIMP 950 CFM (TYP. 2) NOTES 1 /8 =1' - O 1 ELECTRIC DUCT HEATERS TO HAVE FLOW PROVING STATIC PRESSURE SWITCH INTERLOCK TO PREVENT OPERATION OF HEATER WHEN FAN IS OFF. 2. VERIFY HVAC UNIT DUCT DROP DIMENSIONS AND LOCATIONS PRIOR TO FABRICATING DUCTWORK. 3_ ROUND ELBOWS TO BE ONE DIAMETER. 4 DISCONNECT AND REMOVE GAS CONNECTOR. PLUG APPLIANCE AND CAP GAS COCK FOR A PERMANENT SEAL. TEST FOR LEAKS. 5. FE -3 SHALL BE INTERLOCKED WITH AC -I SERVING BREAK ROOM. 6. PROVIDE ROOF PANS AT ROOF LEVEL BENEATH RELIEF ROODS, UNINSULATED ROOF CURBS, AND EXHAUST FANS. ROUTE DRAIN LINES TO RECEPTOR. /. CONNECT PIPING TO HUMIDIFIERS AS REOUIRED FOR CODE COMPLIANCE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 8. HUMIDITY CONTROL. CONTRACTOR SHALL TO RE- SHEAVE AC -I'S (2) WHICH SERVE THE TRANSPORT AREA TO SUPPLY 3500 OEM VS EXISTING CAPACITY OF 4000 CFM. PAY.NE CONTACT - AIREFCO. SCOTT BUCHER (425) 656 -7876. (52.5/50.9 Ftl6 /w6 ) R 3500 CFM. 9. INSULATE ROOF DRAINS (INCLUDING VAPOR BARRIER) AT THE FIRST IV -0 ". KEYED NOTES O O nngq -co ? NEW HVAC ALTERATION ROOD TO REMAIN (WI C-) D (TAP) - DOUBLE DEFLECTION SIDEWALL TWO SUPPLY AIR REGISTER WITH MANUAL VOLUME DAMPER 18x6- 520 CFM (TYPICAL OF 56) 8.8 -NO TRANSFER AIR GRILLE W/ 8" DIA. FLEX (TYP. 2) -8" DIA. (TIP. 2) EF -3 INLINE GEMINI EXHAUST FAN 25 CFM AT 9' -0 AFF TITUS MODEL JFA -S POLE OPERATED LOUVERED SUPPLY GRILLES OR EQUAL. FOR GYPBOARD CEILINGS USE TITUS 8F FOR RETURN /EXHAUST AND TITUS MODEL 250 FOR SUPPLY. ROUND DIFFUSER. TINS TMRA OR EOUAL. CONNECT DUCTWORK TO (4) -(E) A/C UNITS ON ROOF. PERFORATED PANEL 24424 AND 12x24 LAT -IN. RETURN GRILLE, TITUS PAR OR EQUAL. SUPPLY GRILLE. TITUS PAS OR EQUAL. © VAV -CD -USE THERMA -FUSER OR EQUAL. NJ 60' -0 V 4 FLUOR DANIEL TELECOM ARCHITECTURE — ENGINEf0IN4 REV: DATE: REVISION DESCRIPTION 0 2 5 99 ISSUED FOR PLAN 0500V HEY PLAN: ALL GRAPHIC AND WRITTEN DOCUMENTS CONTAINED HEREIN MAY NOT BE USED OR OUPIICATED WITHOUT THE EXPRESSED WRITTEN CONSENT OF °WEST COMMUNICATION, DANIEL TELECOM. ARCHITECNRF AND ENGINEERING. rid e l Q ♦ ♦ V s V °west Communica ions. Inc. 555 Seventeanl9 Street Denver, Colorado 90202 -3910 ROOF PLAN SEATTLE TRANSPORT / SWITCH SITE SHEET TIME: DRAWN BY PC CHECKED RY. J. WAHLMEIER DATE EWAN. PROJECT ® 04488802 M — 3 rER GIT °BNq SHEET SHEET t4 OF 25 SCALE. AS SHOWN 0 0 (E) j I II _ lEl 465CRi OUTSIDE AIR I AI I E CO (E) ROOF DRAM (Ty 1, SEE CONDENSATION CO DETAIL FOR ORRE) N I ' (E) I401I NEW RECIRCULATION ONLY AB LAIRS 0 CR1 04 C TP. OF 4) (E) ADANDoN L AV L i CC I \ 465 05 CONNECTION OUTSIDE AIR (E) I I °I 0 00 L\ 1.0 1 (El L 2 J ROOF PLAN rn°\, r NORTH 4 FLUOR DANIEL TELECOM ARCHIIECNRE - ENGINEERING REV: DATE: REVISION DESCRIPTION 0 JS /99 ISSUED FOR PLAN REVIEW ARCHITECT ENGINEER ALL GRAPHIC AND WRITTEN DOCUMENTS CONTAINED HEREIN T NOT DE USED OR DUPNICATED WITHOUT ME EXPRESSED WRITTEN CONSENT OF COYEST COMMUNICATION, N FLUOR DANIEL TELECOM, ARCHITECTURE AND Mil i I Q WPC s'_. 16 • ♦ O/ s O/ Orest Comm a nice ions. Inc. 555 Serenleo. Street Denver. Colorado 80202 -3910 DETAILS SEATTLE TRANSPORT / SWITCH SITE SHEET TIRE: OMWN Br PC &G CHECKED DT. • J. WALHMEIER WTO 2SJAN99 PROJECT / 04488802 ITV OF TO GyI V — 4 °' HEFT ' SHEET 18 OE 25 SCALE: AS SHOWN PET SECTION TITLE 4 Barron 6 DROP FINISH FLOOR SECTION TITLE 3/W.1 -0 DET\ SECTION TITLE M -4 - SOUNDPROOF AMID SEAL SPACE BETWEEN DUCTS AND ROOF DECK r PREFAB 04R15, FILL HOLES N DECK INSIDE CURB FOR SOUND CONTROL SEISMIC BRACING PER SNAG: NA GUIDELINES SUPPLY AIR DUCT DROP FROn R711-2 TYPICAL OF 4 RLIS 3/8 -0 3M•.1 -0 WALL EXHAUSTER DETAIL EF -3 INSTALLATION DETAIL PET SECTION TITLE - EXTERIOR TILT -UP WALL Ie4S FLOOR / 500 CFM EXHAUST - 10 Cr500 .s EL AT T. T-0 AFF UINISTR4T AN SHORED TO 3 STUDS (TYP. OF 2) PROVIDE C' MESH OVER OPENING ROOFING CUT WALL OPENING, INSERT COLLAR TO MATCH FAV, SEAL REAR CF FAN AND COLLAR PENETRATION - WATERTIGHT - 6x16 DUCT 500 CFM 004/OUST - 1'x14' OPENING NUKE EXHAUST FAN EE-3 WALL PBTETRATION WTH COLLAR SEAL ALL ARo ND BAOCDRAFT PANT To CONE. MATCH FNISH FLOOR DET\ SECTION TITLE DET\ SECTION TITLE 3/0• -0 ROOF DECK -- FRAMNG MEMBER AS RECNIRED CURB DETAIL CONDENSATE DRAIN DETAIL PET\ SECTION TITLE SUPPLY DUCT 3/03 .1' -0 A/C UNIT NAILER INSULATED- - CURB CONDENSATE DRAIN CONNECTION PONT FEMALE ADAPTER W/ TFIREADED BRASS PLUG (YIP. OF 29 - SLOPE CONDENSATE DRAIN TO ROOF DRAIN. ATTACH TO TREATED REDWOOD SLEEPER - I CONDENSATE DRAIN SECTION TITLE PET SECTION TITLE CANT NEW INSULATION EXIST. INSULATION BOLT TO CUR. 3/8••1' -0 4 FLUOR DANIEL TELECOM ARCHITECTURE - ENGINEERING ,,, .(M» mafun se esw REV: DATE: REVISION DESCRIPTION 0 2/5/99 ISSUED FOR PLAN REVIEW ARCHITECT ENGINEER ALL GRAPHIC AND WRITTEN DOCUMENTS CONTAINED HEREIN MAY NOT BE USED OR OUPUCATD WITHOUT THE EXPRESSED WRITTEN CONSENT OF .WEST COMMUNICATION, INC. 0 FLUOR DANIEL TELECOM. ARCHITECTURE AND std 601 t Qwest °west 0 ommunications. Inc 555 Seventeenth Street . Denver, Colorado 80202 -3910 (- CONTROLS SEATTLE TRANSPORT / SWITCH SITE EET TIRE: DRAWN BY PC. CHECKED DY. J. WALHMEIER DA T: 26JAN99 PROJECT / 04488002 CITY OFNNWI{q V — 5 FEOEIVEO BE et, ceNTSA HEET SHEET I6 OF 25 SCALE: AS SHOWN PLOT CATE 28JAN99 DRAWING FILE: 000.12.DWG EMERGENCY BUS P DO <DRY AC S) J L © SY ZOJTRMBCOMTFAATCR Y ` ■ a N @¢W VGT RONEAPGONNISPER SWITCH 1IC "TATS TS ATRAcraa TO PRONCf PANE. T GIM WILL CONVERT 9MS PC ALARMS Alm STAYS TO A DRY COMTACT SIGNAL TO T. EROS SITE MONITORNG SYSTEM EMI. IS A TERMINAL STRIP L FRONDS GS WIRING MOM DO PR., TO THE TERMINAL .RIP BLOCK m61a -oo // TWO WAY COMMUNICATION AUTOMATIC TRAMPER TWITCH TRONBLD ALA+ GENERATOR ONTRATOR COMMON ROUBLE ALARM R1-100 CONTROL PANEL RM -000 CONTROL PANEL COMMON MOLE .0 ALARM BER RI, SYSTEM TM SYSTEM PANEL 04INE INJIP�ENTT ALARM OTHER STEER OTNER GATEWAY CNR4 P..aT r INTE2ACE O LA M L f PA CONTROL PANEL CONTROL PANEL IL - 1 TTTGIOACE O L YJ F CGJT OL CONTROL PANEL AC -1 AC6 CONTROL_ "CONTROL. CONTRACTOR TO PROVIDE DOG CONTROLLERS AND INTERFACE PANELS AS KSCEBSARY MEAN TY MAY VARY PROM THAT SNEVIO TO CONROL NVAC WETS, ACCESSORIES AND OTHER SITE EQUIPMENT RAP R ED TO ON DRAWIKI.S AND IN TH SPECiICATIONS. PROVIDE ALL PANEL. WIRT0, CONTROL DENW, AND ACCESSORIES REQUIRED FOR A CO MRIITE OPERATING STEINS' SMS SITE MONITORING DIAGRAM SINS /SITE MONITORING CONTROLS SCHEMATIC CONTROL DIAGRAM I LOKrtRGL - 1 I UTYTROL L J IC CONTR - OL I INTERPACE 1T SPEC CONTROL o L °Na T °e COPEROL O PT 10 ec CONT ROLS GENERAL NOTRe, 1. CONTROLS CONTRACTOR TO PROVIDE Two -WAY CONTROL • VALVES /ACTUATORS FOR AC UNITS AND BY - -PASS VALVE (EXCLUDING 'CAC COMPUTER ROOM UNITS WHICH ARE PROVIDED BY C AC VENDOR). CONTROL VALVES ARE TO HE INSTALLED BY THE MECHANICAL CONTRACTOR. COORDINATE DELIVERY SCHEDULE WITH GENERAL CONTACTOR. PROVIDE ALL CONTROLLERS. PANELS. INTERFACES. DEVICES, VIAL CONDITIONERS. LABOR. AND MATERIALS REQUIRED FORA COMPLETE INSTALLATION. SUBMITTAL BID REQUIREMENTS. AT THE ORE O BID, SUBMIT CONTROLS SYSTEM ARCHITECTURE CROWING ANUU ST LM DOCUMENTATION PACKAGE. GE NDICATE ALL CONTROL PANELS. SUB- PANELS, INTERFACE AND NUBER OF 1/O POINTS OR CONNECTION POINTS FOR EACH. PROVIDE GRAPHICS AND POINTS /DATA NODES TO BE MONITORED FOR EACH SY STEM. INDICATE CONTROL OR M ITORING ONLY FUNCTION F EACH POINT OR DATA NODE TO CLEARLY IDENTIFY ON ECWAY O READING OR TWO -WAY COMMUNICATION FOR EACH POINT OR OATH ODE. INCOMPLETE SUBMITTALS WILL DISQUALIFY BIDDERS. INDICATE ALI. HARDWARE DEVICES AND WIRING METHODS AND TYPE. PROVIDE 4• SUBSTAN AL DOCUMENTATION OF ISO 9000 AND Y2K COMPLIANCE. WRIIN 14 OATS AFTER AWARD OF CONTRACT, SUBMU 5 COPIES OF CONTROLS PACKAGE FOR REVIEW. INCLUDE PANEL DEVICES. FOR EACH PANEL INCLUDE: CONTROL FUNCTION OESCRIPRON, WIRING REQUIREMENTS. POWER REQUIREMENTS, PANEL. NUMBERING SCHEME. AND POINT NAMING SCHEME PROVIDE DATA ON ALL FIELD DEVICES. PROVIDE DATA ON CABLING AND WIRING. PROVIDE DRAWINGS INCLUDING NETWORK DIAGRAMS, GATEWAY COMMUNICATIONS, UNIT/AREA CONTROLLERS, BILL OF MATERS, EQUIPMENT SCHEDULES. 5. AND SEQUENCE OF OPERATIONS. PROVIDE GRAPHICS SCREEN PRINTOUTS FOR EACH PIECE OF EQUIPMENT OR AREA INDICATION ALL POINTS DATA NODES TO BE MONITORED. THE 14 D AY DUE DATE MAY BE DED WITH WRITTEN CONSENT OF °WEST CONSTRUCTION MANAGER. WITHIN 14 DAYS OF COMPLETION OF WORK (ACCEPTANCE BY !ER), P SIZED (24"X36" MINIMUM SIZE) AS -BUILT NETWORKING FULL ARCHITECTURE DRAWINGS. PROVIDE 7 AS -BUILT CONTROL DRAWING PACKAGES IN NOTEBOOK FgqORM{MATTgg( I 1 ° X17 ° ). "�.Y11t'T'TTDRINw aEQLUREMENTS, SEE SPECIFICATION SECTION 15502 QI NETWORK RING. � 0 SUBMIT ALTERNATE BIDS FOR DRY CONTACTS APPROACH Vs. NETWORK CONNECTION APPROACH.