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10-10737
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10737 • BUILDING PERMIT Pagt„01:77,7 j7:77: ,77<-21-mszta '4.1411,4' 4', - Permit Number: 10737 Address: 7050 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD /ALT COMMERCIAL Township: Range: Book: Proposed Use: MEDICAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 30- 26 -20- 0000 - 00200 -0010 Improv. Cost: 115,000.00 Date Issued: 7/21/2010 Name: FL HOSPITAL OF ZEPHYRHILLS Total Fees: 1,382.50 Address: 7050 GALL BLVD Amount Paid: 1,382.50 ZEPHYRHILLS, FL. 33542 Date Paid: 7/21/2010 Phone: (813)783 -6189 Work Desc: COOLING TOWERS REPLACEMENT 7 7 - T 7 '''ZIT2Yifftf. qfZi-110 EALAN• T•= S BUI SIN F E 1,312.50 ANI AL E 70.00 WYATT- FITZGIBBONS SHEET MTL IN r l F••TER 2 ■ - • 'Lunn �// 1 ULATI•N EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." _/ A"— 64 (0 44 It, CONTRACTOR SIGNATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , -STOP WORK By order of the Building Official: William ft. Burgess All Building, plumbing, electrical and mechanical work I cease it the below mentioned property. -7050 eAto, / top Add mp s- 0CJ/I {/\ (c& Date: j" Code Enforcement Officer: / ___C '— Contact the Zephyrhills Building Department 5335 - 8th Street 813 - 780 -0020 ,4-,7 / 1. - . City of Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 101,1 L'Y CA 461 , Si Date Received: 7— /2 — id Site: 7050 /( , // Permit Type: CMP 7err Ge %ei Approved w /no comments: ❑ Approved w /the below comments= Denied w /the below comments 1) WI1( rated cop cc c061 - \rar-}S *_ a i r IL w f / • 'fi _1 • 6 a/1CI S'hlir4td ki)i I''h DO poc /n kS fitt.d /- i3-(0 Q g'1 3311 V � I This comment sheet shall be kept with the permit and/or plans. >--A-16 _ / Kaivin S itze — P : s Examiner Date Contractor and/or Homeowner (Required when comments are present) STOP WORK B order of the Building Official: WidiiamA. ess Bur By 9 g All Building, plumbing, electrical and mechanical work shall cease at the below mentioned property. Address: Date: 7- j '/0 Code Enforcement Officer: Contact the Zephyrhills Building Department 5335 - 8th Street 813 - 780 -0020 /( 0 Fe s FROM Wyatt Fitzgibbons Sheet Metal. Inc. (TUE)JUL 20 2010 6:66 /ST. 8:66 /14O.762607T612 P 1 JUL /19 /2009 /SUN 02,53 PM ZEPHYRHILLS BUILDING FAX No. 813 P. 001 /001 B13 -780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department 'tlt� � / • Date Rece ived '-7 _ f 5. —(0 ! - r - J Rec - 7-'1 Phone Contact for PermRtln • / 7 d;._5: Owner's Name p ,4 4.y . 2� <J{4 j,;o � ,'LLS • .' Owner Phone Number 4:4/0 / - 78 - ; q q • Owner's Address 742,'0 '47..4-.1- 4. 7 .4...a -: ' I • Owner Phone Number Fee Simple Titleholder Name ..1r /kg,_ .2it�ILr,2",4;4.L.� I • Owner Phone Number • 1 . • Fee Simple Titfeholder•Adddress ; 7O,4 O l /t A4 /11.r>'.I2.. :./L4: #L./1, ,F, ?7 a✓/� JOB ADDRESS • /%J O t 44. .(3/j, ..• 0-•/ 1 LOT # - • SUBDIVISION . PARCEL ID$I - - . 2 o -- ,- - Gt.9 -t J /C7 • (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED l---1 . • NEW CONSTR • ADD /ALT . r-., SIGN 1 ; Q . DEMOLISH INSTALL _ REPAIR PROPOSED USE • • ' r- SFR • ' • n' COMM' •. I .I : OTHER 1 . . • I TYPE OF CONSTRUCTION 'F BLOCK . 'El FRAME [ STEEL n ' ' • • I • ' ' • ' l DESCRIPTION OF WORK flo 4J, , krig. __"_ ' '. ' . . • • • BUILDING SIZE SQ FO OTAG E- HEIGHT ' • . • F]BUILDING 1 $ . VALUATION OF,TOTAL.CONSTRUCTIOt/ /J O00• n1ELECTRICAL • • $ AMP SERVICE . n , PROGRESS ENERGY I—) W.R.E.C. • F PLUMBING $ • • • . • I (MECHANICAL `$ VALUATION OF MECHANICAL INSTALLATION F • n ROOFING Q SPECIALTY 1 I OTHER • FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA . 1 . , • . . NO . • BUILDER / Y�J �J �y i • SIGNATURE (- k ! ... t L. / ' _, R GISTERED . . I Y / N PEE CURRE� I Y� ..11/C..._ Address 3330 5"" tfroi.n.4 •..e /<A.4 /4/i. 1 . ' . ' license # I66'L /574//p It; ELECTRICIAN COMPANY l SIGNATURE . . REGISTERED 1 Y/ N 1 FEE'WRREt. 1 Y/N 1 • Address 1 1 License # PLUMBER COMPANY' I . SIGNATURE REGISTERED ' 1 Y/ N 1,' ree CURREl• 1 Y/ N 1 drec / V . • • . ' License# 1 • . , CA L r COMPANY'. 1+Y 4 Fr ` YJp � Oos SINe V 1 `c. IN:-... SIGNATURE hy/ — " '' ' • .. REGISTERED . . • I ..Y 1 N 1 •IEEe CURREP I Y1 N . 1 ilf/ e - €3l3 - 7: CD2/ Andreas clt95 s t o s3c -14 - I,6 n) ' . license # I (rf\ C C 33 (o I OTHER . COMPANY SIGNATURE • . •. REGISTERED ' 1 ' Y / N • 1 FEE CURREI. I Y / N 1 Address I . License# 1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O-W Permit for new construction, Minimum tan (10) working days after submittal date. Required ensile, Constructor Plans, Stormwater Plans w/ Sill Fence Installed, . Sanitary Facilities & 1 dumpster; Site Work Permit subdivisions/large projects COMMERCIAL Attach (3) complete sels of Budding Plans plus a Ufe Safety Page; (1) set of Energy F.onns. R -O-W Permit for new construction. Mtnlmum ten (10) working deye after submittal date. Required omits, Construction Plans, Stormwater Plans w/ Silt Fence Installed. Sanitary FacI11Ues & 1 dumpster. Site Work Permit for all new protects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. . - • ""PROPERTY SURVEY required for all NEW construction. . • . Directions: • • • Fill out application completely. Owner & Contractor sign back of application. notarized If ever $2500, a Notice of Commencement is required. (A/C upgrades over ST500) "* Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same .OVER THE COUNTER PERMITTING (Front of Appllca ' • • ) . Reroofs If shingles Sewers Service Upgrades NC .rwr- • ' „ f Z � • • : - • Driveways -Not over Counter if on public roadways..ne= . • ' wire ' *lot vow I . SrOT;lr gi, • strtrtd tralnial Mloa SS" FROM Wyatt WIt bbona Sheet Natal, Inc. (TUE)JUL 20 2010 S:27/ST. S: 27 /No. 762SOT7611 P 1 JUL/19/2009/SUN 02:53 PM ZEPHYRHILLS BUILDING FAX No, 813 - 0021 F.001 /001 813 -780 -0020 City of Zephyrhills Permit Application Fax -813 -780 -0021 Building Department QQ 4 1(j �2 Date Received * 7i(,j ;—f'0 • • • ' Phone Contact forPerinitting (p / , 3 , ,..1 - 7,f24.5 • . Owner's Name F74, 44y ) . 2/s;1Aiy/ /,.LGs Owner Phone Number /i3' 793 - .ig Owner's Address 74 'J •9LL 4 /.scQ,. Owner Phone Number Fee Simple Titleholder Name . -/...1 , J./0V .Z# 1h: a4iL1 s Owner Phone Number' I . Fee Simple TidohotderAddreas ; . 7Oe O l .9 Lk • .4104 - //Z /..c F2.e _ ,.?3.7 An JOB ADDRESS YO 5 4'A 44. '.13L,,0 z / /G.T, / LOT# _ SUBDrVISION • #I, 9 a6 I. PARCEL - ago. ° G l ei - •cna? - r!:%6 /n 1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED • n • . N EW C ONSTR _ ADD /ALT r---1. SIGN' 1 Q l� � DEMOLISH '. INSTALL .. REPAIR • PROPOSED USE • • ' I I SFR n' • COMM `• . I .I OTHER I . ‘ • TYPE OF CONSTRUCTION .r-m.... BLOCK .. , n F RAME I ' l STEEL Q I • • • DESCRIPTION OF WORK 6 'rifft r'S' } . 7;.;4.9&2•. tsw- 0 .vm A44' ' ' . . • BUILDING SIZE , . SQ FOOTAGE HEIGHT • rnBUIUJING $ '' I : VALUATION OF TOTAL.CONSTRUCTIOW5 C DO- nELECTRICAL • $ AMP SERVICE . . . I I , PROGRESS ENERGY Q W.R.E.C. I'IPLUMBING $ • IMECHANICAL I$ I VALUATION OF MECHANICAL INSTALLATION • nGAS I] ROOFING 0 SPECIALTY I-1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA . • ': nYES . , • .. NO . . • BUILDER - / I COMPANY (= VX/7 //yp L dew 1 YLa0o� ■-i+/C SIGNATURE !A.!(� /.� f ./ REGISTERF� . l Y/ N . I FEE OURREP - Y 1 N r Address ' ...70 r 49:71.4.2.4 4‘.4. 4.1 .1/ € . I • ' License# I CGd /5/414, ELECTRICIAN COMPANY SIGNATURE . REGISTERED I Y/ N 1 FEECtrRREr YIN' 1 • Address I License# PLUMBER COMPANY • SIGNATURE REGISTERED ' 1 Y/ N I Pee cunnEn I Y/ N 1 • drgs • _ 0. ' . • ' L icense # I . ' CAL pt n • • . . . COMPANY'. . SIGNATURE T e — ' .. REGISTERED . . • l ..Y / N 1 . FEE CURREI 1 Y / N . I COW %%TOES cilD St-f1-1.f C5U1b- t.ltku, 0 ' • Ucense# I • OTHER COMPANY ' SIGNATURE • : , . , Racismneo • 1 ' Y N l FEE CURREI 1 Y / N 1 Address License# ' • ' ' RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) sat of Energy Forms; R -O-W Permit for new construction, Minimum ton (10) working days after submittal date. Required onslte, Construction plans, Stormwater Plans w/ Silt Fence Installed,. Sanitary Faculties & 1 dumpster; Site Work Permit for subdMslonsAerge projects COMMERC$AL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal data. Required oneite, Construction Plans, Stormwater Plans w/ Slit Fence Installed, Sanitary Fealties & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. - • ••"PROPERTY SURVEY required for all NEW construction. . . • Directions: • Fill out application completely. . Owner & Contractor sign back of application, notarized • If over,$2500, a Notice of Commencement is required. (A/C upgrades over $7500) • "• Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same . OVER THE'COUNTERPERMITTING (Front ofAppllca'. • • Reroofs If shingles Sewers Service Upgrades A/C , ..--T•- • • , •r, • • : - Driveways -Not over Counter if on public roadways..ne= • �TQ' • 41411141Irjg � 0 t� 6 ` 11f0 ..A.... OJT 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department Date Received ► � s` ( Phone Contact for Permittin • / 1 5-11 $/3 Owner's Name I2 4, /19 2 J�i jri� l •'L�.S Owner Phone Number ' 783 l C f Owner's Address 7‘75 6,9L-•L Owner Phone Number Fee Simple Titleholder Name /,1051. i�fdt ..2Lit%�.s Owner Phone Number Fee Simple Titleholder Address 706 AA /JAS/4a. . - A 4i. 5 F _ JOB ADDRESS /D 5 dkveO ] / LOT # SUBDIVISION PARCEL ID# -d ra -Jo- GUO/9 - crioGt ' -e /C? (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT 1 1 SIGN 1 1 1 1 DEMOLISH INSTALL REPAIR PROPOSED USE 1 1 SFR I COMM 1 1 OTHER 1 TYPE OF CONSTRUCTION 1 I BLOCK n FRAME 1 1 STEEL 1 1 1 DESCRIPTION OF WORK a i aJ yO 9ic2 ff �✓, ] BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTIOI/l� COO. (ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY 1 1 W.R.E.C. (PLUMBING $ (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (GAS 1 1 ROOFING n SPECIALTY 1 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 (YES NO • BUILDER r .,:�. SIGNATURE dr4"-ir � R COMPA R NY D (.50.4437,440-4- CURREN �j�r Y l , ?VC . Address .9 5 44r»d,.E.cr L ViL. License # I C - /5/4' (o cfG ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N j FEE CURREN 1 Y/ N 1 Address License # PLUMBER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURREN 1 Y/ N 1 ddres v License # •' CAL ' / // COMPANY SIGN ATURE J yi /�..A.� ,`o 5 REGISTERED Y/ N 1 FEE CURREN 1 Y / N 1 `D - Mdress License # OTHER COMPANY SIGNATURE REGISTERED l Y/ N I FEE CURREN 1 Y/ N 1 Address l License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Applicati•n •nl Reroofs if shingles Sewers Service Upgrades NC +•� • n� '1 , • - • - Driveways -Not over Counter if on public roadways..nee• 4116411.111 *% { YnT � ' s ono 1X1 rruJ 1m..p _ JIM NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for.Compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAIL TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMP - • VEMEN ki 0 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 0' A 41,1: ,: EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i f FLORIDA JURAT (F.S. 117.0 OWNER OR AGENT - / h A 2/ CONTRACTOR _ f 4._ . - - - Subs ibe and swo . or affi ad) , - ore m - this sc ed and swo • (or affirmed . -fi a th L b „. ,�� j b 1 '� 1 c � L2 o /ar rs i ally known I. me or has/have produced is /a .glEEMMILM me or has /have produced as identification. as identification. / _41( f ; -Of ..- Notary Public dr /�� �1 Notary Public Commission No. :go i sigQ NQ. 1 . ,_ . NAM 4 NMI' • stamped r, • ed, printed or stamped Name of Notary typ ed, printed or P ■ \ Mr ant 11 • 1 orallilM,ra�a+u r w �► 1 111111 IIIII IIIII IIIII IIIII IIIII IIIII IIIII 1(111 IIIii IIII III► 2010100440 , ZEPHYRHILLS COLONY CO LANDS PB 1 PG 55 FOLLOWING DESC PROP LYING W OF DAIRY RD R/W AS NOW LOCATED TRACTS 103,105,106,119 ,120 & 122 & E 100 FT OF TRACT 104 & E 105.76 FT OF TRACT 121 EXC W 187 FT OF E 267 FT OF N 172 FT OF TRACT 103 & EXC US HWY 301 R/W & EXC R/W FOR DAUGHTERY RD;& ARBOR RIDGE SUB PB 22 PG 44 LOTS 5,6,7 & 8 OR 3041 PG 160 OR 3154 PG 65 OR 164 PG 724 NOTICE OF COMMENCEMENT Rept.:1315613 Ree : 10.00 DS: 0.00 IT: 0.00 07/14/10 C. Cook, Dpty Clerk Permit No. Property Identification No. , 30 - 0 /40 - - ‘4067 - 720p - DD 1 0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT, 1. Description of property (legal description :) a) Street Address: # 'j _(, _ / _ . .. , _ s 2. General description of improvements: Ri ar YK 0 6do /tf4tz,' 7 O14, a" ) $ 3. Owner Information a) Name and address: 4 i A 0 , I . < ,,.5"-• - b) Name and address of fee simple ti 'eholder (' of er than owner c) Interest in property Dueivt442 . Contractor Information a) Name and address: S, ,,,,, ,,, 6,,„t2,a,.�o,,, St /�. b) Telephone No.: N/3- 6 7d--9/ Fax No. (Opt.) 8/3- Jg f,' - , c/D.2..A 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: d X-✓ , , , rte j .. ` . / 1 z - „ _ , , _ < q0 b) Telephone No.: 8/3 78,3 - t p aq Fax No. (Opt.) 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: ,V0-1-// a) Name and address: e„,.4 ,- ,9 /wa,, .,1 „1 6 r , , b) Telephone No.: g/.3-51/4,- 7,2 9.5 Fax No. (Opt.) 613 - 78. - y , ; Z 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is Specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER 4 • AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C • I. M : NCE ENT. / ) STATE OF FLORIDA / � COUNTY OF PASCO I / f ' 1 :nature of Owner or Owner' • Authorized Officer /Dtrector/Partner /Manager tniz. -ilea 6 Iv, P 1 9 AD <45 Print Name T1foregoing instrument was acknowled, ed b- ore me this / .. of , 20 /6 , b / 1' /' 1� a fa, 2,L as r , or ‘ ,La. / , /t of authority, e.g. of Icer, trustee, attorney in fact) for - I i � C a- ' o s I / maws e o :arty on behalf of • m instrument was executed). Personally Known X OR Produced Identification Notary Signature ..... � d91 4t.i...-ti Type of Identification Produced Name (print) A u s a • 30 /. 7 rE' Verification pursuant to Section 92.525, Florida Statutes. Under penalties of erjury, I declare t 1$ have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. / 1, Sign re of Natural Person S :Mg Above FORMS /NOC,rvsd2007 . L ---.., R S.0'NEIL Ph CLERK &COMPTROLLER 07/ 8375 1 of1262 4 �' 111111N111111111•1111111•1111111 PG , .' • 4 wa �I M tt. OR BK 01111•111111,•11111•11111 _ . .. .. OW alit mmM•AMIM_O Jacqueline Boges To: Kerry Barnett Subject: plans in your box Kerry plans were submitted for the cooling towers at the hospital 7050 gall blvd by Sealander Contracting svc placed a copy in your box. Jackie Boges Code Support Specialist / ext. 3513 / V 'i / D 7"°' ✓1 / /CG� � %es A c t /ayii i' z ��r� / sP Irj i e 7 / 1 S E RI .„,, . ., •i•,_;.:.e.:......z,..r....,.....,,,,..:....: t_ 1.•_,•_„„.. . ... ..„,_.:, ........,.• _. ........ ,...„.„2„._ F s. :iN., • i „_,...„.. •... - . ...,,,,..„.....z.„....]•,:,:i,:.,•,:,,,,,:............,• ,.. - . ::;,, ..:‘, ....• :....,:•„,;7:•-,....:1::::„.:-2,;,•,..,, 4•,•• :...4,-..„.4.,..oik.„ __,..:._ .. .........:. ..... . ..:,.:,„, : 2 ;,..-,.-,- / a G 00 0101 f ' 1 '\ ' ii i ''., = _ !� ' j F • Technical Reference El Mar ley TOWER MODEL SELECTION T1F CERTeIFIEO+' C temp GPM Cooling capability at indicated Hot Water, Cold Water and Wet -Bulb temperatures Tower Motor HW ° F 95 96 100 102 95 97 100 102 95 97 100 102 Model bhp CW ° F 85 86 85 87 85 87 85 87 85 87 85 87 WB ° F 80 80 80 80 78 78 78 78 76 76 76 76 NC1201 5 334 379 268 336 405 490 320 384 469 551 367 428 NC1211 7.5 379 430 305 381 459 555 364 436 531 623 416 485 NC1221 10 414 469 333 416 501 605 397 476 580 680 454 530 NC2201 7.5 450 511 362 453 546 660 432 518 632 741 495 578 NC2211 10 503 570 405 506 609 736 482 578 705 826 552 644 NC2221 15 565 641 455 568 684 826 542 649 791 928 620 723 NC3201 10 563 637 457 567 678 815 541 645 781 912 616 716 NC3211 15 646 730 524 650 777 933 621 739 895 1043 707 820 NC3221 20 701 792 569 705 843 1012 673 802 971 1132 767 890 NC4201 15 779 877 636 784 933 1115 750 889 1070 1242 851 984 NC4211 20 849 956 692 854 1017 1215 817 969 1167 1354 928 1072 NC4221 25 909 1024 741 915 1089 1301 875 1037 1249 1448 993 1148 NC5201 20 1002 1134 815 1010 1209 1463 963 1150 1399 1646 1098 1280 NC5211 25 1074 1215 873 1082 1296 1568 1033 1233 1499 1764 1177 1372 NC5221 30 1118 1266 909 1127 1350 1634 1075 1284 1562 1838 1226 1430 NC5231 40 1246 1410 1014 1256 1503 1817 1198 1430 1737 2042 1366 1591 NC6201 25 1185 1338 967 1194 1425 1717 1140 1357 1643 1924 1297 1507 NC6211 30 1255 1417 1024 1265 1509 1817 1208 1437 1739 2036 1374 1596 NC6221 40 1368 1544 1117 1379 1644 1977 1317 1566 1893 2214 1497 1738 NC7201 25 1256 1415 1028 1266 1503 1799 1209 1434 1724 2005 1372 1587 NC7211 30 1327 1494 1085 1337 1587 1899 1277 1515 1820 2116 1448 1676 NC7221 40 1440 1621 1178 1451 1722 2058 1386 1644 1973 2292 1572 1818 NC7231 50 1557 1750 1277 1569 1857 2213 1500 1774 2123 2458 1698 1958 NC7241 55 1587 1786 1299 1600 1896 2262 1529 1810 2169 2515 1732 2000 NCA2A1 25 1323 1493 1081 1333 1590 1917 1273 1514 1834 2153 1448 1682 NCA2B1 30 1419 1601 1160 1429 1704 2052 1366 1623 1964 2302 1552 1802 NCA2C1 40 1549 1747 1265 1560 1860 2240 1490 1772 2144 2510 1694 1967 NCA201 25 1389 1567 1136 1399 1668 2008 1337 1589 1922 2252 1519 1764 NCA211 30 1477 1666 1207 1488 1773 2134 1421 1689 2043 2391 1615 1874 NCA221 40 1628 1836 1331 1640 1953 2347 1567 1861 2247 2626 1780 2064 NCB2A1 25 1404 1580 1150 1415 1677 2003 1352 1601 1920 2230 1532 1770 NCB2B1 30 1501 1687 1229 1512 1791 2136 1445 1710 2049 2376 1637 1889 NCB2C1 40 1623 1826 1328 1636 1938 2312 1563 1851 2217 2570 1771 2044 NCB2D1 50 1702 1914 1394 1715 2031 2420 1639 1940 2321 2688 1857 2142 NCB201 25 1468 1654 1201 1480 1758 2106 1413 1677 2017 2349 1604 1857 NCB211 30 1555 1751 1272 1567 1860 2225 1497 1775 2133 2479 1698 1964 NCB221 40 1697 1910 1388 1710 2028 2423 1633 1936 2323 2695 1852 2140 NCB231 50 1778 2004 1452 1792 2130 2551 1711 2032 2444 2843 1943 2250 NCB241 60 1880 2118 1536 1894 2250 2691 1809 2147 2579 2995 2053 2376 2 . M , C Tr r . CE p ? temp GRVI cooling capability at indicated Hot Water, Cold Water and Wet-Bulb temperatures Tower Motor HW • F 95 96 100 102 95 97 100 102 95 97 100 102 Model bhp CW ° F 85 86 85 87 85 87 85 87 85 87 85 87 WB • F 80 80 80 80 78' 78 78 78 76 76 76 76 NC8201 25 1542 1730 1267 1554 1833 2173 1486 1753 2r:8 2404 1679 1931 NC8211 30 1636 1835 1345 1648 1944 2303 1577 1859 2213 2547 1781 2047 NC8221 40 1784 2000 1467 1797 2118 2506 1720 2026 2409 2768 1942 2230 NC8231 50 1973 2206 1627 1988 2334 2748 1903 2235 2645 3025 2144 2454 NC8241 60 2065 2309 1703 2080 2442 2875 1992 2339 2767 3164 2243 2567 NC9201 25 1704 1907 1404 1717 2019 2385 1643 1932 2293 2632 1852 2124 NC9211 1787 2001 1472 1800 2118 2502 1723 2027 2406 2762 1943 2229 (1.∎ c40 1984 2218 1637 1998 2346 2763 1913 2247 0 3043 2155 2467 NC9231 50 2111 2360 1741 2126 2496 2939 2036 2390 2828 3235 2293 2624 NC9241 60 2258 2519 1869 2275 2661 3119 2180 2551 3005 3424 2449 2794 NC9251 75 2403 2676 1993 2420 2823 3295 2321 2709 3178 3498 2603 2961 NC9261 75 2562 2847 2130 2580 3000 3486 2476 2881 3367 3498* 2771 3142 NC C201 25 1902 2132 1569 1917 2259 2682 1834 2160 2575 2974 2070 2380 NCC211 30 2007 2248 1655 2022 2382 2826 1935 2278 2714 3131 2183 2509 NC C221 40 2209 2473 1822 2225 2619 3101 2130 2506 2979 3430 2402 2757 NCC231 50 2407 2693 1987 2425 2850 3367 2321 2728 3237 3591° 2615 2999 NCC241 60 2437 2730 2007 2455 2892 3427 2349 2766 3292 3792 2651 3045 NCC251 75 2619 2933 2160 2639 3105 3672 2526 2971 3529 4057 2848 3268 NC C261 75 2819 3135 2344 2839 3306 3857 2723 3173 3721 4100' 3050 3466 • Thermal performance of the NC Series has been certified by CTI (Cooling Tower Institute) in accordance with CTI Standard STD - 201(96), and has been assigned CTI certification validation number 92- 14 -01. • CTI Certification under STD - 201(96) applies ONLY to selections with entering water temperature of 125 °F or less, tempera- ture ranges of 4 °F or more, temperature approaches of 5 °F or more, and wet bulb temperatures between 60 °F and 85 °F. * Indicates maximum hydraulic limit. ! G� so? 2)-7 L () 4t ff 5 © S idoci tP rif"------- 3 TOWER MODEL SELECTION P13 CER114 Fie 0 temp GPM Cooling capability at indicated Hot Water, Cold Water and Wet°Bulb temperatures Tower Motor HW ° F 95 100 90 95 90 95 90 95 90 95 90 95 Model bhp CW • F 85 85 80 80 80 80 80 80 80 80 80 80 WB • F 75 75 72 72 70 70 68 68 66 66 64 64 NC1201 5 499 389 391 306 448 347 500 384 548 419 593 452 NC1211 7.5 565 441 444 347 507 393 566 436 620 475 671 512 NC1221 10 616 481 484 379 553 429 617 475 676 518 731 558 NC2201 7.5 672 524 528 413 603 468 673 518 737 565 798 609 NC2211 10 749 585 589 461 673 522 750 578 821 630 888 679 NC2221 15 841 657 661 518 755 586 842 649 923 708 997 762 NC3201 10 829 652 656 518 747 584 831 645 909 702 981 755 NC3211 15 949 747 752 594 856 670 951 740 1039 804 1121 865 NC3221 20 1030 810 816 644 928 727 1032 802 1128 873 1217 938 NC4201 15 1133 898 903 718 1024 807 1135 889 1236 964 1329 1034 NC4211 20 1236 979 985 782 1117 879 1237 968 1347 1051 1449 1127 NC4221 25 1323 1048 1054 837 1195 942 1324 1037 1441 1125 1549 1207 NC5201 20 1488 1162 1166 920 1331 1037 1486 1146 1630 1248 1767 1345 NC5211 25 1595 1246 1250 986 1427 1111 1592 1228 1747 1338 1893 1441 NC5221 30 1662 1297 1302 1026 1487 1157 1659 1280 1820 1394 1972 1501 NC5231 40 1848 1445 1450 1144 1654 1290 1845 1425 2022 1552 2189 1671 NC6201 25 1745 1371 1375 1090 1566 1226 1742 1352 1906 1470 2060 1581 NC6211 30 1847 1452 1456 1154 1658 1298 1844 1432 2017 1557 2179 1674 NC6221 40 2010 1582 1587 1258 1805 1415 2007 1560 2194 1696 2368 1822 NC7201 25 1826 1447 1449 1155 1643 1296 1820 1426 1983 1546 2134 1657 NC7211 30 1927 1528 1531 1219 1734 1368 1921 1505 2092 1632 2251 1750 NC7221 40 2089 1658 1661 1323 1881 1485 2082 1634 2267 1771 2437 1898 NC7231 50 2245 1789 1792 1433 2026 1605 2237 1763 2431 1909 2610 2043 NC7241 55 2295 1826 1829 1459 2069 1637 2288 1799 2487 1949 2671 2088 NCA2A1 25 1950 1529 1535 1217 1747 1368 1946 1509 2132 1641 2307 1765 NCA2B1 30 2087 1639 1645 1305 1872 1467 2083 1617 2280 1758 2465 1890 NCA2C1 40 2277 1790 1795 1425 2043 1601 2273 1766 2487 1919 2688 2063 NCA201 25 2042 1605 1610 1278 1832 1436 2038 1583 2231 1721 2411 1850 NCA211 30 2169 1706 1712 1359 1947 1527 2166 1683 2369 1829 2560 1966 NCA221 40 2385 1880 1886 1498 2143 1683 2381 1855 2602 2014 2808 2164 NCB2A1 25 '2033 1615 1618 1291 1831 1448 2026 1592 2205 1724 2371 1847 NCB2B1 30 2168 1725 1728 1380 1954 1548 2161 1700 2350 1841 2524 1972 NCB2C1 40 2346 1867 1870 1492 2115 1674 2338 1840 2542 1992 2731 2134 NCB2D1 50 2455 1957 1960 1565 2215 1755 2447 1928 2659 2088 2760' 2235 NCB201 25 2138 1692 1695 1349 1922 1515 2131 1667 2323 1808 2500 1940 NCB211 30 2259 1791 1794 1429 2033 1604 2251 1764 2452 1913 2637 2051 NCB221 40 2458 1953 1956 1559 2215 1750 2450 1924 2666 2085 2864 2235 NCB231 50 2589 2050 2054 1633 2329 1834 2580 2020 2811 2191 3024 2350 NCB241 60 2731 2166 2170 1727 I 2459 1939 2722 2134 2962 2314 3183 2481 4 ° C TI , CERiTr1F, temp GPM cooling capability at indicated Hot Water, Cold Water and Wet -Bulb temperatures Tower Motor HW ° F 95 100 90 95 90 95 90 95 90 95 90 95 Model bhp CW ° F 85 85 80 80 80 80 80 80 80 80 80 80 WB ° F 75 75 72 72 70 70 68 68 66 66 64 64 NC8201 25 2204 1768 1770 1420 1995 1589 2197 1742 2380 1883 2546 2012 NC8211 30 2335 1875 1878 1507 2115 1686 2328 1848 2521 1997 2696 2133 NC8221 40 2541 2043 2047 1644 2303 1838 2533 2014 2740 2175 2927 2322 NC8231 50 2785 2253 2257 1820 2532 2032 2777 2222 2995 2395 3192 2553 NC8241 60 2913 2358 2362 1905 2649 2126 2904 2325 3133 2506 3194° 2671 NC9201 25 2418 1948 1951 1571 2193 1755 2410 1921 2606 2073 2783 2212 NC9211 30 2537 2044 2047 1648 2301 1841 2529 2015 2734 2174 2921 2321 NC9221 40 2801 2265 2269 1830 2546 2043 2792 2234 3013 2408 3213 2566 ■ NC9231 50 2978 2410 2414 1948 2708 2174 2969 2377 3204 2561 3415 2730 NC9241 60 3160 2572 2575 2087 2881 2324 3151 2537 3391 2729 3498° 2904 NC9251 75 3336 2730 2734 2223 3050 2472 3327 2694 3498* 2893 3498' 3074 NC9261 75 3498 2903 2908 2373 3235 2634 3498* 2866 3498* 3073 3498° 3259 NCC201 25 2721 2179 2182 1754 2460 1960 2712 2147 2943 2320 3154 2481 NCC211 30 2866 2297 2301 1850 2593 2067 2857 2265 3099 2447 3319 2615 NCC221 40 3144 2527 2531 2038 2848 2275 3134 2491 3394 2689 3631 2872 NCC231 50 3414 2751 2755 2221 3097 2479 3403 2712 3591• 2926 3591* 3122 NCC241 60 3475 2790 2794 2246 3146 2510 3464 2750 3752 2970 4016 3173 NCC251 75 3723 2996 3001 2416 3375 2698 3711 2954 4016 3188 4100* 3403 NCC261 75 3906 3198 3203 2610 3571 2899 3895 3156 4100* 3388 4100* 3598 • Thermal performance of the NC Series has been certified by CTI (Cooling Tower Institute) in accordance with CTI Standard STD - 201(96), and has been assigned 011 certification validation number 92- 14 -01. • CTI Certification under STD - 201(96) applies ONLY to selections with entering water temperature of 125 °F or less, tempera- ture ranges of 4 °F or more, temperature approaches of 5 °F or more, and wet bulb temperatures between 60 °F and 85 °F. * Indicates maximum hydraulic limit. 5 TOWER SCHEMATIC 1111 ii1=1:....:Z111111111,, 1111 111111. illr" I. .... 1 gfoi • - ittiletrAilani .tc.. `.,, EXCEPT FOR MODEL NG1220, DIMENSION "A" ` REPEATS FOR ANY NUMBER OF CELLS. MODEL NC1220 REQUIRES SPECIAL SPACING FOR 3 OR MORE CELLS. 1 MOTOR ENCLOSURE PROTRUSION MODEL NC1220 ONLY A MIN - w 3 -MIN ■ i 0 r :, , x a .. , - IEMarley Y +�y H INSTALLED HEIGHT I HINGED ACCESS I • DOOR 101 L 6 DIMENSIONS Design Shipping Tower Model Nominal Tons Operating Note 2 Note 3 Motor hp Weight W L H A W lb lb NC1201 135 5 9,129 4,541 NC1211 153 14' -0" 6' -4 3 /." 10' -1 %" 6' -8 Y+" 7 1/2 9,180 4,591 4268mm 1950mm 3090mm 2039mm _ _ NC1221 167 10 9,298 4,709 NC2201 _ 182 7 / 11,589 5,332 NC2211 203 15' -6" 7' -10 3 /." 10' -2 3 /e" 8' -2 '/+" 10 11,615 5,358 4725mm 2407mm 3109mm 2496mm _ NC2221 228 15 11,699 5,442 NC3201 226 10 12,021 5,764 NC3211 259 15' -6" 7' -10 3 /4" 11' -11 '/+" 8' -2'/." 15 12,104 _ 4725mm 2407mm 3638mm 2496mm 5,848 NC3221 281 20 12,165 5,909 NC4201 311 15 14,615 6,940 NC4211 339 17' -0" 8' -10 /" 12' -11 3 /+" 9' -2 'A" 20 14,692 7,017 5182mm 2712mm 3956mm 2801mm _ NC4221 363 25 14,749 7,074 NC5201 403 20 19,275 8,980 NC5211 432 18' -9" 10' -10 3/4" 12' -11 ° /a" 11' -2 Y." 25 19,353 9,059 NC5221 450 _ 5715mm 3321mm 3956mm 3410mm 30 19,415 9,121 NC5231 501 40 19,681 9,387 NC6201 475 25 21,834 10,021 NC6211 503 19' -10" 11' -10 3 /+" 12' -11 3 /+" 12' -2 ' /." 30 21,896 10,083 6046mm 3626mm 3956mm 3715mm NC6221 548 40 22,039 10,226 NC7201 501 _ 25 26,315 11,257 NC7211 _ 529 30 26,377 11,319 NC7221 574 22' -5" 11' -10 3 /+" 13' -3 3 /+" 12' -2 'h" 40 26,520 11,462 6833mm 3626mm 4058mm 3715mm NC7231 _ 619 _ 50 26,586 11,528 NC7241 632 60 26,858 11,800 NCA2A1 530 25 27,314 12,048 NCA281 568 22' -5" 13' -10 3 h" 12' -11 3/41" 14' -2 Y+" 30 27,376 12,110 6833mm 4236mm 3956mm 4325mm NCA2C1 619 40 27,729 12,463 NCA201 556 - 25 27,211 11,945 NCA211 591 22' -5" 13' -10 3 /+" 12' -11 3 /a" 14' -2'/." 30 27,273 12,007 _ 6833mm 4236mm 3956mm 4325mm NCA21 v 651 _ _ _ ' 40 27416 12,150 A1' 559 25 30,659 13,063 NCB2B1 _ 597 22' -5" 13' -10 3/4" 13' -3 3/4' 14' -2 Y." 30 30,721 13,125 NCB2C1 646 6833mm 4236mm 4058mm 4325mm 40 31.074 13,478 NCB2D1 677 50 31,140 13,544 NCB201 _ 586 25 30,556 12,960 NCB211 620 30 30,618 13,022 NCB221 ` 676 22' -5" 13' -10 3 h" 13' -3 34" 14'-2 Y" 40 30,761 13,165 6833mm 4236mm 4058mm 4325mm _ _ NCB231 710 - 50 31,180 13,584 NCB241 750 60 31,452 13,856 NOTE 1 Use this bulletin for preliminary layouts only. Obtain current 4 Standard overflow is a 4" dia. standpipe in the collection basin drawings from your Marley sales representative. All table data is floor. The standpipe removes for flush -out and draining. See per cell. page 16 for side overflow option. 2 Last numeral of model number indicates number of cells. Change 5 Outlet sizes vary according to GPM and arrangement. See pages as appropriate for your selection. 16 and 17 for outlet sizes and details. 3 Nominal tons are based upon 95 "F HW, 85 °F CW, 78 "F WB and 6 Makeup water connection may be 1" or 2" dia., depending upon 3 GPM /ton. tower heat Toad, water pressure, and desired connections. See page 11 for additional information. T TOWER SCHEMATIC . : .0 NEM 1111111 •""" 4 : 11.6°- 1.41-10. n " 11111 I , .. owl dbittrnlismra ,„,, - , • i .4„„ 0 . ,•,,,,....., _ lo •aso, ■ ■ ...0 -.. ,,,........ -• -galwas/ •••isp.... 4surr■ . Illfat .4 b low* * '..).' 1110 pormailOtp:,.... " 0 W 4 III. v f W ON *II oeft* MN •ip- 0 4 a \ s■ q i IMMO ■ • Np / ■• n -7 lc\ 4, AN MIN , / 22' 5" , 3 / ---- ,- - t-: - 1 01 1 t., ,.. r ,, Tn:;, - .;::1:.,.:'. - 7.: . . ,- : . , , : , :::•i - : :nq",•.. 4 ::,' ' '^ k f- ' ' ' ' ''': ' ' 1 .. . • ' . • , . . H ..,......., IN - I ' , ■ 7 :_, :..,... , ,, .. ik 1 MIME HINGED ACCESS • L / ' \ \ 1 ' - a ___ DIMENSIONS Design Shipping Weight Tower Model Nominal Tons Operating lb Note 2 Note 3 WUCeII Motor hp L. H A B lb Weight/Cell Heaviest Section NC8201 611 33,014 25 15,337 8,338 NC8211 648 33,076 30 15,399 8,400 NC8221 706 10' -10/:' 19' -9 3 /," 11' -2 ' /." 3 'h" 33,219 40 15,542 8,543 3321mm 6039mm 3410mm 89mm NC8231 778 33,285 50 15,608 8,609 NC8241 814 33,557 60 15,880 8,881 NC9201 673 35,689 25 16,335 8,838 NC9211 706 35,751 30 16.397 8,900 NC9221 782 35,815 40 18,461 8,964 ___ 11' -10'/" 19' -9 12' -2' /i' 3 'k" 3626mm 6039mm 3715mm 89mm NC9231 832 35,881 50 16,527 9,030 NC9241 887 36,153 60 16,799 9,302 NC9251 941 36,292 75 16,938 9,441 NC9261 1,000 12'•8'/x" 23' -4" 12'-9 1/2 10 3/4" 36,372 75 17,018 9,521 ' 3877mm 7112mm 3899mm 273mm NCC201 753 41,545 25 18,905 9,997 NCC211 794 41,607 30 18,967 10,059 NCC221 873 41,751 40 19,110 10,202 13' -10 3/4" 19' -9 W 14' -2 'W' 3 1/2" 4236mm 6039mm 4325mm 89mm NCC231 950 41,817 50 19,176 10,268 NCC241 964 42,299 60 19,658 10,750 NCC251 1035 42,354 75 19,718 10,810 NCC261 1,102 13'- 10 23' -4" 14' -2' /a" 3'h" 42,451 75 19,810 10,902 4236mm 7112mm 4325mm 89mm NOTE 1 Use this bulletin for preliminary layouts only. Obtain current 4 Standard overflow is a 4" dia. standpipe in the collection basin drawings from your Marley sales representative. All table data is floor. The standpipe removes for flush -out and draining. See per cell. page 16 for side overflow option. 2 Last numeral of model number indicates number of cells. Change 5 Outlet sizes vary according to GPM and arrangement. See pages as appropriate for your selection. 16 and 17 for outlet sizes and details. 3 Nominal tons are based upon 95 °F HW, 85 °F CW, 78 °F WB and 6 Makeup water connection may be 1 " or 2" dia., depending upon 3 GPM /ton. tower heat Toad, water pressure, and desired connections. See page 11 for additional information. 9 SYSTEM CONNECT Tired of having to design your piping and tower layout to i�_� accommodate the standards of cooling tower manufactur- �� c' ._ ers? Marley's SystemConnect'" variety of piping systems — ` ®1 accommodates your design intentions to make your layout / of the NC Series both expedient and economical ® _____.. o Single or dual hot water inlet connections. o Side inlet, bottom inlet or top inlet connections. o Side or bottom cold water outlet connections. o A variety of makeup, overflow and drain options. All piping from the single inlet connection to the distribu- tower package. Installation and tion basins is part of the p 9 � I design costs are reduced and the need for extra piping and supports are eliminated. The single bottom inlet connection is perfect for multicell applications— keeping all the inlet I 1 `. _ piping below the tower. Unless otherwise specified, single -cell towers normally have a side - outlet suction appropriate for the design water flow rate —see pages 16 and 17. This usually assures the lowest possible installed tower elevation. Side - suction con- nection pipes extend roughly 3" outside the basin, and are beveled for weld connection and also grooved for a me- chanical coupling. Multicell towers, intended to operate together as a common unit, are joined by steel flumes between the Outlet piping can be kept below the cold water basin collection basins. These flumes equalize the operating level by choosing either a depressed sump or a bottom water level between basins and also provide a flow pas - outlet connection in lieu of the side suction. Both outlet sage from cells not equipped with outlets or makeup valves, designs conform to standard class 125 ANSI pipe flange often eliminating the need to specify an outlet and makeup specifications. Easily removable debris screens are op- valve for each cell on a multicell installation. Select the tional on bottom outlets and are standard on all other outlet number of outlets required to maintain a maximum flow of arrangements. 1,371 GPM through -each flume for NC1 through NC6 and Depressed sumps are made of inert FRP or heavy- NCA models and 2,203JGPM for NC7 through NC9 and gauge welded stainless steel. Unless otherwise specified NCB through NC odels. Flow values are for side - towers with galvanized steel collection basins are supplied suctions or bottom - outlets without trash screen. Refer to with FRP sumps and towers with stainless steel basins are NC sales drawings to obtain flow values for sumps and supplied with stainless sumps. bottom outlets with trash screens. .7 s 0 i M4 II 6 1 1 1 _______] , 1 IF t{ 11 S SR { ,___, ,_..., I `1 ,, ___ ,, ,, ,_, _ _____ ____ __ __ ______ i _______________________ 10 • • If each cell is to be equipped with an outlet, side - suctions Makeup %Mater Flow Required -GPM can be used on end cells of multicell towers, but not on to Maintain Three (3) Concentrations interior cells. For direct outlet from each cell on installations Tower Cooling "Range" (hot water minus cold water) of three or more cells, use either the depressed sump or GPM 5" F 10" F 15 F 20° F 30° F 40° F bottom outlet on interior cells. 200 2 3 4 5 8 10 The best choice for a tower used with a remote or indoor 400 3 5 8 10 15 20 600 storage tank —see page 20 —or on a concrete cold water 800 4 8 12 15 23 30 basin is usually a bottom outlet. 800 5 10 15 20 30 40 1,000 7 13 19 25 38 50 A side - suction equipped tower can be installed on a flat 1,soo 10 19 29 38 57 75 concrete slab if a side drain and overflow are also speci- 2,000 13 25 38 50 75 100 fied —see page 16. Consult your Marley sales engineer for 3,000 19 38 57 75 113 150 complete information. 4,000 25 50 75 100 150 200 5,000 32 63 94 125 188 250 ,000 38 `` -75 1 150 225 300 Makeup ✓` 8,000 50 100 150 200 300 400 The amount of water constantly evaporated from a NOTE cooling tower varies directly with the heat load applied. In If circulating water is to be maintained at 2 concentrations instead of addition to evaporation, water is normally lost to the blow- 3, multiply table GPM values by 1.36 before sizing makeup valve. down (bleed -off) necessary to maintain dissolved solids concentration at an acceptable level in the circulating water system. The NC is equipped with one or more float- operated, mechanical makeup valves to automatically replenish this Makeup Valve Flow Capacities-GPM lost water. The tables on this page, calculated for a concen- Pressure at Valve Inlet 1" Diameter 2" Diameter tration of 3 times normal, indicate the rate of water loss—and while flowing-psig Valve Valve the size ofvalve(s) required. If your installation's cold water 10 56 90 basin will drain by gravity to a remote storage tank —or if you plan a separate means of controlling makeup water— 20 78 120 a price reduction is available fordeleting the Marley- supplied 30 92 143 valve(s). Marley also offers an optional electronic liquid - 40 106 160 level contol. 50 117 167 77 NOTE �/ • If makeup water pressure exceeds 50 psig, use pressure reduc=r ahead of valve. ) • For flow requirements exceeding the above limitations, use / \ multiples of the same size valve. 11 SYSTEM CONNECT DUAL INLET CONNECTION w TOWER INLET x Z li-+ 11 ,_ - r - ...„ ............„ � I� �� � � '��� ;fir.50 • ��rrr�i�� /4'!1 14�r' i Ir 1.:4 �' Sri ►�1 � 1 RY HC NOTE 7 � LVE i ■ U' iii TOWER FACE OF VALVE INLET FLANGE P N INCLUDES W Z TOP OF INCLUDES MIN/MAX H E A DER 1/4' GASKET a DISTRIBUTION 1/4' GASKET Z a BASIN � r '" -- — I,�1- :_—.7: 1 f �. L- -1 I r � 2` c r °w"'` +f Cawley 5 J USE FOR INLET STATIC UFT I ELEVATION I r SINGLE CELL NIULTICELL DIMENSIONS Tower Model Inlet Diameter J K S N rewrAr P Q NC1200 8' -8 " /,6" 12' -3" 9' -4 WIG" 3' -11 'h" 4' -10" 5' -10" 6' -8 '4" 2 at 6" NC2200 8' -8 SAC 13' -9" 9' -4 5'- 10'/." Fit "P" 6' -7" 8' -2 '/4" 2 at 6" NC3200 10' -5 9 /i6" 13' -9" 11' -1 t /16" 5' -10 Ye" Fit "P" 6' -7" 5' -2 1/4" 2 at 6" NC4200 11'- 5'/,6" 15' -3" 12' -1 "/16" 5' -10 1 /4" Fit "P" 7'-4" 9' -2 1" 2 at 6" NC5200 11'- 5'/46" 16' -10" 12' -2 "hs" 5' -11 1/4" Fit "P" 8' -1 1/2" 11' -2 1 /," 2 at 8" NC6200 11'-5'/16" 17' -11" 12' -2 13 /16" 6' -1 1/4" Fit "P" 8' -8" 12' -2 1 /4" 2 at 8" NC7200 11'- 9'/,6" 20' -6" 12' -6 "/is" 6'.1 We" Fit "P" 9' -11 'h" 12' -2 1 /4" 2 at 8" NCA200 11'-5 9 /,fi" 20' -6" 12' -2 1 1/46" 6' -10 6 h" Fit "P" 9' -11 1/2" 14' -2 1 /4" 2 at 8" NCB200 11'- 9'/,6" 20' -3 'h" 12' -8 1 1/46" 6' -10 1/2" Fit "P" 9' -9 1/2" 14' -2 1/4" 2 at 10" 12 w TOWER 1, INLET Z t____ —, r # Ilmi irk low- ��� • a• ► - * **w1 r .,:: ` I j , ��� � Vi i♦ 1111. ;; p ► ���� j `emu 44■20111;AliC N 1 MARLEEY HC 1 i� ♦a► :� 11 1 BALANCING VALVE , ��4���i� j `�4��� OPTION NOTE 6 , l��� �� iA44 • SA P • TOWER FACE OF VALVE P N t— kD INLET FI�NGE INCLUDES w ? INCLUDES HEADER ' /a" GASKET Z a _ _ TOP OF /a" GASKET C - - -- �ii� DISTRIBUTION ^ BASIN 1 i (\ J S 18' -3 9ha" USE FOR a INLET STATIC LIFT �c t ELEVATION i SINGLE CELL MULTICELL DIMENSIONS Tower Model Inlet Diameter K 5 N Q p NCB 20' -6" 19'- 0' 6' -1 s/e" 11' -2 '/." 9' -11 Y" 2 at 8" I( N 29C O0 thru NC9250 20' -6" 19'-0 'Ms` 6' -1 %" 12' -2 '/." 9' -11 '/" 2 at 8" I NC9260 20' -6" 19' -0 ' " 6' -1 W 12' -9 'h" 9' -11 '/t" 2 at 8" 1' NCC200 20' -3 V" 19'- 2 /,e" 6' -101" 14' -2 1" 9' -9 'h" 2 at 10" . NOTE 1' this bulletin for preliminary layouts only. Obtain current 4 All piping and supports —and their design —are by others. drawings from your Marley sales representative. 5 Allow adequate clearance for entry to tower access doors and 2 Pltmping. head contributed by the tower is static lift "5 ". Add your safe use of optional ladder. Refer to appropriate Marley drawings. system••dynairiic pipe losses for total. 6 You may choose to use 90° short radius flanged elbows in place 3 The tower will'support. the vertical weight of piping shown within of HC balancing valves on single -cell towers where inlet piping is the plan area of the tower only. All piping loads, including thrust balanced for equal flow. Pipe elevation remains as shown. and lateral loads of riser and horizontal piping must be supported 7 Because of the motor enclosure protrusion model NC 1220 independent of the tower. See inlet piping drawings for details. requires special spacing for 3 or more cells. 13 SYSTEM CONNECT SINGLE INLET CONNECTION OPTION • J J 446 Willi 0 iffitiRattll ■ - 0 0 s.taavligi / i : 11 —FACE OF SIDE INLET CONNECTION SINGLE SIDE INLET NOTE 5 SIDE INLET TOWER i__ �! I L: . 16/1 _ B 6" SINGLE BOTTOM J/ INLET ' TOP OF - 1 FACE OF 'INLET TOWER INLET NOTE 5 1 _ 1?-1. SUPPORT BOTTOM INLET E CONNECTION SINGLE BOTTOM INLET NOTE 5 Tower Model Inlet B C D E Diameter NC1200 6' -8 1/4" 3' -0 5 /,6" 2' -8" 1' -11 t 6" NC2200 6' -6 15 /I6" 3' -9 5 /i6" 2' -8" 2' -5 3/46" 8" NC3200 8' -3 /16" 3' -9 3/4c" 2' -8" 2' -5 5 /is" 6" NC4200 9' -3 1 3/46" 4'-3 5 /is" 2' -10 3/4" 2' -11 3/4s" 8" NC5200 9' -3 /s" 5' -3 5 /is" 2' -8 1 /6" 1' -4 1/4" 10" NC6200 9' -3 3/46" 5'-9 5 /16" 2' -8 '/s" 2' -9 3 4" 10" NC7200 9' -7 3/46" 5' -9 5/is" 2' -8 Vs" 2' -9 3 /e" 10" NCA200 9' -3 3/46" 6'-9 3/46" 2'-4" 3' -7 3 /46" 10" NCB200 9'-7 3 /Is" 6'-9 5 /16" 2'-4" 1'-2 5 /I6" 10" ■ I 14 I 1 • • J et MI 11111 Litc-■ 441412100..- u.i al FACE OF 10 DIA. SIDE INLET CONNECTION 10' SIDE INLET TOWER SINGLE SIDE INLET NOTE 5 APIMEM MI I 1W—IFAIIIIIIM1 /1111.11111 z 1 ` II 16' t she I ' I 1 1111 1 6" IPIJIMIII NLET TOWER 10" INLET TOP OF J FACE OF I SUPPORT 10" DIA. BOTTOM '�`-E p INLET CONNECTION SINGLE BOTTOM SINGLE BOTTOM INLET NOTE 5 INLET NOTE 5 Tower Model DIMENSIONS C D E NC8200 5' -3 Ms" 2' -5 W 3' -10 '/s" .—> NC9200 5*-9 s 2'-5 1" 4'-4 1" NCC200 6' -9 5/ 6" 2' -4 '/," 3'-4 +/ NOTE 1 Use this bulletin for preliminary layouts only. Obtain current 4 Allow adequate clearance for entry to tower access doors and drawings from your Marley sales representative. safe use of optional ladder. Refer to appropriate Marley 2 All external piping loads, including weight, thrust and lateral loads drawings. of riser and horizontal piping plus the weight of water in the 5 You may choose either a bottom inlet connection or a internal riser must be supported independent of the tower. side inlet connection. The bottom inlet connects at the tower Internal riser adds additional vertical operating loads to external collection basin floor. Refer to appropriate Marley drawings. piping at the bottom inlet flange. 6 Contact your Marley sales representative for the required pump 3 All piping and supports beyond the inlet connection —and their head for single -inlet applications. design —are by others. 7. Weight of internal piping must be added to tower weights. Contact your Marley sales representative for combined tower weight information. 15 SYSTEM CONNECT OUTLET CONNECTION DIMENSIONS SUCTION CONNECTION TOWER Tower Model SEE TABLE FOR SIZE A B C OVERFLOW NC1200 10" 3' -3'A6" 6'h" 3" DIA NPTF ■ DRAIN AND CLEAN -OUT NC2200 10" 4' -0 a /6" 6 > " 1 1/2" DIA NPTF NC3200 10" 4' -0 3 A 6" 6 %" z ' _ NC4200 10" 4'- 6'/is" 6'/e• r s : •' ` � ` C NC5200 10" 5' -6 M6" 6 h" ..._ . -- 1 -. _: ': ,'L _, — 4 9/16" - NC6200 10" 6' -0 Me" 6 ' /e" ■ NC7200 111/4" 6' -0 VIE' 10 3 /16" 12/6" NC8200 111/4" 5' -6 3 /6" 10 3 A6" TOP OF SUPPORT NC9200 111/2" 6'-O M6" 10 3 A&" NCA200 10" 7' -0 MG" 6 %" DRAIN AND OVERFLOW CONNECTION NCB200 111/2" 7' -0' /e' 10 3 M6" OPTION NCC200 11 7' -0 3 46" 10 3 A6" TOWER WELDING BEVEL 41 MECHANICAL COUPLING GROOVE II SUCTION HOOD ,, :+• z 1 + ' ,,' IIIIIIIIIIIIII REMOVABLE . _,_, d_�:; L € . A �.. TRASH SCREEN SUCTION CONNECTION SEE TABLE FOR SIZE TOP OF e B SUPPORT TOWER CELL SECTON SIDE - OUTLET SUCTION CONNECTION 16 • . i: i. ■ • - LS BOTTOM ::: � ` L C COLLECTION I l BASIN FLOOR TOP OF - SUPPORT - ".SUMP REMOVABLE rTRASH SCREEN OUTLE SEE TAOR SIZE TBOWIN ER FLCOLOR LECTION / I 1 3 /s °- ASO �� Y - t om, `� r REMOVABLE 1- I TRASH SCREEN BOTTOM 1' -8 3 /s" : "' • OF BASIN I t E I � k FLOOR TOWER c�` SECTION CELL I I 4 _,�- --,„ k'' NOTE BOTTOM OUTLET 5 V 7 /e -I ALSO AVAILABLE WITHOUT TOP OF 2'-4 3 /4" 4 th I 2' - 3 /g" -- TRASH SCREEN. SUPPORT SUMP OUTLET MIN CLEARANCE SEE TABLE FOR SIZE SECTION BOTTOM OUTLET CONNECTION DEPRESSED SIDE - OUTLET SUMP CONNECTION STAINLESS STEEL OR FRP Maximum GPM per Outlet Sump Bottom Outlet Sump pump (low Bottom Outlet pump flow Side Suction pump flow w/ anti -vortex plate pump flow w/ anti -vortex plate pump flow w/o °f or flow w/o anti -vortex plate gravity anti -vortex plate gravity flaw Outlet w/ or who wh or w/o , Dia anti -vortex plate anti -vortex plate NC7 NC1 NC1 thru NC7 thru NC1 thru thru thru NC9 thru NC9 NC6 NC9 ALL NC6 ALL NC6 NCB NCB NCA NCC NCA NCC NCA NCB NCC 4„ 71 157 6" 900 630 895 900 162 355 8" 1,595 1,595 1,116 1,584 1,595 287 629 673 10" 2,515 2,515 1,760 2,498 2,515 453 992 1,061 2,720 NCI thru NC4 12" 3,578 2,504 3,458 3,578 644 1,412 1,509 3,501 NC5 NC6 NCA 14" 4,252 3,065 3.458 4,378 788 1,728 1,847 16" 1,041 • 2,283 2,441 18" 1,349 2,958 3,162 20" 1,675 3,321 4,045 24" 2,433 4,018 4,897 NOTE • For gravity -flow situations (as to an indoor tank), use bottom outlet or depressed side outlet sump. Side outlet suction is not recommended for gravity flow. • GPM limits are the outlet capacities per outlet based on the design operating water level -81/2" above the top of support on models NC1 through NC6 and NCA 91/2" on NC7 through NC9 and NCB and NCC. 17 TOWER S / L L OVERALL OF BASIN OVERALL OF BASIN ' 1" --,r _,_ p .,p, 1" p . 1" . ' i ANCHOR ANCHOR", ^,ANCHOR ANCHOR BOLT BOLT BOLT BOLT 2 1 /4' 2 44" 1 41 C6 . - - - O i Z g< tt B u m Q a c Z ra 3 N 7 HOLES FOR m `rte., d1 5 /8" DIA. ANCHOR N, P m B OLTS 4 REQD u �; O u. _ O k 2 C P J O HOLES FOR > 5 /a" DIA. ANCHOR O F4 4 BOLTS 4 REQD et 0 O 2H. , U� U� _ l j-t m I ..c. ,, F ~t,„',�,'f.w .�iz:. }e . •! ». fi, 2'/4" / 1 ' — 2 1 /4" 1 1 1. —\\ \ 1 — TOWER COLLECTION TOWER COLLECTION BASIN BASIN SUPPORTING STEEL SUPPORTING STEEL ALTERNATE SINGLE CELL SINGLE CELL DIMENSIONS Design Design Wind /Seismic Loads Tower Model Operating Operating Load lb Wt/Cell at Anchor Max. Vertical Max. Horizontal W L C D E Note 7 lb lb Reaction at Reaction at Anchor Anchor NC1200 14' -0" 6' -4 3 /1' 13' -7' /" 6' -2 3 /i' 5'/z" 9,298 2,324 1,364!1,212 943/794 4268mm 1950mm 4153mm 1899mm 140mm NC2200 15'-6" 7'-10 /<" 15' -1 'k" 7 -8 /." 5'h" 11,699 2,925 1221/1,225 1,046/1002 4725mm 2407mm 4611mm 2356mm 140mm NC3200 15' -6" 7' -10 3/4" 15' -1 3 /2" 7' -8 /a" 5'�' 12,165 3,041 1,737/1578 1,248/1,042 4725mm 2407mm 4611mm 2356mm 140mm NC4200 17'-0" 8' -10 /a" 16' -7 Yz 8' -8 /." 5 '/f" 14,749 3,687 2,019/1,789 1,498/1,263 5182mm 2712mm 5068mm 2661mm 140mm NC5200 18'-9" 10'- 10 18' -4 1/2" 10' -8' /." 5'�" 19,681 4,920 1,803/2,108 1,648/1,686 5715mm 3321mm 5601mm 3271mm 140mm NC6200 19'-10" 11' -10 3 /4" 19' -5 1/2" 11' -8 3 /a" 5 'fz" 22,039 5,510 1,759/2,106 1,750/1,889 6046mm 3626mm 5931mm 3576mm 140mm 22' -5" 11' -10 3/4" 22' -0 fz 11' -8 3 / <" 5 '/z" NC7200 26,858 6,714 2,090/2,518 2,029/2,301 6833mm 3626mm 6719mm 3576mm 140mm NC8200 22' -5" 10' -10 /." 22'-0 1/2 10' -8 3/4" 5'�" 33,557 8,389 5,405/5,554 3,121/2,875 6833mm 3321mm 6719mm 3271mm 140mm NC9200 thru 22' -5" 11' -10 3 /4" 22' -0 1" 11' -8a /a" 5 Y" NC9250 6833mm 3626mm 6719mm 3576mm 140mm 36,292 9,073 4,958/5,484 3,126/3,110 NC9260 22' -5" 11' -10 /" 22' -0 /" 11'-8 3 /4" 1' -0 3/4" 36,372 9,093 5,779/5,498 3,353/3,117 6833mm 3626mm 6719mm 3576mm 324mm NCA200 22' -5" 13' -10 3 /" 22' -0 'k" 13' -8 3/" 5'�„ 27,729 6,933 1,704/2,062 1,982/2,154 6833mm 4236mm 6719mm 4185mm 140mm NCB200 22' -5" 13' -10 3 / 4" 22' -0 13' - 3 /" 5' /�' 31,452 7,863 1,801/2,465 2,037/2,697 6833mm 4236mm 6719mm 4185mm 140mm NCC200 thru 22' -5" 13' -10 3/4" 22' -0 ' i" 13' -8 /" 5 '/i" NCC250 6833mm 4236mm 6719mm 4185mm 140mm 42,354 10,589 4,248/5,420 3,131/3,636 NCC260 22' -5" 13' -10 3 /" 22 - 0 '' 13' -8 3 /" 5 Y" 6833mm 4236mm 6719mm 4185mm 140mm 42,451 10,613 4,971/5,434 3,364/3,644 18 a P d (537:- /--"' — /2 u • / OVERALL LENGTH OF BASIN / 1 " / p E T 1" l ANCHOR ANCHOR ANCHOR ANCH BOLT BOLT BOLT BO / 2 1 /4" ; ,' I A Oij - v S Z Z HOLES FOR 1 'H. U1 5 /8" DIA. ANCHOR 1 . i , ri Q� BOLTS 4/CELL, ' O 11, C" S C 4 o et z o 21/4" 1 11 . L. .: / 1 IL 1 TOWER COLLECTION BASIN SUPPORTING STEEL MULTIGELL -- c__ r. MINIMUM BEARING WIDTH MUST BE TOWER PROVIDED BY BEAM FLANGE OR BEARING PLATE AT EACH ANCHOR BOLT LOCATION. TOWER COLLECTION COLLECTION BASIN 6" BASIN 5 /5" WASHER READ 1„ BY OTHERS SUPPORT „..„ A SUPPORT —. 5 /8” WASHER READ BY OTHERS ‹ 9 \ E B � OTHERS BY CTHERS -- r I .t- NORMAL 1 / 8 " _ 1/ GAUGE I r -- NORMAL GAUGE VIEW A SECTION B NOTE 1 Use this bulletin for preliminary layouts only. Obtain current 5 Tower may be placed on a flat concrete slab. Side outlet and drawings from your Marley sales representative for final design. optional side drain and overflow must be specified. See pages 10 2 Purchaser to provide tower support complete with holes and and 16 and consult your Marley application engineer. anchor bolts. Do not use studs! Anchor points must be framed 6 Tower ma be supported from piers at each anchor bolt location, 3 Design operating weight occurs with collection basin full to as a support alternative. 7. Dimensions between cells "E" may vary depending on the overflow level. Actual operating weight varies with GPM and number of cells and options. Dimensions shown are for a piping scheme, but is less than shown here. standard two cell arrangement. Obtain current drawings from your 4 Wind loads are based on 30 psf and are additive to operating loads. Seismic loads based on 1994 UBC, Zone 4. Marley sales representative for final dimension. 19 FREEZE PREVENTION When the ambient air temperature falls below 32°F, the Indoor Storage Tank water in a cooling tower can freeze. Marley Technical Report #H -003 "Operating Cooling Towers in Freezing With this type of system, water flows from an indoor tank, Weather" describes how to prevent freezing during opera- through the load system, and back to the tower, where it is tion. Ask your Marley sales representative fora copy. cooled. The cooled water flows by gravity from the tower to During shutdown, water collects in the cold water basin the tank located in a heated space. At shutdown, all and may freeze solid. You can revent freezin b addin exposed water drains into the tank, where it is safe from heat to the water left in the tower —or, you can rain the freezing. tower and all exposed pipework at shutdown. The table on page 21 lists typical drain -down capacities Electric Basin Heaters for all NC Series tower models. Although Marley does not produce tanks, many of our representatives offer tanks Marley offers an automatic basin water heater system, supplied by reputable manufacturers. consisting of the following components: The amount of water needed to successfully operate the Stainless steel electric immersion heater(s), system depends on the tower size and GPM and on the — Threaded couplings are provided in the side of the volume of water contained in the piping system to and from collection basin. the tower. You must select a tank large enough to contain NEMA 4 enclosure containing: those combined volumes —plus a level sufficient to main- — Magnetic contactor to energize heater. tain a flooded suction on your pump. Control makeup water — Transformer to convert power supply to 24 volts for according to the level where the tank stabilizes during control circuit. operation. —Solid state circuit board for temperature and low - water cutoff. Enclosure may be mounted on the side of the tower. Control probe in the collection basin to monitor water temperature and level. Heater components are normally shipped separately for installation by others. When purchased in conjunction with the Marley Control System option, they are factory installed and tested. Note: any exposed piping that is still filled with water at shutdown — including the makeup water Tine— should be electrically traced and insulated (by others). Steam Jet Basin Heaters Penberthy Houdaille bronze steam jet heaters ( to 3 /4 ") are available from Marley for freeze protection (instal- lation by others). Injectors install in a coupling provided in the side of the collection basin. Live steam, as required, is injected directly into the water. Condensed steam adds water to the basin, and the excess will exit the overflow of the tower. 20 • NC Series Drain Down Capacity Tower Model Range of Tower Design GPM Maximum Gallons of Maximu G Drain -Down Tower Model Range of Tower Design GPM D rain -D allons of own 130 -280 391 480 -830 1256 290 -480 413 840 -1440 1415 NC1 490 -700 436 NC7 1450 -2090 1508 710 -920 458 2100-2730 1589 930 -1200 476 2740 -3410 1656 160 -340 488 350-630 1394 350 -500 512 640 -950 1507 NC2 510 -680 531 .NC8 . 960 -1320 1607 690 -1140 578 1330 -1910 1746 1150 -1530 601 1920 -3120 1974 160 -340 585 480 -690' 1526 350 - 500 546 700 -1040 1649 ■ NC3 510 -680 5 70 NC9 1050 -1440 1755 690 -1140 627 1450 -2090 1909 1150 -1530 656 2100 -3410 2156 190 -390 622 480 -1040 1231 400 -570 655 1050 -1640 1318 NC4 580 -770 683 NCA 1650 -2090 1384 780 -1290 755 2100 -2730 1463 1300 -1730 791 2740 -3620 1557 310 -650 928 480 -1220 1575 660 -940 977 1230 -1930 1683 NC5 950 -1280 1029 NCB 1940 -2460 1762 1290 -2140 1146 1270 -3210 1855 2150 -2810 1208 3220 -4100 1962 340 -710 1019 480 - 810' 1773 720 -1240 1115 820 -1220 1917 NC6 1250 -1790 1189 NCC 1230 -1690 2042 1800 -2340 1258 1700 -2460 2226 2350 -3080 1325 2470 -4100 2549 NOTE Volumes shown are maximums for the GPM ranges indicated. Actual volumes will usually be less. Contact your Marley sales representa- tive for more specific information. 21 OPERATING AND ENVIRONMENTAL ,AW,ARENEESS • Sound Control As suggested in the aforementioned Technical Report, it may also be advisable to specify a design wet -bulb Sound produced by a NC Series tower operating in an temperature 1 °F higher than normal to compensate for unobstructed environment will meet all but the most restric- potential recirculation initiated by the enclosure. You'll tive noise limitations —and will react favorably to natural benefit from discussing your project with your Marley sales attenuation. Where the tower has been sized to operate representative. within an enclosure, the enclosure itself will have a damp- ing effect on sound. Sound also declines with distance —by System Cleanliness about 5 dBA each time the distance doubles. Where noise at a critical point is likely to exceed an acceptable limit, Cooling towers are very effective air washers. Atmo several options are available — listed below in ascending spheric dust able to pass through the relatively small louver order of cost impact: openings will enter the circulating water system. Increased concentrations can intensify system maintenance by clog- • In many cases, noise concerns are limited to night- ging screens and strainers —and smaller particulates can time, when ambient noise levels are lower and coat system heat transfer surfaces. In areas of low flow neighbors are trying to sleep. You can usually resolve velocity —such as the cold water basin — sedimentary de- these situations by using two -speed motors in either posits can provide a breeding ground for bacteria. 1800/900 or 1800/1200 RPM configuration— operat In areas prone to dust and sedimentation, you should ing the fans at reduced speed without cycling after consider installing some means for keeping the cold water hours ". The natural nighttime reduction in wet -bulb basin clean. Typical devices' include side stream filters and temperature makes this a very feasible solution in most areas of the world, but the need to avoid cycling a variety of filtration media. may cause the cold water temperature to vary signif- Water Treatment icantly. o The Marley Variable Speed Drive automatically min- In order to control the inevitable buildup of dissolved imize the tower's noise level during periods of reduced solids as water evaporates from the cooling tower, you load and /or reduced ambient temperature without should plan to develop a consistent, effective program of sacrificing the system's ability to maintain a constant water treatment. The program must control corrosion, cold water temperature. This is a relatively inexpen- scale buildup and accumulation of biological contaminants. sive solution, and can pay for itself quickly in reduced An acceptable water treatment program must be com- energy costs. patible with the variety of materials incorporated in a o Where noise is a concern at all times —for example, cooling tower, ideally the pHlof the circulating water should near a hospital —the best solution is to oversize the fall between 6.5 and 8.0. ! Batch feeding of chemicals tower so it can operate continuously at reduced (1200 directly into the cooling tower is not a good practice, since or 900 RPM) motor speed. Typical sound reductions localized damage to the tower is possible. Additional water are 7 dBA at 2/3 fan speed or 10 dBA at 1/2 fan speed. quality requirements appear in the NC User Manual which o Extreme cases may require inlet and discharge sound accompanies the tower. attenuator sections— however, the static pressure loss imposed by attenuators may necessitate an For complete water treatment recommendations, con - increase in tower size. This is the least desirable sult a competent, qualified water treatment supplier. approach because of the significant cost impact— Most systems can be successfully treated with a and because of the obstruction to normal maintenance MARLEYOZONE System. This usually removes the procedures. requirement for other chemical feed systems. In many Your Marley sales representative will help you meet your installations there is the potential for significant water sound requirements. savings. For complete information, contact your local Marley sales representative. Enclosures Occasionally, cooling towers are located inside archi N „ tectural enclosures for aesthetic reasons. Although NC Ylik ii4r to yr G .e o cated at. uch ,. Series towers adapt well to enclosures, the designer must s a� � � fl , 'W:r e: po SSxbtfJt P.of realize the potential impact of a poorly arranged enclosure cc a is . drawn on the tower's performance and operation. The designer tzfoOidfnga r ® a c �r tGi aser must take care to provide generous air inlet paths, and the a _% :ed tower's fan cylinder discharge height should not be lower 'P ,.otesfor , s o e rlter�ta than the elevation of the top of the enclosure. Obtain a copy iP,�r�£Welr " •* �=3* eaay of Marley Technical Report #H -004 "External Influences CDn]04yjt]4:c.gbJer.ollnfiota ,rte; and on Cooling Tower Performance" from your Marley sales c/e t air cod,rs , representative. ADDITIONAL INFORMATION Typical Applications Alternative Selections The NC Series tower is an excellent choice for normal In addition to the NC Series, Marley offers a full scope of applications requiring cold water for the dissipation of heat. products in various designs and capacities to meet the This includes condenser water cooling for air conditioning, special demands of specific applications. refrigeration, and thermal storage systems, as well as their utilization for free - cooling in all of those systems. The NC Corrosion Resistance Series can also used in the cooling of jacket water for o QuadraFlow fiberglass and stainless steel con - engines and air compressors, and are widely applied to struction assures long; service life in virtually any dissipate waste heat in a variety of industrial and manufac- environment. Five -year full product warranty. Efficient turing processes. PVC film fill. Uniquely different and architecturally attrac- Being constructed of stainless steel and other inert tive. Similar capacities to the NC Series. materials, the NC Diamond Series can be confidently ° Sigma' Series — available in wood, fiberglass, HDG applied in unusually corrosive processes and operating steel or stainless steel structure. Field- erected for medi- environments. However, no single product line can answer um to large projects. Available in a wide range of sizes. all problems, and selective judgement should be exercised Efficient PVC film fill. in the following situations Splash -Fill Towers Applications Requiring Alternative o Series 10 / Series 15 —wood structure, fiberglass Cooling Tower Selections casing, with splash- typeifill. Similar capacities to Sigma Certain types of applications are incompatible with any series towers. Proven in hundreds of installations. Ex cooling tower with PVC film fill — whether NC Series or a cellent in "dirty water" situations. competitive tower of similar manufacture. PVC is subject to World Wide Web distortion in high water temperatures, and the narrow passages typical of film -type fill are easily clogged by turbid 0 www.marleyct.com — visit Marley on the web for a or debris -laden water. Some of the applications, which call complete list of products, services and to find your for alternative tower designs are: nearest sales representative. o Water temperatures exceeding 125 °F — adversely affect the service life and performance of normal PVC fill. o Ethylene glycol content — can plug fill passages as slime and algae accumulate to feed on the available organic materials. • Fatty acid content — found in processes such as soap and detergent manufacturing and some food pro- cessing —fatty acids pose a serious threat for plugging fill passages. o Particulate carry over —often found in steel mills and cement plants —can both cause fill plugging, and can build up to potentially damaging levels on tower structure. • Pulp carry over — typical of the paper industry and food processing where vacuum pumps or barometric condensers are used. Causes fill plugging which may be intensified by algae. aj Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street • Overland Park, KS 66213 • 913.654.7400 email: info@marleyct.com • www.marleyct.com In the interest of technological progress, all products are subject to design and /or material change without notice. ©2000 Marley Cooling Tower Printed in USA TECH NC 00 FLORIDA HOSPITAL - ZEPHYRHILLS, FL Structural Calculations For Cooling Tower Supports July 1, 2010 Prepared by Heery International, Inc. Project No. 1012900 Cathy G. Tiedge, PE FL PE 047763 Heery International, Inc. 4700 Millenia Boulevard, Suite 550 Orlando, FL 32839 407 - 992 -6300 • • Project: Florida Hospital — Zephyrhills, FL Cooling Tower Supports The below signature and seal is for the attached calculation pages as listed on the table of contents: �0\11111///��� Cathy G. Tiedge, PE F •` \y dp►SPER r ./ F O // Heery International, I c L PE 047763 k +•CENSi-. to �i 4700 Millenia Boulevard, Suite 550 No 4776 Orlando, FL 32839 O` x = EB 0005176 = 407 - 992 -6300 STATE ' ∎ ,• W I \ • O Table of Contents 10 /1111 1 Cooling Tower Foundation/Framing Plan S1 Cooling Tower Support Calculations S2 to S5 Discipline: HEERY 1design Project #: Project: FL. F(oo(tTA. 2-e HI(L6 Sheet: ( of , 5 Prepared by: a .T (61X6 Subject: (,op\ 4ny - roc-.)er u PF' )R-TS Date: , h0/ 10 / - _ r >S> 1 ,� sZO 3 Z r� L s.,...,...sa, — , t i • - Id > O r � S r ' ki c9 "k o ° v O ■ J'¢ 1.. 43 S 4. ' w 1 i O r 1 Wit f n 1 - ID 0 . i _ .4 . ,. _ 1 ■? ` 4,1 t W +r Z 0 N 6 REFERENCE Checked by: Date checked: Architect / Engineer: Page #: Discipline: , HEERY 1 d e s i g n Project #: Project: Fc. 1-tospt rte■-c- Z. .fav-t Sheet: 2. of , 5 Prepared by: e - 1 - lecle . Subject: C.COLII-4 To b2. StappniaTS Date: FoR. 'NC 9 200 -- NC 9 zs 5tr‘%1C Ce.t1 1 Clk. ZOO 1 t „, oci V11140 spec!) = to enpl--■ p , ,qicurP le f" ci4 ted.oe,i a r o e 1.(rfb )ia-TFV\ce Prekcr0R. :-- %AS , 1-0 7 Mi. II EC - --- q - 000z 4 k viv 1 , 01 ___ f_.. stuif,..wic,..1._ V - 0,70 - 62e. 2.0 1 . ..7... a ° z 4-- ir .p5F 1 :€0 u i Palen?" e , 2a: _., , ( f.c6 i x f ;$ up :. 9 c ) 0 pER-AlArra , to T.:. .42€12 lb 1 II 3 14-9 r Z , III =,...jti , k 52. REFERENCE 3hecked by: Date checked: Architect / Engineer: Page #: Discipline: HEERY 1design Project #: Project: F L NOSPITAct. Z 6Pft' ( Sheet: 3 of 5 Prepared by: C. T,edje Subject: ( - 06 1 ScIpPole- '$ Date: 6 /3o /io Fog-- tog 200 r$Lg 25 ( c or• f) Fop_ OV-EILTuP-ntw t _ "'°o1 L: _ . ., 41-- _ 6 ? 3 p c ,.F v� c , , r 3bi�iz IS e � 'o s r r" &73/c.F (19 =9)L , 1 , = I31z5(O lb- Fr M ` 36 Zq Z lb x ■ l' k0 - 4 1334,. �z(b -Fr . � 4 i� k a. �� . � purr _;�___ ._� y��._ . _ � _„F �_.. ,..... It' -to" 1 At nED t)0,,..,,-.L.0, [.o DcCc, TO L.) ino �,. 1312-$6- Fr I I - lO -? 2 supper rflRx LoPto an Sirs = 0 lb 5 5 4 ►b Olin LO AO o n ' PPorr S qb lb - 5 5 422 1b _ 3 5 Z5 lb 50‘1. , 6e Wr rc: a . _ 1 4621 b 1 $2e. psF ' R . oia 5t-► D N % / Hoer o &t 144 a : No k,t z. 6. 'rd (DR() 6 7 p t 9 3 29 + r 1 � i� r K- ' n 52S 4 ib i 14621 lb ; u �.F .... -- F - 3321 33a3Ib H 7 06e 3 -( i . ■ Gee f ` REFERENCE Checked by: Date checked: Architect / Engineer: Page #: Discipline: HEERY 1design Project #: Project: FL (- -tospi rAL E IPtAY K1 Sheet: 4. of ' Prepared by: C ried5c Subject: Cont.( t-k; 'r pc., J2_ PP4R tS Date: 6 /..60A 0 (= o. `Dt_1 D tt44 /Ho2t- Loro , Can4 H olaii Chino 1-0/ = u 3Op&F ( io 1 (\ ) = - 1 00 9 Ib - 5y( -TS I 1 5 2 tb per SQppae_r. LoRO roe # 6997 tb , LI 1 49 !b S hoer D!2. ', ;r - ' 115Z {5 �y I/ 5 2 b T a , Z (CIS" ) , , a 0 T i 5 r - . 3 OSF (11 IOY. t`� 6 9 Z1t tk - rr Z e i2' . -w.... , _..� 32. .16 F r c 9 2,4 . fib- Fr,. r U ED D[ AD ID �nt J , ( s�AO Dive W 1 6 12.14 ■h - FT, r a y ZO 7(0 b rAii 3SZ5 lb P - i C e44- F17 Gil es = 3 lb 3 5 _' -kl s tDn T t �7 rm�' -, = 6 997 IPA - I t I\ Yo ) ShoR -r t "" et r'; 3 t 152- to . S 9 REFERENCE Checked by: Date checked: Architect / Engineer: Page #: Discipline: HEERY 'design Project #: Project: FL 14ospt-4,t 9-ac , kic_.S Sheet: 5 of 5 Prepared by: C. 1R Subject: '( , n5 To, ) - s (z"Ts___ �5 c, CK Fri rog ' btR Cr A-0,r5 3 52.s lb I4-6Z1 lb 3323 ) --a 332 e P FD :Z 'Pftu - 1 See Ib -- , V. C) i a mQ _ (33154. 2 3' + ''52,4'5 1 12 1 = 2 I Lb -� i tans') 6 z 2 4 2 1 lb - r C 3 r MoY ' r 33Z 'v3 Z = `� b 1 1� -Fr4d 1 k- L z (�=F o fi i M2 = ( I + 6 `l7 (rl't 11;4-16 I�s —� ' ---> r'5a -: 2 5 - 1 9 4 16 -F r P o 1 • a( aS P Mov ?T - �IT5 16x2 X 4, I�_ f %..:. c 1 L 24 :t b. -,:F.r G Zs196 rat..... R2 e- 3' _.Co loin n a,a { S5 REFERENCE ,hecked by: Date checked: Architect / Engineer: Page #: Date: July 1, 2010 To: Mike Gardner Title: Director of Engineering Company: Florida Hospital - Zephyrhills Address: 7050 Gall Blvd, Zephyrhills, Florida 33541 -1399 Phone No. (813) 783 -6189 Fax No. TRANSMITTAL From: Cathy Tiedge Email Address: ctiedge @heery.com Return Fax: 407 - 992 -6399 Re: Florida Hospital Zephyrhills Project 1536000 Via. Other FedEx Next Day Distribution: File: A01 -01 Qty. Description Dated Action Required 4 Cooling Tower Support Calculations 7/01/10 For Your Use. Signed and sealed Comments