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2007-024
MUM vAIA � c Document G701TM - 2001 Change Order PROJECT (Name and address): CHANGE ORDER NUMBER: 003 OWNER: New County Administration Building DATE: January 23, 2007 ARCHITECT: Amended to Include a New County Ej Emergency Operations Center by the to CONTRACTOR: be located on 43rd Avenue, Vero Beach TO CONTRACTOR (Name and address): ARCHITECTS PROJECT NUMBER: 5054 FIELD : ❑ Turner Construction Company CONTRACT DATE: (Amendment #4) June 6. 2006 OTHER: ❑ 800 N. Magnolia Avenue CONTRACT FOR: Guaranteed Maximum Price - Orlando, Florida 32803 Construction at Risk THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undisputed ammmt attributable to previously executed Construction Change Directives) Reference Description Amount COR012 Reconcile overhead shutter allowance. ($400) Credit COR 013 Delete Fypon exterior trim: add ice machine connections: modfy front entrance and revise kitchen casework. ($264) Credit COR 014 Add free damper in Room 054 per Request for Information response. $364 TOTAL $300 Credit The combination of these change items will not increase or decrease the GMP but will increase the Owner's Contingency by $300. The original Guaranteed Maximum Price was $ 4.974,710.00 The net change by previously authorized Change Orders $ (677518.00) The Guaranteed Maximum Price prior to this Change Order was $ 4,297, 192.00 The Guaranteed Maximum Price will be increased/decreased by this Change Order in the amount of $ 0 The new Guaranteed Maximum Price including this Change Order will be $ 4.297, 192.00 The Contract Time will be unchanged by Zero 10 ) days. The date of Substantial Completion as of the date of this Change Order therefore is June 30, 2007 NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. 1y NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. � 7 Donadio & Associates, Architects, P.A. Turner Construction Company IndiainwiRiber County Board df .,7Vupty Corrmi9sioners e ARCHITECT (Firm name) CONTRACTOR (Firm name) OW K (Firth ame) - v` 609 17th S et, Vero Beach, Florida 800 N. Magnolia Avenue 184015th S"treett, Vero Beach,Flbrida 32960 1 Orlando, Florida 32803 32960' ' A ES ADDRES ADD S _ - • i ( ature) (Signatu BY (Signatu Anthony Donadio Louis Fiore Gary C. Wheeler, Chairman (Typed name) (Typed name) (T1ped name) 01 / 23 / 2007 DATE 4F DATE DATE AIA Document G701Ts — 2001 . Copyright 01979. 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. ARNING: This AIA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAa cu nt, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent ible under the I s document was produced by AIA software at 09:44:14 on 01 /1612007 under Order No. 1000250302_1 which expires on 7/2512 7, an 's not for re User Notes: 05566) Review R ended for Approval: I L s Steve u . Project Manager Thomas . Frame, Gen al Services Director on town. Bud¢et Director Turner 10/20/2006 Mr. Steve Blum IRC Project Manager Indian River County Emergency Operations Center 2625 19th Avenue Vero Beach , FL 32960 RE: Indian River County Emergency Operations Center 2625 19th Avenue Vero Beach, FL 32960 Project #: 1290700 Change Order Request Number 012 Reconcile Overhead Coiling Shutter Allowance Dear Mr. Blum, We have finalized the required quotations for PCO-009 for the following extra work: Overhead Coiling Shutter Allowance Reconciliation . We have reviewed the Subcontractor Proposals (copies attached hereto) and have verified that all extra work items are in compliance with our Contract Agreement. The following is a detailed itemization of all extra costs: PCO No Item No Description Amount Contractor 009 002 Transfer allowance savings to Owner contingency $400.00 INDRIV 009 001 Finalize allowance for Overhead Fire-rated Coiling ($400.00) JBMATH Shutter Total Change to GMP: No Change $0.00 This change will also result in a possible schedule impact of 0 days to the project. Please return one (1 ) copy of this letter indicating your authorization to process this Change Order Request which does not change our Contract Amount. Following final approval of the actual Change Order by the Board of County Commissioners, the Owner's Contingency will be increased by $400.00. This approval will also authorize us to issue Subcontract Change Orders as required. If you have any questions regarding this Change Order Request, please call me at your earliest convenience. Sincerely, � � t Miss K ren Berg Sr. Project Engine Recommended By: Date: l ' i3 • 0 7 Steven Blum-Project Manager Approved By: 4d col) ( ,}(J4.1 � D Date: Tom Frame-Director of Genera ervices cc: COR-012, PCO-009, Cost, Purchasing , Accounting , Donadio and Assoc. Turner Construction Company 800 N . Magnolia Avenue, Suite 500 Orlando, Florida 32803 Telephone (407) 210-2500 Fax (407) 210-2520 SERVICE AGREEMENT SUMMARY Date: September 22, 2006 Contract #1290700-031 Owner: Indian River County Board of County Commissioners 184025th Street Vero Beach, Florida 32960 Architect/Engineer : Donadio & Associates, Architects, P.A. 609 17th Street Vero Beach, Florida 33960 Project: New County Administration Building Emergency Operations Center 4225 43rd Avenue Vero Beach, Florida 32967-1671 Construction Manager: Turner Construction Company 800 N. Magnolia Avenue, Suite 500 Orlando, Florida 32803 Subcontractor: J . B. Mathews Company Address : 2036 Apex Court City, State, Zip Code: Apopka, Florida 32703 Phone No : 407-656-1289 Fax No: 407-880-1253 Contact Person : Anthony Zampella Subcontract Price : $29100.00 100% Performance Bond and Payment Bonds are not required Payment Application Date : Subcontractor's application for payment is due on the 20th of the month with progress projected through the 25th of the month. Retainage Percentage: NONE Terms: Net 30 days TIiFPKEEER°RED , ROLLING DOOR01 ' ; Simple Test Doors Type FD 10- 1 - gush- Up Counter Fire Door Color-Cote Finish -( Face of Wall Mounted - Thermal Fusible Link Activated I 1 -3/4" 1 -3/411 —a{ I-4 — x-10"1 .F 3 10" i _ 2" rc D --- X cD z z W Q_ O Is—JAMB OPENINGWIDTH --ITURNER CONSTRUCTION COMPANY J Submittal #: C78:SQ7 CLI - a 7 rReviewed for General Acceptance Tact This 7 (— I review does not relieve the Subcontractor Of responsibility for making the work con!orm to the requirements of the contract 1-1( GUIDE OPEN] NG rl The Subcontractor is responsible for Guide Details all dim_-nsions, correct fabr'fcatlon and accurate fit with 'ne wark of other trades. JBJE T i9 �P 4�l�r+liECTS APPROVAL c I (•— sv Doors Under 8'-0" Wide Doors Over 8'-D" Wide ._. _ 1 1 Bottom Bar Detail Slat Selection w 7 0 6 ¢ I 21, 1111111 � iii i slat # 10 01 234 567 6910111213141515 WIDTH OF OPENING � Feet COMPONENT DIMENSIONS Opening Width C D 0 to 8'-0"'-- ' 4-118" 4-1/8" 8'-0Xto 141 4-7/8" 4-7(8" Cookson FD10 Series Door can he built to the specific size of C(SON any opening within Ole limits shown in the chart above Favised: July 11 , 2003 M9 VO/ VOI LVVV 1V . VY YVIVVVYGJJ Vu IIn11 ,LWJ VV leve vY , VY $036 APcx Court u 1 ),590 Days Creek Court E] 5530 SG' Commerce Park 0Nd _ U 857 SW Enterprls6 Way Apopka, FL 32703 .)ack"nvirle, FL 32266 Tampa, FL 336)0 sbeam el- 3"997 (40:) 056-iza9 (904y 267-302LI (517) 62G-5545 (772) 287.0441 t�Jl ljj (407) 880.1253 (Fax) (904) 260.3019 (Fay) (813) 626-5141 (Fau) MZ) 287-0442 (Fax) I 1-800.9),6-3667 1-800.226.3010 1-866-12r>-3667 1-877-72.5 -N07 COMPANY ROLLUP DOORS • SECTIONAL DOORS a MOTOR OPERATORS MOTOR OPERATORS i FIRE DOORS • DOCK EQUIPMENT • SLIDING DOORS TURNER CUNSTRUCiION Date : 08,+48/06 PROPOSAL (c) 800 NORTH MAGNOLIA AVE Proposal Na 60042 SUITE #500 Project Name: INDIAN RIVER COUNTY - EOC ORLANDO, FL 32803 Project Clty: VERO BEACH Phone: 407-210-2500 Fax: 407-210-2520 Attn_ lean Pierre Hurd I. Rollup Fire Shutters OUAULM AND SIZE: (1) Each S'-0" wide x 1'-4" high MATERSAL- The Cookson Company Model FD10 • 22 gauge galvanized steel # 10 slat curtain Steel brackets • 24 gauge galvanized steel hood 1600 degree fusible link • Thumbturn iDcks operable one side Pushup Operation operation • 1 hour rating BIDem Material installed $2,000.00 ➢ Quote Is per your telephone information , Installation time of four (4) weeks required from receipt of SIGNED CONTRACT, APPROVED SHOP DRAWINGS and FIELD DIMENSION CHECK. * PLEASE ADVISE IF HARD COPY IS REQUIRED VIA STANDARD MAIL* This proposal may be withdrawn if not accepted within _3(L_ days ANTHONY ZAMPELLA ACCEPTANCE OF PROPOSAL AND TERMS AND CONDITIONS PRINTED AS AN ATTACHMENT OF THIS PROPOSAL i All cimtricn) wiring. conduit and Tears: Date: mounting oraonLmL% by othere. ❑ Her le of the rall7wing month `- 2. All Ulm danrs .shill be installed M ❑ Net SO days NFPAY80. C1 Ne: 30 day Signature: 3. DDorshall be wcldcd In continuous 13 COD C15 deposit. balance COD Print Name: jambs. [f k is n4cCssmy b bolt. L1 Visa, Mastercard, Discover pleaso cell rorm-Bunte. ❑ Pending credit appiltayon ❑ Other Title: See Attachment A for Conditions of Sale AUG -08- 2006 02 : 53PM From : 4078801253 ID : TURNER CONSTRUCTION Pase : 001 R=96% Simple Test Doors Type FD10- 1 - Push- Up Counter Fire Door ColorCote Finish - Face of Wall Mounted - Thermal Fusible Link Activated 1 .0 GENERAL G. The hood shall be fabricated from 24 gauge galvanized steel 1 1 Summary and shall be formed to fit the square brackets . The finish on A. All Roiling Counter Fire Doors shall be Series FD10 as manu- the hood shall be the same Cookson ColorCote finish as Indi- factured by The Cookson Company, Phoenix , Arizona . cated In the curtain section Furnished materials shall include all curtains, bottom bars, 2..2 Operation guides, brackets, hoods, operating mechanisms and any spe- A. All push-up operated counter fire doors shall have an auto- cial features. matic closing device, Sure-Close Release Spring and governor B . Work not to be included by The Cookson Company Includes to control the downward speed of the door which shall design of, material for, and preparation of door openings but become operational upon the fusing of a 160 degree fusible not limited to structural or miscellaneous Iron work, metal or link. The door shall have an average closing speed of not less wood trim, access panels, and finish painting , than six (6) inches per second and net more than twenty-four 1 2 quality Assurance (24) Inches per second as Indicated In NFPA Bulletin 80. Once A All rolling counter fire doors shall be constructed In actor- the door has closed, It should be able to be reset by one per- dance with testing agency requirements and shall bear a [3 son on one side of the door only hour] [1 -1/2 hour] [3/4 hour] rating label. B , Push-up operated doors shall open and close with a maxl- 8 . The ColorCote finish shall be such that there Is no corrosion mum of 30 pounds of effort utilizing finger lifts In the bottom when the material is subjected to salt spray resistance test bar This type of operation should not be used for doors over ASTM 8-117 for 1000 hours, 8 feet wide. Optional: 2.0 PRODUCTS C The roAing counter fire door shall include the Firestop Fire 2.1 Materials Rated Counlertop as manufactured by The Cookson Company A. The door curtain shall be constructed of interconnected strip and shallinclude the following: steel slats conforming to ASTM-526. The curtain shall be con- 1. The Firestop countertop shall be a uniform 1 -5/8" thick strutted of 22 gauge No. 10 (1 -1 /4" high by 3/8" deep) slats throughout and shall be labeled for 1-112 hour on interior as designated by The Cookson Company , openings. 8 . The finish on the door curtain shall be Cookson ColorCote 2. The top and edge surfaces shall be [Formica] [Nevamar] consisting of the following: (wllsonart] plastic laminate as selected. 1 . Hot dipped galvanized G-90 coating consistent with ASTM 3. Any notching of the countertop shall be performed by the A-525 installing distributor. 2. Bonderized coating for prime coat adhesion 2. 3 locking Mechanisms 3. Factory applied Thermosetting Powder Coating applied A. The push-up doors shall be secured by means of a concealed with a minimum thickness of 2 mils. The color shall be sliding bolt deadlock in the bottom bar operated by a [thumb- selected by the architect and shall be chosen from [stan- turn] [cylinder lock] dard color charts] [custom color selection]. 3.0 EXECUTION The bottom bar shall be constructed of tubular steel measur- 3. 1 installation ing 2" high by 1 -1/4" deep . The finish on the bottom har shall A All Cookson Rolling Counter Fire Doors shall be installed in be the same Cookson ColorCote finish as indicated in the cur- accordance with NFPA Bulletin BO b an authorized Cookson tain section Y D. The guides shall be constructed of box sections of steel. The Distributor finish on the guides shall be the same Cookson ColorCote fin- 3. 2 Warranty ish as indicated in the curtain section. A All Cookson Rolling Counter Fire Doors shall be warranted for E. The brackets shall be constructed of 11 gauge steel plate. The a period of 2 years from the time of shipment against defects finish on the brackets shall be the same Cookson ColorCote In workmanship and materials finish as Indicated in the curtain section. F . The barrel shall be steel tubing of not less than 4" in diameter. OII tempered torsion springs shall be capable of correctly counter balancing the weight of the curtain and shall have both a main and an auxiliary spring. The barrel shall be designed to limit maximum deflection to .03" per foot of open- Ing width. The barrel shall receive one (1) coat of bronze mst- Inhibiting prime paint. D.9 Simple Test Doors Type FD10-1 - Push -Up Counter Fire Door ColorCote Finish - Face of Wall Mounted - Thermal Fusible Link Activated 10 GENERAL 11 Summary A. All Rolling Counter Fire Doors shall be Series FD 10 as manufactured by The Cookson Company, Phoenix, Arizona . Furnished materials shall include all curtains, bottom bars, guides , brackets, hoods, operating mechanisms and any special features . B . Work not to be included by The Cookson Company includes design of, material for, and preparation of door openings but not limited to structural or miscellaneous iron work, metal or wood trim , access panels , and finish painting . 1 .2 Quality Assurance A. All rolling counter fire doors shall be constructed in accordance with testing agency requirements and shall bear a [3 hour] [1 -1 /2 hour] 13/4 hour] rating label. B. The ColorCote finish shall be such that there is no corrosion when the material is subjected to salt spray resistance test ASTM B- 1 17 for 1000 hours . 2.0 PRODUCTS 2 . 1 Materials A. The door curtain shall be constructed of interconnected strip steel slats conforming to ASTM-526. The curtain shall be constructed of 22 gauge No. 10 ( 1 - 1 /4" high by 3/8" deep) slats as designated by The Cookson Company. B , The finish on the door curtain shall be Cookson ColorCote consisting of the following : 1 . Hot dipped galvanized G-90 coating consistent with ASTM A-525 2. Bonderized coating for prime coat adhesion 3. Factory applied Thermosetting Powder Coating applied with a minimum thickness of 2 mils. The color shall be selected by the architect and shall be chosen from [standard color charts] [custom color selection] . C. The bottom bar shall be constructed of tubular steel measuring 2" high by 1 - 1 /4" deep . The finish on the bottom bar shall be the same Cookson ColorCote finish as indicated in the curtain section . D. The guides shall be constructed of box sections of steel . The finish on the guides shall be the same Cookson ColorCote finish as indicated in the curtain section. E. The brackets shall be constructed of 11 gauge steel plate The finish on the brackets shall be the same Cookson ColorCote finish as indicated in the curtain section. F. The barrel shall be steel tubing of not less than 4" in diameter. Oil tempered torsion springs shall be capable of correctly counter balancing the weight of the curtain and shall have both a main and an auxiliary spring . The barrel shall be designed to limit maximum deflection to .03" per foot of opening width . The barrel shall receive one ( 1 ) coat of bronze rust-inhibiting prime paint. G . The hood shaft be fabricated from 24 gauge galvanized steel and shall be formed to fit the square brackets . The finish on the hood shall be the same Cookson ColorCote finish as indicated in the curtain section. 2 .2 Operation A. All push -up operated counter fire doors shall have an automatic closing device, Sure-Close Release Spring and governor to control the downward speed of the door which shall become operational upon the fusing of a 160 degree fusible link. The door shall have an average closing speed of not less than six (6) inches per second and not more than twenty-four (24) inches per second as indicated in NFPA Bulletin 80 . Once the door has closed , it should be able to be reset by one person on one side of the door only. B . Push-up operated doors shall open and close with a maximum of 30 pounds of effort utilizing finger lifts in the bottom bar. This type of operation should not be used for doors over 8 feet wide . Optional : C. The rolling counter fire door shall include the Firestop Fire Rated Countertop as manufactured by The Cookson Company and shall include the following: I . The Firestop countertop shall be a uniform 1 -5/8" thick throughout and shall be labeled for 1 - t /2 hour on interior openings. 2 . The top and edge surfaces shall be [Formica] [Nevamar] [Wilsonart] plastic laminate as selected. 3 . Any notching of the countertop shall be performed by the installing distributor. 2. 3 Locking Mechanisms A. The push-up doors shall be secured by means of a concealed sliding bolt deadlock in the bottom bar operated by a [thumbturn] {cylinder lock]. 3..0 EXECUTION 3 1 Installation A. All Cookson Rolling Counter Fire Doors shall be installed in accordance with NFPA Bulletin 80 by an authorized Cookson Distributor . 32 Warranty A All Cookson Rolling Counter Fire Doors shall be warranted for a period of 2 years from the time of shipment against defects in workmanship and materials. Turner 10/23/2006 Mr. Steve Blum IRC Project Manager Indian River County Emergency Operations Center 2625 19th Avenue Vero Beach , FL 32960 RE : Indian River County Emergency Operations Center 2625 19th Avenue Vero Beach , FL 32960 Proiect #: 1290700 Change Order Request Number 013 Revision 3 - Delete Fypon , add Ice Machine connections, modify front entrance, revise kitchen casework Dear Mr. Blum , We have finalized the required quotations for PCO-003 for the following extra work: Revision 03 documents. We have reviewed the Subcontractor Proposals (copies attached hereto) and have verified that all extra work items are in compliance with our Contract Agreement. The following is a detailed itemization of all extra costs: PCO No Item No Description Amount Contractor 003 008 General Conditions 10% $24. 00 TURCON 003 009 Fund through Owner Contingency ($264. 00) INDRIV 003 007 provide changes to the lighting and low $974 .00 COMELE voltage stub up scopes of work as shown on the attached documents 003 006 provide changes to the acoustical ceiling $284.00 HANACO scope of work as shown on the attached documents: add hold down clips on ACT in Computer Room , #004 003 001 provide additional drain and cw services as $23602.00 COAMEC shown on SKP-1 and SKP-2 and as required to connect and make fully functional the owner supplied ice machine 003 002 provide additional electrical service as shown $215.00 COMELE on SKE-3 .4 and as required to connect and make fully functional the owner supplied ice machine 003 003 provide changes in dimensions to main entry $ 1 ,276 . 00 T&TCON as shown on attached documents 003 004 provide changes to the drywall scope of work ($4 ,563.00) MADSOU as shown on the attached documents: delete all remaining fypon; upgrade the computer room south wall 003 005 provide changes to the casework scope of ($548. 00) DIMCAB work as shown on the attached documents Total Change to GMP: No Change $0. 00 COR-013 Indian River County — Steve Blum 10/23/2006 Page 2 of 2 This change will also result in a possible schedule impact of 0 days to the project. Please return one ( 1 ) copy of this letter indicating your authorization to process this Change Order Request which does not change our Contract Amount. Following final approval of the actual Change Order by the Board of County Commissioners, the Owner's Contingency will be decreased by $264.00. This approval will also authorize us to issue Subcontract Change Orders as required . If you have any questions regarding this Change Order Request, please call me at your earliest convenience. Sinc rely, P Miss Karen Berg Sr. Project Engineer Recommended By: Date: ( W5 c 0 '7 Steven Blum-Project Manager Approved By: ::�Z clla� _ Date: Tom Frame-Director of GeneM Services cc: COR-013, PCO-003, Cost, Purchasing , Accounting , Donadio and Assoc. IRC Emergency Operations Drawing Packages Project # 1290700 [Detailed, Grouped by Num w/ Drwgs] 4225 43rd Avenue Vero Beach, FL 32967 Telephone: 772.564.8141 Fax: 772.564.8143 October 23, 2006 r u( Drawings A0.20 03 INDEX OF DRAWINGS 9113/06 Architectural General A1 . 10 03 LIFE SAFETY PLAN 9/13/06 Architectural General A2. 10 03 FLOOR PLAN 9113/06 Architectural General A2.21 03 ROOF DETAILS 9/13/06 Architectural General A2.30 03 ENLARGED PLANS AND TOILET FIXTURE 9/13/06 Architectural General DETAILS A2.40 03 REFLECTED CEILING PLAN 9/13/06 Architectural General A3. 10 03 EXTERIOR ELEVATIONS 9/13/06 Architectural General A4. 10 03 BUILDING SECTIONS 9113/06 Architectural General A4.20 03 WALL SECTIONS 9/13/06 Architectural General A4.21 03 WALL SECTIONS 9/13/06 Architectural General A4.22 03 WALL SECTIONS 9/13/06 Architectural General A4.23 03 WALL SECTIONS 9/13/06 Architectural General A5. 10 03 INTERIOR ELEVATIONS 9/13/06 Architectural General A6.10 03 DOOR AND FINISH SCHEDULES 9113106 Architectural General TCCO - Drawing Packages Detailed - Grp by Num with Dwgs.rpt RPT Revised: 3/10/2006 Page 1 of 1 Pagel of 3 Berg , Karen - (ORL) PCC) _,.i-,ry,3 From : ADONADIO@aol. com �'S� Sent: Wednesday, October 18, 2006 8 :28 PM To: jim@donadio-arch . com Cc: Berg , Karen - (ORL); Fiore, Lou - (ORL); anthony@donadio-arch .com Subject: Re: [Fwd: Revision 3 Question]/5054. 13 Jim, We will leave the drawings as they are with the reveals and no fypon on the project. I was mistaken and thought we had kept the fypon at the entry features and forgot about the reveals in lieu of the fypon. Thanks, tony In a message dated 10/18/2006 10:20:03 AM Eastern Daylight Time, jim@donadio-arch . com writes: We may have a problem with this. When all of the Fypon was removed , horizontal reveals were added in the vicinity of the removed Fypon in order to end the reveal pattern and form a line to perhaps change color and have a painted band at the top. Shop's have already been approved with these reveals. I'm concerned with the fact that the Fypon molding may now cover the horizontal reveal and span the tops of the vertical reveals, looking like a mistake. If you have any questions or encounter any problems with the files , please feel free to contact us . DONADIO & Associates; Architects, PA 609129% Saee9 V o Beoc%, Pt 32960 Ph" 2] M-2929 P� 71 562-8600 I.ic eNa M0002238 da9ia]donodi %corn Jim Leveroni CADD Technician ADONADIO(d)aol com wrote: Karen . We would like to have the fypon moulding as shown on the revised drawings. thanks, tony 10/19/2006 Page 2 of 3 AnthonyJ. Donadio AR., NCARB DONADIO & Associates, Architects, P.A. 60917& Street Vero Beach, FL 32960 Phone. 771-794-2929 Fax 771-562-8600 LtcenseNa AA0002238 onthonwZdonadio-archcom Subject: [Fwd : Revision 3 Question] From : Anthony Donadio <anthony{a)donadio-arch com> Date : Mon , 16 Oct 2006 16 : 38 : 16 -0400 To: adonadio(a) aol. com To: adonadio(d,)aol . com Anthony J. Donadio, A.I.A., N.CA.RR DONADIO & Associates, Architects, PA 60917th Streit Vere Beach, E732960 Phone. 18-794-1919 F= 78-5624600 LkeNaA 0002238 amthamH'a)donedo-achrnm Subject: Revision 3 Question From : "Berg , Karen - 1(ORL1) " <kberg (a tcco . com> Date: Mon , 16 Oct 2006 15 : 33 : 37 -0500 To: <anthony(a donadio-arch . com> To : <anthony(a)donadio-arch . com> CC : "Fiore, Lou - 1(ORL1) " <Ifiore -tcco. com > 10/19/2006 Page 3 of 3 Tony, Quick question — when the fypon was deleted from several roof sections, was it your intent to reflect the deletion discussed during GMP ( deleted the majority of it, but left it at the covered entries and exits) or were we deleting all of it? Got the drywaller's quote and he's deleting what little was left; didn 't think that was what you intended to do , but it's up to you. Let me know. Thanks. TURNER CONSTRUCTION COMPANY, INC . rr IRC - Emergency Operations Center Turner Job No. 1290700 2625 19th Avenue Vero Beach , FL 32960 phone: 772 .564.8141 fax: 772.564.8143 cell: 727. 647.3863 Anthon J. DonadtoAIA , NCARB F ;. 4 DONADIO & Associates, Architects, P.A. 60917th Street Vero Beach, FZ 32960 Phone: 772-79¢2929 Fos: 772-562-8600 LtcwseNa AA0002238 mahonyQdonadia ckcom 10/ 19/2006 CHANGE ORDER BREAKDOWN DATE: 10/1612006 CHANGE ORDER # 6 REVISED FROM: COMPLETE ELECTRIC PROJECT NAME: TURNER - INDIAN RIVER EOC PCO #003 WORK DESCRIPTION: ADDITIONAL EXITS STUB UPS FOR LOW VOLTAGE WIRING MATERIALS: 100' - 12-3 MC X $.91 = $91 .00 10 - MC STRAP X $.07 = $.70 10 - MC CONNECTORS X $.26 = $2.60 46' - 3/4" EMT X $.43 = $19.78 8 - 3/4" EMT CONNECTORS X $.19 = $1 .52 12 - 314" EMT STRAPS X $.08 = $.96 60 - MISC SCREWS X $.10 = $6.00 3 - BOX BRACKETS X $1 .82 = $5.46 26 - WIRE NUTS X $. 10 = $2.60 6 - 1900 BOX X $.60 = $3.60 6 - 1900 MUDRING X $.45 = $2.70 6 - GROUND SCREWS X $.21 = $1 .26 - 6 - EXITS X $42.00 = $252.00 SUBTOTAL $390. 18 7% TAX $27.31 LABOR: SUPERVISOR t hrs. @ $30.00 per hr. _ $30.00 TOTAL MATERIAL $417.49 MECHANICS 6 hrs. @ $25.00 per hr. = $150.00 HELPERS 7 hrs. @ $16.00 per hr. = $112.00 hrs. @ $ per hr. = Subtotal Labor. $292.00 BURDEN 55% $ 160.6o SUBTOTAL EQUIPMENT, MATERIALS, LABOR: $870.09 CREDIT ITEMS: (SEE BREAKDOWN ATTACHED) $ MARK-UP: (work by contractor) Overhead 5% $43.50 Profit 5% $45.68 SUB-TOTAL SUBCONTRACTORS: TOTAL $959.28 BONDIS% $14.39 Pemuf W46F GRAND TOTAL $973.67 Customer Synature 5gniiesaumm¢afpn ofquotedxm an acceptance [fpayment Ilsbilly. Payment am,e upon omp'efen of rmR or SalNadonlypassing any required Inspecdions dlowde Snorted and Contmgors engages avomeyro enforce mllecdon mrtomeregmes to pay all etyenses and court costs onllgarun including court m9s and reasonable adomeyfeesto be foed by anycourtin wbich said adomey B requbed toappear. Cuslomerfurmer agrees flat he maybe sued in Indnan Rarer County, R CouM1 APPROVED DATE 10/22/ 2006 01 : 06 01 142414 HANLON ACOL iCAL PAGE ' 01 / 02 AcoWkal Ceffipbs • specialty Calm • won Panels • Insulation • Repairs a Restoration 455 Douglas Road East 1 t 0L; Oldsmar, FL 34677 s ywer) F : (813) 855-3913 Faxx : ((813)) 354-2414 E-mail : Info@hanlonceilings.com ch HANLU iGiaOSiPCAICEIUlF6S. HiC. Fax ro, A22d / J� FronuFm 1 Josh / Steve 1 Anthony Fax. Pages: �G — (inducring cover page) ,. - " Wim: �0-14i � .F7 Urgent E7 Please Reply 17 tConfdential e comments: f RECEIVED OCT 2 3 2006 Install g the higbasr q:s.lky svconstical ceilings for 27 years. 1.97$_2005TURNER 455 Manias Poad east • u::lstnar, Fl. 34677 • Phone: 813-855-3913 • Fax: 813-955•to98 • I-ktgif: 7ofoChanFail iings.som ` 10/22/ 200E 01 : OG 813£ '414 HANLON ACOUS-, ,L PAGE 02/ 02 AsoasEieal Ce4ings • STACIalty COM099 • WaR Pamir • IRSU1211011 • Repairs " Restoration CW NCJE ORDER # 1 To: 1 i _t' CotxsU ucliotl Phone; 772-564-8141 Date: 10/ 19/06 Fax: 7772-564.W43 .Ref. No: 2327/01 Jub dT to: INDIAN ROVER EOC Jub Luxation: VtavBeach AGOtISTICALCElLdIGS INC. A 9 :'. Karen Berg RE 4G7ZEE 'TOAL4KETHE Cd4,4] GESDESCRMEDBELOW.• i . As per RFP No. PCO — 003, add hold down clips on ACT in Computer Room #004. I $284 Add : $284 (Two Hundred Eight Four 177 ollar s) Conditions.: 1 . Tne change order becomes part of and in conformance with the exisring contract. All work is to be peeormed under the same terms and conditions as speci$ed in the original contract, unless otherwise stipulated Date OfAgM;Me It : 1077 1016 Cusiomel ,s Signature axiloil ;, uostical Ce s, roc. Name and position PLEASE SIGN AND RETURN BY FAX. . . THANK YQU! Insrallang the highest quzlity acoustical ceilings for 27 yezrs, 1978-2005 455 Bombs Road Fast 6 Pldsmar, F134677 • Phaue, 812-M-3913 . Fax. 813-855-7Q98 6 E-�98i!: iafa hankancei!isat9s.can SLP 13 06 02 : 28p Coastal Mechanical / Kris K - 953 - 8396 i P . 1 CC' KPL ire r) � -II S I, l e Coastal MechraniCq Sery I as, LLCMgm D Plumbing HVAC mecha+ IicalCon I ctoits 394 East Drive Melbourne, FL 32904 Phone: 321 -72511130611 Fax: 32 � -984-071 j' u II I ' Indian leaver CoOnO Eft 102614) g L , 1T04, Lou FioreFr©m.• ' ' ch Smith p 1 I' . Coanprtny: Turner Constru +ion (CZ67a) Conr Coastal Mechanical Services, LLC Phone: 772-564-8141 - Phpne 121 -725-3061 -- - Fitz: 772-564-8143 Fax: AL1 -984-0718 I . Pages: 6 Ca � 14 (4), COR 3 i subject Chan a Order Request 3 C2614 T dian River Coin EOC i Bate S sent 5krt:cs: I &espoweRequired 09/13/06 For Approval ! FI 09/27I06 commeniva I 't CMSI COR #3 w/attachments for approval. r l i I IIrrk i III r, II RE�ElvEo ? I,� SEP 13 2006 TURNER Sep 13 GG 02 : 36p lastal Mechanical / Kris K 32 353 - 8396 p . 2 � I i I i CMS I s -Ul Mechanical Services, LCL — PlumbIng • HVAC • Mechanical Contractors I— s ! i I XoMf OFFICE September 13, 2006 I _ 394 Feat Driva Me!troume. Flrnide 32904 i 1321) 725-3061 sex 13211964-0716 1 o Fiore Turner Constn:ction Company. 2625' 1 ()th Avenue Vero Beach, FL 32960 Re. Indian River County E O C. wtrsrca4sr Subj .- PCO n003 Ice Machine Rough-id 2007 Wand IX , 9mn Phot ef% Florida 3a563 C-i4x^S Cop # 3 !91 x1764-elce Fars tE 130 7646505 1 Lou, The fullowing details our costs tclatin3 t� the charges pursuant to your request for Coastal Mechanical Services perform ng ! modifications as directed by PCO #003 . ,vtrvtt)aaxn Proposal includes domestic water, sarlita -y drain, & hook-ups for Ice Machine. 6262 Greenldr!d Foxd. Brae ? Ja,: wwll!9, %rda322M The total price will be SU02:A0 as o4tliryed in the attached detailed cost breakdown (904; 2f4Sa63 sheets. Fax (904) 260-3W6 Coastal Mechanical Services requests ark e4ension of (3) working days to its contract to p. rtorrn these changes fiom date of uoty e Ga proceed for added scope. We respectfully exelude the cutting; and patching of wall and concrote, drywall, painting, electrical, and any items that are not mentioned in this pro�osal. WEST PALM VEACH 3E2v.'1nxstmentLane, Suite9 7/e£s 7aark hers nrveceded to efimin teJ Iadifiti nal coasts during the installation ofahe Want Pane Se3Jh Fladda - rraderArnund :sanitary : ,rterrLc. Y� e w l oplp proceed with the rerrraittirtg itemc �. 11 (3flij 396-8170 Orap after receipt of approved Cha 4 ruder for the subrnhyed amount. Fax (561 ) 666-6178 - This proposal is for acceptance within th tty (30) days and is subje(;t to escalation thereafter. Please return approved char. order by 10- 11 -06 . Thank you for your attention. � ORLAN 0 OFFICE 4301 YuZM)d P.ead, Suite n Sincerely, Qt1ando. Fl0rlda32911 COASTAL MECHANICAL SFRVICE� LH 284-1680 Fax (d0P9Q-5100 Mitch Sdvth h9itch Smith i v ice .President Cc. 02614 (04) COR J I "Quaky through eusmitter service" RECEIVED SEP 13 1006 ��RIVEl� Sep ! 13 08 02 : 29p : castsl Mechanscal / Kris K 3 � < - 953 - 8356 p , 2 ! I Project.: LR. CoE. O. a✓ CostafMeaanfcaf Ices CMSCOf2#-3 GC; Tumor Phange OfderPro J' al 9I33I21TU6 ' toe Machine H®o p Description Of Casts I� TOTALS 1 . rviatrria! Cost Total - a' $443 ; Tax Ina TOFAL PAA T IAL $474 i 2. Labor Cost Total ! I' 24.2 Journeyman Mrs 3.9 Super Mrs Fie s�e� ate $56.42 $ 1 ,363 Su erintenda t;1 ate $81 . 37 $318 Labor Burden ncluded i ates 0% [ TOTAL OR $11882 I•I 3. Other Direct Coals I I $987 4. Subcontractors Total @ .I So 5_ Direct Cost Total p I pFN $2,342 5. OH & P Subcontractors j i ! 10% Sp 7. OH 3 P Direct Costs 10% $234 I! 8. Bonds and insurance I % $26 ' . I TOTAL PRICE Or CHANGE PRoPOIAL p i 52 602 4I : B. Extension to Contract Drracon 3,0 Days 44� !l �N r, l i PI II � P I `, Sep 13 06 - 02 : 28p Coastal Mechanical / Kris K 021 - 953 - 0396 P . 3 Prafeci: /. . ODE. O. 0 Coastal llrlecI anlcal ices CMS COR#-3 GC: Turner Ohange O erPro at 9/13/2006 Ice Afachlne Hoo - p �i j Pitt . 'i�1g J ;I - Cabor& Mataula9 � qty Unl U iii Total Cost Unit Field GoatEsftmate GoPsl Material Field Labor --®a_ Steel Pine and Fit4r, s D In # f $0.00 0. 00 Cap er Pi a and Fk8 s Pressure ZO In ft 1 ' I $43.53 _5 )I Co er Pl e'antl FitHn 's DVw ! O la fcNEI $0.00 0. 0 PVC DVJVPi e 'and Fittir s 2D Ih ft l b ; I. $ 133:32 3. 36 IVo Hub fast iron P . . and vi in s 0 In ft. p I _ $0-00 0.00 Ha er<AS orts/Saddles $28.29 5. 13 SolderYFluzlGas - C !. I $22.00 0. 0011 Glue/Pnmer u . . !. I $10.00 0. 00 Flashin s ! l 8000 0. 00 WekJin 5u lies _ j r ? $0,00110.0 Ta & ID l $5.00 0. 10 Excavation/Backfilt/Coni act 1 .48 cu d 50.00 0. 98 Su ort steel 0. 0 I $0.00 o.D D.D BFP-1 1/2" 1 $ 1 125 $104.25 1 . 00 1 .0 3" Floor Drain xi Hub 1 i 115 $41, 15. 1 .00 1.00 Ice Machine Hook-up Water & Qraln 1 $ x8148 $18.481 2,00 11 Sto Kit Domestia Water 1 $8.99 0.00 i12" Tra Primer 1 S : 8100 $20.00 1 :00 1 .01 11 I 50.00 D.0 r $0.00 D.0 I I so. 10 0.0 I I. I $0.00 0.0 I i 50,00 0.0 I li I. I SO.OD 0.0 1 . $0.00 0.0 I. Elevated Work (Height of Installabon` ft I $0,00 0% O.OG � Material Handling :5% of Labor $0.00 C.98 , Multisto, Buildiri 1 °h er Floor Flows ! $0.00 0°io 0. 001 Cleanu 8 hrslwk per crew of 5 I _ l i J $0.00 0.00 Overtime a uiremerits r°k 0°l0 i -� S' ! l S0.00 0.00 Plumbing Suuerintandant t 20% of Labor Llaterial Take SJff 2.5% of Labor " I I $0.00 0.4 lmterial Ordenn 2.5% of Labor ' ;. I $0.00 0.4 Measurement (2-5 % of Labor $0.00 0.49 estinq 110% of. Labor ! I 50 I $00001 Safely (1 % of Labor . 1 .96 anbtotat $443. 01 2 0.208.08x`` , I i ISI I I 1 ' Se ,• : 13 06 02 : 29P - . oas 'tai Menhanical / Kris ,< 3c . - 953 - t3396 Ili Projecf: f.R. Co F_ D. 0 Caster MaGf�anical S ices CMS COR#-3 GC: Turner Change Order Prod.1 91i312006 !c a PI e MashlI NGek-U� tlirect Casts ¢ i ' urs Labor Total f ? I Rates Pron eer - 1 5,0 $75.00 11 Pro jlect Maect Engineer 1 4 1110 -FTS4. 100 $0. 00 Sha Rrawih sfAs-Builts/Submittals if0 556. 05 !S75.00 00 rroectAdrninistratcr dd ,41) $27. 50 00 Subcontractors- Quote Amount emeratureControl I ;I LI Insulation I. $0.00 In oorAirouall I I CommissioningI lecutcal I ! 1 Tesl and Balance i � I. ore Drilling �- l i' bl Rate 9I D $0.60 Nondestructive Testin � ;. 1 Holes 30 Other 1 Subcontractor Total ( 3W4) I I I G Equlpmerrt Rental j r $tat® Estimate Total I; I Usage OfFice Trailer W350.00 Month 30.00 Stara a Trailers - $iIC50.60 Month $0.00 Backhoe i 57,35 . 00 Weeh $0.00 Cam actor '3i1 40.00 Week $0.00 Crane 4$7250.00 Hour $0.00 Boom Ltl! - 1 $550.00 Week $0.00 BForkriR 65. 00 Weak _ $0.00 elding Machine 175.00 Week 1 $0.00 .11 Weld:ng .Leads _ I ; 15.00 Week Scaffold IS; l75.Q6 Week 0 it'Scissor Lift 10465.00 Oa $0.00 Demo Saw 5. 35.00 Week $0.00 Jack.Hainmzri5ib - IS! 125.00 Da $Q.6D Jack- Hammer 401b I$n75.00 Week - $0.00 Cuttin Torch - Vi 15.00 Week Generator 15 kw , . 285.00 Weeki $0. 60 Trash Yrasfi f UmPuma.-3" _ $!160.00 Week $0.00 Trash Pum 51225.00 Weak $0,00 p-6" 4080.00 Week $0.00 Core Drill Does not include bHs) 15! 150.00 D - - $0.00 Subtotal Sales Tax $0, 00 1 7 ti 30.00 Total $0,00 i k1h lil ctiiaca.as I y' lil f ? i i l Sep - 13 06 023z:10p ' Coastal McOhar1lnai / Kris K .. d1 - 353 - 8396 p , y I Project. l.R. Co E. C. 0 coastal Mecarfical SA t, Ces GMS COR#-3 GC: Turner Chan e . d�rPro c sal 91f 312006 8 ice Machine Moo d IIP MI5Get13ne0Lf=i Ezpensea i Sate Estimate Total I� iJSa 9 Foremen Truck & Fuat E ui men 135.00 1 da $35.0011 Blue Prints Plan copying - I 1 lit Travel and L•od in 125 00 1 da $0.00 Ver Diem 5.00 _ d s $0.00 DeliveryTrunk l Driver ,I 5.50 miles $0.00 Warranty (3% of Material � Libor , ;IQy; $43,11 Tete hone it $0.00 Small Tools and Consumables 2%lof Labor 112y $33.83 Trash Removal II $0.00 Start U % of Mat-1 6 tabor Service Tech I % $0.00 Dial . ia Si 11 .75 Other Direct Costs Total Lina 3 . i �; I $1S8.7S � f fel � I � IL . . I 'f I V � J 4 . p � l ' Ilii �i LI f CHANGE ORDER BREAKDOWN DATE: 9/20/2006 CHANGE ORDER # 4 Revised FROM: COMPLETE ELECTRIC PROJECT NAME: TURNER CONSTRUCTION - IRC ECC PCO #003 WORK DESCRIPTION: ADD A 20AMP RECEPTACLE FOR AN ICE MACHINE IN THE FOOD PREP ROOM PER RFI #046 MATERIALS: 20' - 3/4" PVC X $.25 = $5.00 2 - 3/4" RIGID 90 X $3.45 = $6.90 4 - 3/4" FA X $.27 = $1 .08 2 - 3/4" MA X $.28 = $.56 2 - 3/4" LOCKNUT X $ 07 = $. 14 1 - 1 POLE 20AMP BOLT IN BREAKER X $20.61 = $20.61 75' - #12THHNX $.15 =$1125 1 - 1900 BOX X $1 .59 = $1 .59 1 - 5/8" 1 GANG MUDRING X $.40 = $.40 1 - 20AMP DUPLEX RECEPTACLE X $1 .33 = $1 .33 1 - RECEPTACLE PLATE X $.20 = $ 20 SUBTOTAL $49.06 LABOR: 7% TAX $3.43 SUPERVISOR hrs. @ $25.00 per hc = $0.00 TOTAL MATERIAL $52.49 MECHANICS 2 hrs. @ $20.00 per hr. = $40.00 HELPERS 4 hrs. @ $15.00 per hr. = $60.00 hrs. @ $ per hr. = Subtotal Labor: $100.00 BURDEN 55% $40.00 SUBTOTAL EQUIPMENT, MATERIALS, LABOR: $192.49 CREDIT ITEMS: (SEE BREAKDOWN ATTACHED) $ MARK-UP: (work by contractor) Overhead 5% $9.62 Profit 5% - - $10.11 SUB-TOTAL SUBCONTRACTORS: TOTAL $212.22 BOND I.5% $3.18 Rwmr LLaOn GRAND TOTAL $215.41 Customer Sgnature sgo'rres autborri of quofed work and acceptance of payment Ilatally. Payment is due upon ompielkn of woA or Safaradodypasang any mpuired inspedkns. tlinwim is not Pau and Cwlradprs engages a3omey to mforbe colkcaon customer agrees to pay ad me was ant wort mss of Idgagon including mud mats and reasonable shimmy fees b be road by any mud nwtlnh sad allomey is requinel to appear. CudomerlurNer agreeSNat he maybe sued in btlhn RWrOoumy. R Court APPROVED DATE r 17; 3i 20Fo 1L [5 AN b. -,M : TT Cone Rcjction Tq Ccns - v ction TD: + 1 (712) 554 --"0193 PAGE : 091 OF OG :+ . . . . RECEIVED • T&T Construction OCT 2 3 2006 TURNER To: Karen Berg Pax number: +1 (772) 564-8143 From : Nichole Stetler Fax num ( er: Business phone : Home phone . Date & Tirr 10/23/2006 11 :25:04 AM ages: 3 de : Indian River COR #2 30/23120H 11 : 25 AK F_ TT C_nst: jcc. on TT 0..,_ -ructisn TO : a1 072) 0 . , -8143 PA3E : OR OF 003 T&T Const Of Central FL P.O. Box 180764 - Ca"81156rry, FL 327150764 Ph : 407-831-5506 RECEIVED Change Request OCT 2 3 2006 To: Lou Fiore Number: 2 TURNED Turner Construcuon Company Date: 10/172006 600 North Magnolia Avenue Job: 06-1433 Indian River ECC Suite 500 Phone: Oriando, FL 32803 Ph: 407-210-2500 Fax: 407-2102520 Description: Revision 3 Cost Changes We are pleased to offer the following specifications and pricing W make the following changes: Costs associated with rev 3. to include reduction to the size of both front entrances. The total direct cost to perform this work is ... ... . .. . .. . ... . .. . .. . .... . . .. . . .. . . . . ... . .. . .. . .. . .. . . .. . .. . .. . , .. . ... . . . . . . . ... ... . .. . .. . .. $1 , 105. 00 (Please referto attached sheet for details.) Overhead $1 , 105. 00 10.00% 5110. 50 Profit $1 ,215. 50 5.00% $60. 78 Total: $1 ,276.28 The schedule will be Pending. If, you have any questions, please contact me at (407)8315506. Submitted by: Phil Crawford Approved by: T&T Construction of Centra,' FI Date: _ Cc: Page 1 of 2 n Cabinetry and millwork inc . I3ESIG•�' ce BL'?I_D - f 'USlOAnCCJA2aIF. Ii< L1I. kAULLWO.RK 4189 L.B. MCLEOD ROAD, ORL.4IVDO, FL 32811 PHONE 407. 648. 0533 FAX; 407. 648.4062 PROPOSAL $OB NAII►tEe INDIAN RIVER COUNTY SOC ATTENTION : KAREN BERG (TURNER) RATE : JULY 31 , 2006 (REVISED 101 0/06 #39 FOOD PREP (02/A7.30, 12, 139 14IA5.10) 3 ea. 3 '-0" x 2 '- 10 V2," x V- 11 " Plastic Iaminate base cabinets (04/A5 .201 . 3/4" marine plywood construction, (VG) white plastic laminate clad interior, (VG) plastic lamumte clad exterior, (VG) plastic laminate clad full overlay stab drawer fronts and doors, plastic laminate clad backs on 3f" marine plywood (ColorTB.D. ), 32mm adjustable shelves, full extension drawers, concealed european hinges, wine pulls . 3 ea. Plastic laminate base cabinets (02/A5. 20). %" marine plywood construction, (VG) white plastic laminate clad interior, (VG) plastic laminate clad exterior, (VG) plastic laminate clad full overlay slab drawer fronts and doors (ColorT.B .D.), 32mm adjustable shelves, full extension drawers, concealed europeen hinges, wire pulls. 2@ 1 '-6" x 2 '-10 Vz" x 1 ' - 11 " 2@ 2 '-6" x 2 '- 10 h2" x TV I ea. 3 ' -0" x T- 10 'h" x 2 '-0" Plastic laminate sink base cabinets (Sim. to 02/A5 . 20). 3/a' marine plywood construction, (VG) white plastic laminate clad interior, (VG) plastic laminate clad exterior, (VG) plastic laminate clad full overlay slab false fronts and doors (ColorT.B.D.), 32m*n adjustable shelves, full extension drawers, concealed europeen binges, wire pulls . 1 ea. I F- ] " x 1 %" x 2 '-5" / 12 ' 4' x 1 V2" x 2' - I " / 8 '-2 " x 1 '/z" x 2 '- I " U-shaped plastic laminate self edge countertop w/ 4" splash and sink cutout. 3/a" marine plywood construction, (GP) plastic laminate clad exterior (ColorT.B .D, ) 9 ea. Plastic laminate -call cabinets (02/A5 .20). 3/3" marine plywood construction, (VG) white RECEIVED OCT 10 20as plastic laminate clad interior, (VG) plastic laminate clad exterior, (VG ) plastic Samir=ate clad mil overlay slab doors (ColorT_B.D.) , 32mm adjustable shelves, concealed european hinges, wire pulls. 2@ 1 ' -0" x 2 ' - 6" x I '-o" 2@ 1 ' -6' x 2 ' -6" x 1 ' -0" 2@ 2 '-6" x 2' -6" x 1 ' -0" 2@ 2 ' -9" x 2' -6" 'x 1 '-0" 2@ 3 '-0" x V -6" x l '-0" k005 ANLTI-PURPOSE ROOM (ill/A5.11) 12 ea 2 ' -6" x 2' - 10 '/2' x V-5" Plastic laminate base cabinets (Sim. to 02/A5.20). '/a" marine plywood construction, (VG) white plastic laminate clad interior, (VG) plastic laminate clad exterior, (VG) plastic laminate clad full overlay slab drawer fronts and doors (ColorT.B.D.), 32mm adjustable shelves, concealed european hinges, wirepulls. 1 ea. 15 '-2" x 1 %2" x_ V -6" Plastic laminate self edge countertop w/ 4" splash. '/4" marine plywood construction, (GP) plastic laminate clad exterior (ColorT.B .D.) WINDOW STOOLS (I0/A6, 11 ) 3 ea. 6' -0" x %" x 5" Plastic laminate window stools. 3/4" marine plywood construction, (VG) plastic laminate clad exterior (ColorT.B .D.) (Window Type "A" 03/A6. 11 ) #001 PASS THRU A DOBBY & AA/PA 068 (03/A6, 12) 1 ea. 5 '-0" x I /<" x V -2" solid surface pass thru w/ %" marine plywood sub top. (Solid Surface Material T.B.D, ) 4053 MENS RESTROOM (071A5. 10) 1 ea. 5 '-4" x 2 }/" x 2 '-0" Solid surface vanity, countertop (06/A2.30) wi 4" splash, integral bowl, removable skirt, support bracket and '/4" marine grade plywood sub top. 4056 WOMENS RESTROOM (061A5.10) 1 ea_ 5 ' -4" x 2 '/" x 2 '-0" Solid surface vanity countertop (06/A2 .30) w/ 4" splash, integral bowl, removable skirt, support bracket and '/ " marine grade plywood sub top. LUMP SUM TOTAL= C ?Oloitl K 011-e'. <$ ZZ VJ Any a�n oFdeviatan hers above spvctf" scatioos fi:va]sinE aVa czvs wM be executed only opao wriff Mad wi!I bemme�stra tlesee mrr aad above the estimate. AM agre�znts contingent upon cirQtes, accidents, or delays beyond co contsmL tj4 ' �abinetry and millwork Inc. ESP 4189 L.B- MCLEOD ROAD, ORI4NDO, 1132911 PHO,?VE 407.648.0533 FAX- 407-6484062 FACSIAHLE TRANS'EWSSIONSREET DATE - 10110104 NADIE OF RECEIVER: ,L,e46A L $bay PHONE 1VUMMER: 11Z - 57( 4 - 95141 COMPANY NAME: ` 0 0arc&?� FACSINIII.E NUMBER: NADH'; OF SENDER: DALE C. BELT FACSIA1III.EREGARDING: tgpt  61 -96 +P GP Ai f EpG. CONIlVLENTS : IZfeyLSf4D Qvort, PBu, g6ori- at6oa5r- TOTAL # OF PAGES )IYCLUDEVG COVER) Turner 11 /3/2006 Mr. Steve Blum IRC Project Manager Indian River County Emergency Operations Center 2625 19th Avenue Vero Beach , FL 32960 RE: Indian River County Emergency Operations Center 2625 19th Avenue Vero Beach , FL 32960 Project #: 1290700 Change Order Request Number 014 Add Fire Damper Dear Mr. Blum , We have finalized the required quotations for PCO-008 for the following extra work: Fire Damper Requirement Rm -054 per RFI-052 response. We have reviewed the Subcontractor Proposal (copy attached hereto) and have verified that all extra work items are in compliance with our Contract Agreement. The following is a detailed itemization of all extra costs : PCO No Item No Description Amount Contractor 008 001 Add a fire damper in the 6 inch duct $331 .00 COAMEC penetrating the 2 hour rated wall in locker room , 054 008 002 General Conditions 10% $33 . 00 TURCON Subtotal : $364.00 Total Change to GMP: No Change This change will also result in a possible schedule impact of 0 days to the project. Please return one ( 1 ) copy of this letter indicating your authorization to process this Change Order Request which does not change our Contract Amount. Following final approval of the actual Change Order by the Board of County Commissioners , the Owner's Contingency will be decreased by ($364.00) . See attached listing for current projected Owner Contingency status . This approval will also authorize us to issue Subcontract Change Orders as required . If you have any questions regarding this Change Order Request, please call me at your earliest convenience . Very Truly Yours, ®K TURNER CONSTRUCTION COMPANY, INC . Miss aren Berg Sr. Project Engineer COR-014 Add Fire Damper 11 /3/2006 Page 2 of 2 Recommended By: 7!!S Date : ) < (3 a7 Steven Blum-Project Manager Approved By: 0�&A ,�z) � Ub !/�.LGe Date: Tom Frame-Director of General rvices cc: unexecuted - hc: COR-014 , PCO-008 unexecuted - electronic: T. Frame, L . Williams ( IRC) executed - hc: Accounting , Purchasing, Donadio and Assoc. executed - electronic copies : Cost, T. Frame, L. Williams (IRC ) IRC Emergency Operations Center DATA DATE: 10/18/2006 OWNER'S CONTINGENCY FUNDING Approved Sales Tax Savings $0 Cost Reductions $0 Allowances $0 Other $0 Subtotal Approved $0 Pending Sales Tax Savings $22 , 079 COR's 2 through 11 Cost Reductions $0 Allowances $400 COR-012 Other $0 Subtotal Pending $22 ,479 Approximate Sales Tax Savings $0 Cost Reductions $0 Allowances $0 Other $0 Subtotal Approximate $0 TOTAL FUNDING $22 ,479 EXPENSE Approved AIA Change Order No's. $0 Subtotal Approved $0 Pending PCO-003: Revision 03 documents $264 previously submitted PCO-008: Fire Damper Requirement Rm- $364 this proposal Subtotal Pending $628 Approximate PCO-002: Provide Additional Looping in Site Systems Installation $ 12 , 109 revised layout PCO-004: Survey where adjacent land owners are encroaching on project $ 1 ,200 Subtotal Approximate $ 13 , 309 TOTAL EXPENSE $ 13 , 937 OWNER CONTINGENCY BALANCE $ 8 , 542 Page 1 of 2 Berg , Karen - (ORL) From: jim [jim@donadio-arch . com] Sent: Friday, October 13 , 2006 8: 38 AM To: ADONADIO@aol . com Cc: anthony@donadio-arch . com , james. wamsley@tic-eng . com, Berg , Karen - (ORL) , Fiore, Lou - (ORL) Subject: Re: Fwd : [Fwd : [PM_MAIL] : [ IRC Emergency Operations] RFI -One Per Page]/5054. 11 We do have a 2- hour wall . The damper is required . DONADIO & Associates, Architects, P.A. 60917th Sheet Vero Beach, Fi 31960 Phone: 772-794-1929 Fax: 772-5624600 License No. AA0002238 )in"onadio-arch.cont Jim Leveroni CADD Technician ADONADIO aol . com wrote : Jim, Can you verify that we have a 2 hour wall and iof so we need a response from TLC ASAP . Thanks, Tony Anthon J. Donad io AIA., NCARB Bs DONADIO & Associates, Architects, P.A. 60917th Street Vero Beach, FL 32960 Phone: 772-794-2929 Fax: 771-562-8600 License No. AA0002238 anthany<rydonadte-nrcfi�cQrn 11 /3/2006 Page 2 of 2 Subject: [Fwd : [PM_MAIL] : [IRC Emergency Operations] RFI-One Per Page] From : Anthony Donadio <anthony@donadio-arch . com > Date : Thu , 12 Oct 2006 13 : 35 : 31 -0400 To : adonadio(a)aol . com To : adonadio@aol . com Anthony A Donadio, A.I.A., N. C.A.R.B. DONADIO & Associates, Architects, P.A. 60917th Street Vero Beach, F132960 Phone. 772-794-2929 Fax: 772-562-8600 License No. AA0002238 anthon}Czdonadio-arch.cam Subject: [PM_MAIL] : [ IRC Emergency Operations] RFI -One Per Page From : " Karen Berg" < kberga�tcco . com>_ Date : Thu , 12 Oct 2006 11 : 52 : 31 -0400 To : "Anthony Donadio" < anthony@donadio-arch . com>, "James Wamsley" <james .wamsley@tic_ eng_com> To : "Anthony Donadio" < anthony@donadio-arch . com> , "James Wamsley" <james .wamsley@tic enc . com > CC : "Karen Berg" < kberq@tcco . com> , " Louis Fiore" < Ifiore@tcco . com > Gentlemen : this RFI is 3 weeks old - I need an answer today . Thanks for your help . Karen. 11 /3/2006 Page 1 of 1 Berg , Karen - (ORL) From : Hudson , Christopher [christopher. hudson@tic-eng . com] Sent: Friday , October 13 , 2006 10:25 AM To : anthony@donadio-arch . com Cc: Berg , Karen - (ORL) Subject: RFI-052 response Attachments: RFI-052 . pdf Please see attached response . Regards, Chris hristopher J. Hudson CxA lechanical Engineering LC Engineering for Architecture 74 Dixon Blvd. ocoa, F.L. 32922-58o9 )h) 321.636.0274 ext.214 ) 321.639.8986 hristopher hudson@tic-eng . com naw .tic -engineers . com 11 /3/2006 TLC RFI Transmission Process Page 1 of 1 RFI Cover Sheet our Log # : 52951 ENGINEERING FOR ARCHITECTURE Project : INDIAN RIVER COUNTY ADMIN COMPLEX Project #: 503036 . 05 RFI Name: FIRE DAMPER REQUIREMENT RM-054 Client RFI #: 052 Requestor: TONY DONADIO Opened : 10/13/2006 Firm: DONADIO & ASSOCIATES , ARCHITECTS Closed : 10/13/2006 PM / PE : JAMES WAMSLEY Division : 51 Recipient: CHRISTOPHER HUDSON Status: CLOSED Please note : The following RFI response is not intended to authorize any deviation or modification to the design documents except as specifically clarified below for this specific application and circumstance. Furthermore, this response is not intended to authorize any increase in construction cost, schedule or time extension, or construction in conflict with any applicable codes or specified design standards. . It is the responsibility of the Contractor to notify the design team immediately of any perceived scope , schedule, or cost impacts or adjustments . Comments 10/13/2006 This is correct a fire damper is required in the 6" duct penetrating the wall of Locker room 054 which is a two hour rated wall assymbly. This damper was added on shop drawings approved by TLC on 10/5/2006. . . .christopher hudson http://ticemp.tic-eng.com/Custom_Function/RFI/Transmit RFI .ASP?r1`i=52951 &TransType=EXT 10/ 13/2006 RFI IRC Emergency Operations Project # 1290700 4225 43rd Avenue Vero Beach , FL 32967 Telephone: 772 .564 .8141 Fax: 772 . 564.8143 November 03, 2006 052 Date - • 11 . Date Required : It . ..._. . ...._ _ . ..._ . .. .... ......._ _ PIU M _ Anthony Donadio Karen Berg Donadio & Associates, Architects P.A. Turner Construction Company 609 17th Street 2625 19th Avenue Vero Beach, 32960 Vero Beach , FL 32960 Phone : 772-794-2929 Fax: 772-562-8600 Phone: 772 .564.8141 Fax: 772.564 .8143 tfbl 4 :_ . . r Fire Damper Requirement Rm-054 15 - Mechanical Systems Drawing Clarification Drawing References: Spec Section References: Dwa No. Rev No Revision Date Title Sketch References: M-02 K 5/12/200fj MECHANICAL FLOOR PLAN A1 . 10 J 4/5/2006 LIFE SAFETY PLAN Question : The south wall of locker room 054 is shown to have a 2 hour fire rating on sheet A1 .10. M-02 doesn not show a fire damper for the 6" round supply duct that penetrates this wall. Should a fire damper be installed? Please advise. Suggestion : Answer: Date Answered :1011312006 This is correct a fire damper is required in the 6" duct penetrating the wall of Locker room 054 which is a two hour rated wall assembly. This damper was added on shop drawings approved by TLC on 101512006. Cc: Company Name Contact Name Copies Fax Number Notes Turner Construction Company Donald Gardner 1 772-564-8143 Turner Construction Company File 1 407-210-2510 rfi binder; corn Turner Construction Company Louis Fiore 1 407-210-2510 TCCO - RFI Individual Printout.rpt RPT Revised: 9/21/2006 Page 1 of 1 Nov 02 06 09 : 48a Coastal Mechanical / Kris K 321 - 953 - 8396 P , l �L� e Coastal Mechanical Services , LLC MSPlumbing • HVAC • Mechanical Contractor 394 East Drive Melbourne, FL 32904 Phone: 321 -725-3061 Fax: 321 -984-0718 FAX Indian River County EOC (C2614-) To: Lou Fiorc From: Mitch Smith Company: Turner Construction (C2614) Company: CAa=tat Mechanical Scrvices, LLC 7 Phone: 772-56'3-8141 Phone: 321 -725-3061 I I Fax., 772-564- 8143 Fax: 321 -984- 0718 i Pager: 6 — CC. 02614 (4), COR 7 -- _-J Chane Order Re uest (#7 02614- Indian River County EOC i Date Send: Rene arrsz Re mired 11 /01/06 — For Approval _ 11 / ; 5/06 Comments: CMS COR 0 w.`attachments for approval. RECEIVED NOV 0 2 2006 TURNER Nov 02 C6 09 : 48a Coastal Mechanical / Kris K 321 - 953 - 8396 p . 2 ChtCoastal Mechanicai Services , LLC Plumbing a HVAC a Mechanical Contractors November 1 , 2006 HOMEOFFICE 386 east Wive Louis Fiore MalbouMa, Aende32904 Turner Construction Company . 1321: 725-30e1 2625 '. 9th Avenue Far (321 ; 836-0710 Vero Beach. FL 32'k'60 Re : Indian River County E- O . C . Subj : PCO V008 Added Fire Damper Rm-054 CM:SCOR 07 WEST coast 2007 Wood Ci , SUL•a 2 plant city, Florida 33583 Lours, (617) 754.5105 Fox (8131764-8505 The following details our Costs relating to the charges pursuant to your request for Coastal Mechanical Services performing modifications as directed by PCO 11008 , Proposal includes Fire Damper, labor, & material for installation , The total price will be $331 . 00 as outlined in the attached detailed cost breakdown NE F1.09104 sheets- 0262 Cxaenland ROAD, SOAe P. Jacksonville. Florida 32258 (808) 260-6663 Coastal Mechanical Services requests an extension of (0) working days to its contract to Fez (906) 2503926 perform these changes from date of notice to proceed for added scope . We respectfully exclude the cutting and patching of walls and concrete, drywall , painting, Electrical, and any items that are not mentioned in this propose.' . We have Proceeded with ordcriae the added damper to - eliminate additional casts WESTPALMEF.ACH associated with ducmorh installation. 3825 Invesbnenl Lone, suWte 5 'Neal palm Beach, . Fonda This proposal is for acceptance within thirty (30) days and is subject to escalation 33404 thereafter, 15el) 688.817o Please return approved change order by 12- 1 -06 . Thank you for your attention. FaK (561) 69a-6176 Sincerely, COASTAL MECHANICAL SERVICES LLC ORLANOOOFFICE Mitch Smith 4301 Vineland Road, Suka 83 Mitch Smith Orlando. Flonda3.""811 Vice President 407) 294.1550 Fax 1607) 863-6160Cc: t.i 614 (04) COR P7 "duality through customer service" Nov 02 06 09 : 48a Coastal Mechanical / Kris K 321 - 953 - 8396 p . 3 Project: LaCo E. O. 0 Coastal Mechanical Services CMS COR414 GC; Turner Change Order Proposal 111112006 PCOil Add Fire Damper Rm 054 Desctiptlon Of Costs TOTALS 1 . Material Cost Total $68 Tax 7% $5 TOTAL MATERIAL $73 2. Labor Cost Total 2.2 Joumayman Mrs 0 .4 Super Hrs Base Rate $66 .42 $124 Superintendant Rate $81 . 37 $33 Labor Burden Included in Rates 0% Vo TOTAL LABOR $157 3. Other Direct Costs $72 4. Subcontractors Total $0 5 . Direct Cast Total $301 6 . OH & P Subcontractors 10'% so 7. OH & P Direct Costs 10% $30 8. Bonds and insurance 0% $0 TOTAL PRICE OF CHANGE PROPOSAL. S33! 8 . Extension to Contract Duration 0.0 Days C:diaLl.sN Nov 02 06 09i49a Coastal Mechanical / Kris K 321 - 953 - 9396 P . 4 Project: I.R. CO E. O. 0 Coastal Mechanical Services CMS COR#-7 GC: Turner Change Order Proposal 111112006 PCO#008 add Fire Damper Rm 054 Sheetmetal Labor & Material Units Unit --Total Cost Unit Held Cost Estimate Cost Material Field Labor 0 lbs $0. 00 0.00 $0 . 00 U. U0 $0. 00 0. 00 $o. o0 0. 00 $0.00 a00 $0.00 0. 00 $0. 00 000 $0. 00 0. 00 Add 8" RD Fire dam er Rm.064 1 $68.00 W&D0 2,00 2-00 $0. 00 0. 0 $0.00 0. 00 $0.00 0. 00 $0.00 0001 $0. 00 0. 001 $0,00 0. 00 $0.00 0. 0 $0.00 0.0 50.00 0.0 $0.00 0 . 0 $0.00 0.00 SO .00 0.00 $0 .00 0.00 $0 ,00 0 .00 Elevated Work (He' ht of Installabon ) $0.00 0% O.00 Material Handlin 5% of Labor) $0.00 0. 10 Multistory Building 1 % oarFloor Floors $0. 00 0% 0.00 Cleanup 8 hrs/wk per crew of 6) $0.00 0.0 Overtime Requirements °h o% $0. 00 0 .00 Sheetmetal Foreman 20% of Labor $0.00 0.40 Material Take Off 2. 5% of Labor $0. 00 0. DO Material Orderi 2. 5 % of Labor $0. 00 0 .00 Measurement 2 .5% of Labor $0, 00 0 0o Testin 10°I° of Labor 0 $0. 00 0. 00 Safe 1 % of Labor $0, 00 0 .02 Subtotal _ _ _ _ ".x58.00 _ 2.601 Total $68.00 2.601 C.it¢ COR ' W°°° Fire Da*?sNl$ 1 Nov 02 06 09149a Coastal Menhanloale' Kris K 321 - 953 - 8396 P . 5 Project: I.R. Co E. O. 0 Coastal Mechanical Services CMS COR#-7 GC: Turner Change Order Proposal 111112006 PCCW08 Add Fire Damper Rm 054 Direct Costs Hours Labor Total Rates PE&ut Manager 0 $75.00 $0 .00 Project Enineer $22.05 Shop Drawin !As-Builtsf$ubmittals 0 .5 $55 .05 $28. 03 ProectAdministrator 0.3 $27.50 $13.75 otal $83. 83 Subcontractors Quote Amount 1 Insulation $0.00 Indoor Air Quaf Commissioning test icai Test and Balance (1t Rate Core Drilling 0 Holes $0 $0. 00 Nondestructive Testing Other Subcontractor Total (LIne 41 $0.00 Equipment Rental Rata stimate Total Usage office Trailer $ 350 . 00 Month $0.00 Storage Trailers $ 150.00 Month $0.00 Backhoe $ 735. 00 Week $0.00 Com actor $ 140.00 Week $0.00 Crane $ 250. 00 Hour SO .DO Boom Lift $ 550. 00 Week $0.00 Forklift T76-5 0 0 Week $0 .00 W01diroi Machine $ 175. 00 Week $0.00 Welokng Leads $ 15. 00 Week $0.00 Scaffold $ 7b. 00 Week $D.OD 0 R Scissor Litt $ 165.00 Da $0.00 Demo Saw $ 135.00 Week $0.00 Jack Hammer 15 Ib $ 25. 00 Da $0.00 Jack Hammer 4D lb $ 175.00 Week $0.00 Cutting Torch $ 15.00 Week $0.00 Generator 15 kw $ 285.00 Week $0. 00 Trash Pum •3" _ $ 160.00 Week $0.00 Trash Pump-4" u $ 225.00 Week $0 .00 Trash Pum -E" $ 380.00 Waek $0 . 00 Core Drill pes not include bits) $ 50.DD Da $0. 00 Subtotal $0 . 00 Sales Tax 7% $0.00 Total $O.Oo �28'11X.1R 9 FGR Fm 001Iry 9E h Nov 02 06 09 : 49a Coastal Meohanioal / Kris K 321 - 953 - 8396 P . 6 Project: t.R. Co E. O. 0 Coastal Mechanical Services CMS COR& 7 GC: Turner Change Order Proposal 111112006 PCO0008 Add Fire Damper Rm 064 iscellaneous Expenses Rate Esbmata Total Usa e Foremen Truck & Fuel (Equipment) $35. 00 0 days I 50.0 Blue Prints ! Plan Copying Travel and Lod In $ 125= days $0. 00 Per Diem $35.00 days 1 $0. 00 Relive Truck / Driver 55.50 miles $0.00 Warran 3% of Material & Labor 2% $4 .59 Telephone $0.00 Small Tools and Consumables 2% of La Par 2% $3. 13 Trash Removal $0.00 Start U °% of MaCI & Labor Service Tech 0% $0.00 Total $7.72 Other Direct Coats Total Line 3 $71 .55 :'.BN CDR 7 ud.d F" Dimppr.Ag