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HomeMy WebLinkAbout1200 Red Cleveland Blvd (airport expansion) (Exempt) 18-3941APR 2 5 2018 CITY OF SANFORD BUILDING &FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 1200 Red Cleveland Blvd.. Sanford. FL 32773 Historic District: YesEl No, 0 Parcel ID: ResidentialF] Commercial E Type of Work: NewEl Addition 9 AlterationD RepairEl DemoEl Change. of Use R Move El Description of Work- Terminal Addition and Renovation Plan Review Contact Person: John Baer Title: Arch of Record Phone: 407-322-6841 Fax: Email: ibaer@cphcorp.com Property Owner Information Name Sanford Airport Authority Phone: 407-585-4000 Street: 1200 Red Cleveland Boulevard Resident of property? City, State Zip: Sanford. Florida 32773 Contractor Information Name -:Pao ( Ai Q I br ICIQ e-, Aldi'%w Phone: e13 = c290 -?q(,Oq a If Street: 100 S. PrSI11C- v Dr,,'ye_,Su;fie. JVLF Fax: City, State Zip: 7- amp a EL 93(002 State License No.: C (v C, 15 14 qSS_ Architect/Engineer Information Name: CPH, Inc. Phone: 407-322-6841 Street: 500 West Fulton Street Fax: 407-330-0639 City, St, Zip: Sanford, Florida 32771 E-mail: Bonding Company:, F ou h* ti J- 2W6%',f- c—V4,rMortgage Lender: Address: 4,60 R.' eal 31V Address: '44,-44,ed, e-T- 6" M 17 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT Y IN OUR PAYING TWICEFOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT OMMENCEMENT MUST BE RECORDEDAND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work plumbing, signs, welisi.poo.1s, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30,2015 Pemut Application r 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. J Acceptance of pennit is verification that I will notify the owner of the property of the requirements of Florida Lien -Law, FS 7:13 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the ,job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT:.I certify that all of the foregoing information is accurate and that all. •k will be done in compliance with all applicable laws regulating construction and zoning. n gent gatureofier/A Date Signature of Cont ctor/Agent Date l A I - r A ginhi h P-b10- otaiy-State of Florida Date S1JACOUELINE A IAUTERBACH MY COMMISSION #GG117096 EXPIRES: O Bonded gh 1st State Insurance Owner/A o Me or Produced ID Print C(utractbrAQent's Name PHYLLIS I. GIBSON MY COMMISSION #GG113127 EXPIRES: OCT02, 2021 Bonded through tst State Insurance Contractor/Agent is ,L Per— s— orally Known t Me or Produced ID Type of ID /bm wlwr'r BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised:.June 30, 2015 Permit Application FORE F-OA-W ENS' BUILDING & FIRE'P REVENTION DIVISION www.sanfordfl.gov' ANNETTE BL'ANO PER MITCOORDINATOR rat s " 300 N, Park Ave,, Sanford, FL 3Z771 Office: 407.688.5063 PO Box 1788, Sanford, FL 327721788 Fax: 407.688.5152 annette.bland@sanfordfl.gov Inspection Request: 855.541.2112 This Instrument prepared by: Address: [266 Red Cleveland Blvd. Saiii'drd, 1:1.32773 NOTICE OFCOMMENCEMENT Permit ,` No.17-370Parcel ID: 05203130000100000 I IIIIIJI GFWIT MALOYP: SENINOLECOUNTY CLEk, 0 CIRCUIT COLIRT & COrIPTROLLER P*' 099 P9s, 16,1-173-`(18p,S) 26-` 28 1-11 iN, V9v StateofFloridaCountyof,Serninole P2 b "'qI" 11 Theundersigned herebygives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice,of Commencement. Description of property: (legal description.of the property and street addressl if available) Orlando, Sanford International Airport 1200 Red Cleveland Boulevard, Sanford, FL 32773 General dewriptioff of improvement: Orlando Sanford International Airport Terminal Expansion Owner* 'a. Name and ad I dress- Sanford Airport Authority, 1200 Red Cleveland blvd. Sanford,' FL 32713 Contractor: Name and address: Walbridge Aldinger LLC, 100 S, Ashley Drive, Suite 350, Tanipa,.Florida,33602. Phone Number 9 13-220-3469 Fm. Surcty: Name and address:i,I)Travelers , Casualty and Surety Company of America One Towers Square, Hartford CT 016 IS 3760 14 Phone No.860.211,01,11 I 2)Fid, elity and Deposit, Company of Maryland 600 Red Brook Blvd, Owings Mills, MD 21117 Phonc'Number: , 4-.10.559.8'790 Fax: b. Amount of bond,-, $60,,642,363,010 Persons within the State of Florida designated by Owner upon whom notices or,ather.docurnents may be served as provided by' Section 713. 13.(1)(a)7., Florida Statutes: Name and add re's s a n e.Crews, Sanford Airport -Authority, 1200 Red, Cleveland B I vd. San Ford Fl, 32773 Phone Number: 407-585=4.002, Fax: 4,07-595-4045 In addition to himself or lierself;,Owner designates the following person(s) to receive A copy of the Lienor'ls.Notice:as. provided in Section 71, 3.15(l) (b), Florida Statutes: Name and address: Kenneth Wright, Shutts &.Bowen LLP Phone Number: ( 407) 423-3200 Fax:,(407) 425-8116 Expiration, date of notice of commencement (the expiration date is Il.year from the date of recording unle§g.,a different date isspecified) 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 1, 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 P I OSTED ON THE E JOB "SITE ,BEFORE THE FIRST. INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY I I I BEFORE COMMENq- NG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. JefinifeTi aylor vvne iori7e( Si iat ofOwnerorOwneuihori7edOwnersPrintedNarne I "lie foregoing in§trunlentwas acknowledged before me this 21"day of March 2018 by jgLnriiferfAylor, (name of.person). Who is personally known to me V .OR who has produced identification type of identification prodocy,0-A PHYLL,I,S I. GIIBSON, Signatur of Notary Public. State EXPIRES: 00TO2,2021 ign ti_ I Bonded th' rough Ist StateInsutance t f Orlando Sanford International Airport CONTRACT BONDS I Terminal Expansion SURETY BOND AFFIDAVIT STATE OF Michigan COUNTY OF Oakland Before me, -the undersigned authority, personally appeared Latrecia, R. Scott' who, being duly sworn, deposes and says that he or she is a duly authorized (c"t (nonresident) insurance agent, properl/ licensed Under the laws of the State of Michigan , to ravelers asua ry and urelyCompany of America One Tower Square, Hadfor , represent Pldali and flenosit cmm a^v nr ,aod. of firm RPd Rrnnk RnnlPvard 0w1pps Mills Mr) 71117. (company. name); a company authorized to make corporate surety bonds under the laws of the State of Florida. Said Latrecia R. Scott further certifies that as Attorneydn-Fact for the said he or she has signed the attached bond in the sum of g so,s42,3s3.00 S,xty Mellon Six Hundred orty-Two Thousand Travelers Casualty and Surety Company of America lThrpa Hnndmd R;rW-Th— R nnHnn. on behalf of F,dP,i and nP.On3il Cnmoa,ry of Maryland covering the Sanford Airport Authority ,Orlando Sanford' International Airport, Seminole County, Sanford, Florida. Said Latrecia R. Scoff further certifies that the premium on the said bond is in accordance with the agreed upon rates, which will be. paid ip f4ll direct to him as Attorney-In-Facti andpaidasuaty'an surety Company of Amedeaincludedinhisorherregularaccountstothe.said Fidelity andDeposltCompany of Maryland ; and that he or She Will receive his or tier regular commission of as agreed upon percent aS Attorney -In -Fact for,: the execution of said Bond and that his or her commission will -not _ be divided with anyone except as follows, percent to NSA (company name), who is duly authorized resident insurance agent and properly licensed under the laws.of the State of Florida. Countersigned: l ida Resident AgentJ QAge fandttorney-ln-Fact Ana M. Oliveras- Latrecia R. Scott - FL Non -Resident License #13194682 FL Resident Agent License #E077488 ACKNOWLEDGMENT FOR Attorney -In -Fact', Sworn to and'"subscribed before me this 28th day of February 201 $- Notary Publl $=k `C Oakland County, MI > Jamie ., Laurencelle J My Com ission expires: February2, 2024 _ C) CPH, INC. July 2017 E Orlando Sanford International Airport Terminal Expansion LABOR AND MATERIAL PAYMENT BOND CONTRACT BONDS Bond No. Travelers 106672546 F&D 09152043 KNOW ALL MEN BY THESE PRESENTS: That Walbridge Aldinger LLC as Principal, Travelers Casualty and Surety hereinafter called Contractor, and Fidelity and Deposit Company o(Maryland as Surety, hereinafter called Surety, are held and firmly bound unto the Sanford Airport Authority as Obligee, hereinafter called Owner, for the use and benefit of claimants as here in below defined, in the amount of 3iMy Million Six Hundred Forty -Two Thousand Three Hundred 60,642.63.00 ISIxN- Three .and 001100 Dollars. ) for the payment whereof Contractor and Surety bind'themselves, their heirs, executors;- administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has, bywritten agreement dated entered into a Contract with Owner for Terminal Expansion. Orlando Sanford International Airport, in accordance with Plans and Specifications prepared byCPH' Inc., which Contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Contractor shall promptly make payment to "all claimants as herein after defined, for alllaborand material, used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect, subject, however, to the following conditions: 1. A claimant is defined as one having a direct Contract with the Contractor or with a Subcontractor of the Contractortfor, labor, material, or both, used or reasonably required. for use in the performance of the Contract, labor and material being construeflo, include that part of water, gas, power, light, heat, oil, gasoline, telephone service, orrental of equipment directly applicable to the Contract. 2. The above -named Contractor and Surety hereby jointly and, severally agree with the Owner that every claimant, as herein defined, who has not been paid in full before the expiration of a period of 90 days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be'liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant. a. Unless claimant, other than one having a direct contract with the Contractor, shall have given written notice to any two of the following: the Contractor, the Owner, or the Surety above -named, within 90 days after such claimant did or performed the last of the work or labor, or furnished_the:last' of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered,mail or certified mail, postage prepaid, in an envelope addressed to the Contractor, Owner, or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. , C-14 CPH, INC. July 2017 BOND DEPARTMENT PUBLIC WORKS BOND IN COMPLIANCE WITH FLORIDA STATUTES 255.05 (1) (a) Bond No. Travelers Bond No. 106672546 F&D Bond No. 09152043 Contractor Name Walbridge Aldinger LLC Contractor Address 100 S. Ashley Drive, Suite 350, Tampa FL 33602 Contractor Phone No. 813-220-3469 Surety Company; 1) Travelers Casualty and Surety Company of America 2) Fidelity and Deposit Company of Maryland Surety Address 1) One Tower Square, Hartford CT 06183-6014 2) 600 Red Brook Boulevard, Owings Mills MD 21117 s I Surety Phone No. 1) 860.277.0111 2) 410.559.8790 Owner Name Sanford Airport Authority Onrner Address 1200 Red Cleveland Boulevard, Sanford, FL 32771 Owner Phone Number Obligee Name If contracting entity is different from the owner, the contracting public entity) Obligee Address Obligee Phone No. Contract No. (If Applicable) Project Name Orlando Sanford International Airport Terminal Expansion Project Location 1200 Red Cleveland Boulevard, Sanford, FL 32773 Legal. Description and Street Address Description of Work Renovation of Existing/Working Airport. FRONT PAGE All other bond page(s) are deemed subsequent to this page regardless of any page number(s) that May be preprinted thereon: Orlando Sanford International Airport CONTRACT BONDS Terminal Expansion PERFORMANCE BOND Bond No. Travelers 106672546 F&D 09152043 KNOW ALL MEN BY THESE PRESENTS: That Walbridge Aldinger LLC as Principal, hereinafter called Contractor, andFiaeityre^daoePoSitc mpanyofMaryl d e a" urety, hereinafter called Surety, are held and firmly bound unto the Sanford Airport Authority as Obligee, hereinafter called Owner, in the amount of $ 60,642,363 00 Sixty Million Six Hundred Forty -Two Thousand Three Hundred Sixty -Three & 001100--- for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, and successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has, by written agreement dated entered into a contract with Ownerfor the Terminal Expansion at the Orlando.Sanford International Airport, in accordance With- Plans and Specifications prepared by CPH, Inc., which Contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Contractor shall promptly and faithfully perform said Contract, then the obligation shall be.null and void; otherwise, it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be, in default under the Contract, the Owner having performed Owner's obligations thereunder,, the Surety may promptly remedy the default, or shall promptly: 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, upon determination by Surety of the lowest responsive bidder, or, if the Owner elects, upon determination by the Owner and the Suretyjointly of the lowest responsive Bidder, arrange fora contract between such Bidder and Owner, and make available as work progresses ( even though there should be a default or a succession of defaults under the Contract or Contracts of completion arranged .under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract price; but not exceeding, including` other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract price," as used in this paragraph; shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. . Any suit under this Bond must be instituted before the expiration or 1 year from the date on which final . payment under the Contract falls due. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators, or successors of the Owner. C- 11 CPH, INC. July 2017 7 Orlando Sanford, International Airport Terminal Expansion Signed and sealed this 2eth day of February , M*6.2018. Witness) Walbridge Aldinger LLC. Principal) CONTRACT BONDS Seal:-= f,f'..... 1`I YG ,1•IV GI IM 1 III V/ ' 41 Travelers Casualty, and Surety Company of America. Fidelity and Deposit Company of Maryland Witness) (Surety) (Seal) eith Mixter r ~ Name and Title) Latrecia R. Scott, Attorney -in -Fact ` FL Non -Resident Agent #P194682 1/ CPH, INC. P AdWi TRAVELERS J POWER OF ATTORNEY Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St, Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In -Fact No. 230490 Surety Bond No. or Project Description: Principal: Walbridge Aldinger LLC 106672546 Obligee: Sanford Airport Authority KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty, Company, St: Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul. Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation, duly organized under the, laws of the State of Iowa, and that Fidelity. and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called. the'"Companies" ), and that the Companies do hereby make, constitute and appoint Latrecia R. Scott of the City,of Southfield State of Michigan , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereofon behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings. required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,'the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 20th day of September, 2016. Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc: Travelers Casualty and Surety Company of America St. Paul Fireand Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company O`' I j.4 o•roe 3 dPra't ° .. '1 1' i 5Q"' .-YJ a` 1 r1951 (£ nu rf'• a , r State of Connecticut By: City of Hartford ss. Robert L. Raney, Senior Vice President On this the 20th day of. September, 2016, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty,Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company,'St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he,' as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. o.Tar My Commission expires the 30th day of 3une, 2021.1 Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity, and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman,. the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any` Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary, or: any Assistant Secretary may appoint Attorneys -in -Fact and Agents'to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign, with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory In the nature of,a:bond, recognizance, or conditional undertaking, and any of said officers or, the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it Is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is' in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any "bond, recognizance, contract of Indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vlce,Chairman; any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested aIndsealed with the Company's. seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and•Agents pursuant to the power prescribed in hi_s or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority.; and itis FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,' any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal .of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating I theretoappointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys - in -Fad for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the, nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it Is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance' Company, Fidelity and Guaranty Insurance, Underwriters, Inc., St. 'Paul Fire and Marine Insurance, Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing Is a true and correct copy of the Power of, Attorney executed by said Companies, which is in, full force and'effed and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 281h day of February 2018 Kevin E. Hughes, Assistant Secretary ay fttf•,;' 19 p/ p y101E c*v..i!r' p. va.i iosl ,' n4'8 Ole To verify the authenticity of this Power of Attorney, call 1-800-411-3880 or contact us at www.travelersbondcom: P/ease refer to the Attornerfa- Fact number, the above -named Individuals and the details of the bond to which .the power is attached, EXTRACT FROM BY-LAWS OF THE COMPANIES Article V, Section 8, Attorneys -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and.Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 28th day of February 2018 X"a 1 A i t: By: Gerald F. Haley, Vice President . ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY'AND DEPOSIT ,COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY,.a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State -of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by Thomas O. McClellan, Vice President; in pursuance of authority granted by Article V, Section 8, of the By -Laws ofsaid Companies,' which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date -hereof, do hereby nominate, constitute, and appoint Latrecia R. Scott of Southfield, Michigan its true and lawful agent and Attorney in -Fact, to make, execute, seal and deliver, for; and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said 'Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New ,York., the regularly elected =officers of the COLONIAL , AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland_ and the regularly. elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section,8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 14th day of October, A.D. 2015. ATTEST: ZURICH AMERICAN INSURANCE COMPANY L m rae COLONIAL AMERICANCASUALTY AND SURETY COMPANY o. FIDELITY. AND DEPOSIT COMPANY OF MARYLAND By: Thomas O. McClellan By: Eric D. Barnes Vice President Secretary State of Maryland . County of Baltimore On this 14th day of October, A.D. 2015, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Thomas O. McClellan, Vice President and Eric D. Barnes, Secretary of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and'acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of the Company, aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations:' IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written onulrirn r gsnid By: Constance A. Dunn, Notary Public; My Commission Expires: July 9, 2019 Orlando Sanford International Airport Terminal Expansion CONTRACT BONDS b. After the expiration of 2 years following the date on which Principal ceased work on said'Contract, it being understood, however, that if any limitation embodied in this Bond is prohibited by any law controlling the construction hereof, such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law: C. Other than in a state court of competent jurisdiction in and for the county or other i political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the. Project, or any part thereof, is situated, and not elsewhere. 4. The amount of this Bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment,by Surety of mechanics' lit ns;which, i may be filed of record against said improvement, whether or not claim for tb' ?tboun# of ' such lien be presented under and against this Bond. Signed and sealed this 28th day of February 2r8n tots. Walbridge AldingerLLC ',` f,' •: ,? a,+ s Witness) (Principal) (Seal) i i I d Naniee an . Titfe) Travelers Casualty and Surety Company;o'f-A66 Fidelity and Deposit Company. of Mary' §nd' •C f.::: i Witness) (Surety)(Seal) Keith Mix( rC; ' c Name and Title) Latrecia R. Scott,,Attorney-in-Fact- FL Non -Resident Agent #P194682 Orlando Sanford International Airport Terminal Expansion SANFORD AIRPORT AUTHORITY SURETY BOND AFFIDAVIT STATE OF Michigan COUNTY OF Oakland Before me, the undersigned authority, personally appeared Latrecia R. Scott who, being duly sworn, deposes and says that he or she is'a duly authorized (mvidmo (nonresident) insurance agent, properly licensed under the laws,of the State of MichiganravelesCasualtyandSurelyCompanyofAmericaOneTowerSquare, a oandtorepresentFidelityandDepositCompanyofMaryland r Of ann a n w.nnL w „ro„amrrwt ad iuw run company name),.a company authorized to make corporate surety bonds under'the laws of the State of Florida. Said "Latrecia R. Scott further cert'fi 5 }hat as rng/ In -Fact forthe said he or ixty k111 ion. ix Hundred Forty-Tw6 ThousanA Three she has signed the attached bond in the sum of HundredSixty-Three800/100 'Dollars, 60,642, 3ti3.0O --- Travelers Casualty and Sufe[QCC1fI a75onbehalfofFidelityandDepositComoanyofMaryland covering the Sanford Airport Authority , Orlando Sanford Internationale Airport, Seminole County, Sanford, Florida.. Said Latrecia R. Scott further certifies that the premium on the said bond is in accordance with the agreed upon rates , which will be Paid. in full direct to him as Attorney -In -Fact,: andravelesCasualtyandSurely. Company, of Americaincludedinhisorher {egular accounts to the said 1,de11ty and oenosit ComoarndfMANland , and that'he orshe will receive his or her regular commission m f as. agreed upon p tas Attorney -In -Fact for the execution of said- Bond and that his or her commission will not be divided with anyone except as follows, percent to N/A company name), who is duly authorized resident insurance agent and properly licensed'under the laws of the State of Florida. Countersigned: y \ / AhaV. Oliveras, FL, Lic se #E07748i Florida Resident Agent Ejent ` nd Attorney! -In -Fact La recta R: Scott, FL Non -Resident License #P194682 ACKNOWLEDGMENT FOR Attorney -In -Fact Sworn to' and subscribed before me this lath dayof February , , 2001,8 8Z Notary PUbllc, Oakland Coun , Mi.' Jailiie M. t aurencelle' - My Commission expires: February 2, 2024 C i ( p, C-16 CPH, INC. July 2017 STATE OF MICHIGAN ) COUNTY OF OAKLAND ) On this 28th day of February 2018, before me personally came Latrecia R. Scott who, being by me duly sworn, did depose and ,say that she is an Attorney -in -Fact of Travelers Casualty and Surety Company of America, and Fidelity and Deposit Company of Maryland and -knows the corporate seals thereof; that the seals. affixed to said annexed instrument are such corporate seals, and were thereto affixed by authority of the Power of Attorney of said Companies, of which Certified Copies are hereto attached, and that she signed said instrument as an Attorney -in -Fact of said Companies.by like authority: Acknowledged and Sworn to before me on the date above written My Commission Expires Jamie M Laurencelle Notary Public, Oakland County, Michigan My Commission Expires: February2, 2024 iorizaf on Application, fhe.uridersigned'acknowledges grid 4g ees to condition i thr' g' h 14. CITY,OF ram,A RD as„,rt; FIRE 5.. p,Ay il s 201B Building & Fire Prevention Division PERMIT APPLICATION Application No: 17-3.76e? Awl Documented Construction Value: $_ 634, % %f Job Address: 1200 Red Cleveland Blvd Historic District: Yes Nov Parcel ID: Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use[] Move Description of Work: PWPtACC - A Gec- wir- a Nfca'r-CtS -,2 iN sry /AorS - /o-i-AvA-rapt"-S - 'uwe,•AL$ 11-Ai Arne &cas&rs . I- 81 tevEL wA-7qR_ (" ;tFe, l-rwPsi^4.e-, /- Sr40 r4 f, .LL a5_soeiA-T&bP,-.PrNir Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Tharp Plumbing Systems, Inc./James W. Tharp, Jr. Street: 625 Wilmer Ave. City, State Zip: Name: Street: City, St, Zip: _ Orlando, FL 32808 Bonding Company: Address: Phone: 407.295.2370 Fax: 407.293.2376 State License No.: CFCO23629 Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that'date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sig lure of Contract /Agent 5 Print Contractor/Agent's Name t 6 Signature of Notary -Scat ofo ftl L KELLER MY COMMISSION # FF 235696 EXPIRES: September M 2019 Bonded Thru Notary Pubtw Unde- ter, Contractor/Agent is " Personally Known to Me or Produced ID Type o ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application 16 CITY OF SA FORD I,RE DEPARTMENT PERMIT NO. I 3 CONTRL-'.CTOR: JOB ADDRESS: ruilding & Fire Prevention Division Commercial - MEP Permit Card TYPE OF WORK: e{ 1 a 1 f1 Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER ELECTRIC PLUMBING TYPE APPROVED RFJECTED INSPECTOR INSPECRON TYPE APPROt TI) RFJAC71D /NSPEC'TOR AB STEEL BOND SEWER NDERGROUNDhELECTTUC PLUMBING UNDERGROUND WALL ROUGH PLUMBING ROUGH CEILING ROUGH PLUMBING 2ND ROUGH R INSPECTION PLUMBING FINAL OF SERVICE ROOF STORM DRAIN RY POLE NSPECRON 7YPE APPROVED REIECTED INSPECTOR C FINAL ROOF STORM DRAIN ROUGH MECHANICAL ROOF STORM DRAIN FINAL ME APPROVED REJECTED INSPECTOR GAS NICAL ROUGHIMECRANICAL INSPECTION 77PE APPROVED REIEC7ED INSPECTOR IRE DAMPER ANGLE GAS UNDERGROUND PIPING FIRE DAMPER FRAME GAS ROUGH -IN FIRE DAMPER ANNULAR GAS FINAL CEILING ROUGH MEDICAL GAS ROUGH -IN INSULATION WRAP MEDICAL GAS FINAL ANICAL FINAL SPECIAL / MISCELLANEOUS HOOD SYSTEM INSPECRON TYPE APPROIEO RFJF.C7EDMsEWWR PIPE INSULATION APPROVEDREJEC?FDINSPF.C' 70RROUGHGREASEhoDUCTWRAP INSULATIONSTEAM CHILL WATER TESTASE ROUGH TRgp ROUGHFLVAL IN GREASE TRAP FIN. I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. TICE IN ADOfL1dI TO THE ¢EQL1aEf1FZg - O'T " C9 RE MAYBE A EkTm ESTRIC DONS APPLICABLE TO TTLERE MAY ADWIIDl:AL PFRA4RS REgI'<gEED DIT><INAL RESSUCH AS WATER MANAGA THIS PROPERTY THAT MAY BE FOUND W THE PUBLIC RECORDS OF THIS COUNTY. ANDMDISTRICTSSTATEAGENCIESORFEDERALAGENCIESFBCIOS33 CONTRACT RECEIVED WALBRIDGEALD1NGER COMPANY 100 S. Ashley Drive, Suite 350 _ Phone: 813-622-8900 Tampa, Florida 33602 _ V T Fax: 813-664-0505 SUBCONTRACT DATER/ 11/201a SUBCONTRACT NO. 1-1380-1502 VENDOR NO:67981 COST CODE:15100 - Plumbina WIA COMPANY NO: 10-WA SUBCONTRACTOR: Tharp Plumbing Systems Inc 625 Wilmer Avenue Phase 1634,799 Orlando, FL 32808 Phase II 696,448 Attn: Scott Fody 407- 295-2370 Phone 1407-293-2376 Fax Phase 111 1,226,658 Florida Certified Contractors License No. Total: 2,557,905.00 SUBCONTRACT FOR: Plumbing PROJECT AND SITE: Sanford Internatlanal Airport Terminal Expansion 1200 Red Cleveland Blvd, Sanford, FL 32773 OWNER: Sanford Airport AMthority 1200 Red Cleveland Boulevard Sanford, FL 32773 ARCHITECTIENGINEER: CPH, Inc. 500 West Fulton Street Sanford, FL 32771 AGREEMENT BETWEEN OWNER AND CONTRACTOR. 8th day of February, 2018 (Dated) SUBCONTRACT PRICE: Two million rive hundred fifty seven thousand 52,557 905.00 ning hun rHd five and QOh00 INCLUOES PERFORMANCE BONO AND PAYMENT BOND PREMIUM: No NONE SUBCONTRACTOR ENROLLED IN S.I.P.:Y RETAINAGE: 10.00% ORUG AND ALCOHOL TESTING SITE Yes (See Exhibit G) ENTERPRISE DIVERSITY GOAL: ((10% MBE, 4% WBE, 5% V08)) Total Goat) COMMITTEDGOAL. (0.00% MBE) (0.00% WBE) (0.00% VET) (0.00% OTHER) Walbridge Aldinger Company ("Contractor") and Tham Plumbina &stems Inc ("Subcontractor") with offices at the address shownabove, hereby agree to, and execute this Subcontract, with all Articles and Exhibits attached and incorporated herein, as of the date stated above. WALBRIDGE ALDINGER CO ANY By: Tim Sewell - Title: Vice President Date: z3 Q SUS, CON• RACTO arp Plumbing Systems Inc.: CJ Title: V. ov Subject to Attached Rider AuthorGrea O__s4ust Approved by: _.—Date 4/11/2018 Revision 02.21.2018 L SOV for O 18-375 PHASE 1 l Adjusted ODP Mobilization 19,044 19,044 Bond 6,1,19 6,119 Sanitary Under - MAT 7,887 65,100" Sanitary Under - LAB 7,887 65,100 Sanitary Above - MAT 1 19,155 56,225 Sanitary Above - LAB 19,155 56,225 Storm Under- MAT 2,156 35,000 Storm Under - LAB 2,156 35,000 Storm Above - MAT 14,256 38,120 Storm Above - LAB 14,256 38,120 Dom Water Under - MAT 980 6,500 Dom Water Under- LAB 980 6,500 Dom Water Above - MAT 18,224 41,270° Dom Water Above- LAB 18,224 41,270 Gas - MAT Gas - LAB Equip Hookup - MAT 196 300 Equip Hookup - LAB 196 300 Drains & Carriers - MAT 37,922 62,310 Drains & Carriers - LAB 5,438 7,900 Fixtures - MAT 57,591 46,396 Fixtures - LAB 7,838 8,000 Totals 259,660 634,799 Contract Amount $ "' 634,799 Amount Left 1 $ - LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: May 29, 2018 I hereby name and appoint: Louis A. Chaves an agent of: Tharp Plumbing Systems, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): EX The specific permit and application for work located at: 1200 Red Cleveland Blvd., Sanford, FL Street Address) Expiration Date for This Limited Power of Attorney: 06/2020 License Holder Name: State License Number Signature of License F STATE OF FLORIDP COUNTY OF Orand _ The foregoing instrument was acknowledged before me this 29tiday of May , 20% by James W. Tharp, Jr. who is X personally known to me or who has produced as identification and who did (did not) take an oath. jjutL Signature Notary Seal) Print or type na y TERRI L KELLER Notary Public - 2 *__ MYcoWSSION#FFM96 EXPIRES September 28, 2019 Commission NO. fT ^d 9ondedThruNoteryPubticUnderwhrs My Commission xpires: Rev. 08.12) PERMIT # 1 -37 coo) CITY OF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION PERMIT Project Name: I f m i n-q I G- Si Q —7 Date: S 1,93 II E3 Project Address: tad VV Contractor Name: EARLY START AUTHORIZATION CONDITIONS S City: of Sanford and the Owner/contractor listed agree to the following: 1. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to theAevelopment and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6: All subcontractors are responsible for pulling their own permits. 7: Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The.Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. _ The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether,from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents; employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the. Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses; including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend -the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. Bysigning this Early Start Authorization Application, the undersigned acknowledges and agrees to condition 1 through 14. on or gna O er Signatur olollff Dat 1 W i dk Building & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT Application No:. Documented,Construe'don_Value: A Z 3 District: YesiPHiJobAddress:Historic No r=-t Parcel ID:. Type of Work: Newt Description of Work: Plan Review_ Contact Person: Title: _ j 3Phone: - . 3 Fax! i _ Email: a i Q Property Owner Information . , T1QtL Name Phone:. r Name 1 n A C( `l bi i . Phone: Street: — Fax: City, State Zip Ao1 nj 1 i - `.t ' State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail:- Bonding Company; :I%DU11Q, {(`j l_U S( Mortg', a Lender:. Address:DWVCC),,. ` Address: - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"h Edition (2017) Florida Building Code Z Revised: January 1, 2018 Permit Application 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 record -- of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current iCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of:Cogtra tor(A' t (. Q _(DaD Print Owner/Agent's Name Print uraet r/Agent's Name 8 Signature of Notary -State of Florida Date Signs ire, f , o a tit c of t londu' i trIi DELORESGSULLIVAN MY COMMISS10iJ,t FF 201884 EXPIRES: March 11. 2019 7 -Y Bonded Thru Notary Public Vnd"!ilers t Owner/Agent is Personally Known torte or Contractor/Agent is P.ers " all 'Known to Me or ; Produced ID Type'o'f--IEr' Produced ID Type OTAUI BELOW IS -FOR -OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: ,Flood Zone: Total Sq Ft of 131dg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:. __..._ UTILITIES- WASTE WATER: dENGINEERING: _. FI BUILDING: COMMENTS:,; Revised: January 1, 2018 Permit Application z ._".._.../ 1 DATE: c/trl BUSINESS/PROJECT NAME: ADDRESS: /Zoo , C A4 CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: 1 7 37,!r7/ PHONE: PLAN REVIEW INFO MA ON CONSTRUCTION [ ]C/O [ ] FIRE ALARM WFIROESPRINKLER [)HOOD [ ]PAINT BOOTH []TANK DOES 2OY REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: ge7j "zz, WAL BRIDGE AL DIN:OER COMPANY 100 S. Ashley Drive, Suite 350 Phone: 813-622-8900 Tamoa, Florida 33602 Fax: 813-664-0505 SUBCONTRACT DATE:4/13/2018 SUBCONTRACT NO. 1-1380-0203 VENDOR NO: 68028 COST CODE:02999 - General Sitework WIA COMPANY NO: 10-WA SUBCONTRACTOR: Concept Construction of North Florida Inc. 3917 NW 97th Blvd., Gainesville, FL 32606 Attn: Joey Mandese 352 333-3233 Phone / 800 218-7809 Fax Florida Certified Contractors License No. SUBCONTRACT FOR: Site Demolition, Earthwork, Site Utilities and Site Concrtete PROJECT AND SITE: Sanford Intemational Airport Terminal Expansion 1200 Red Cleveland Blvd. Sanford, FL 32773 OWNER: Sanford Airport Authority 1200 Red Cleveland Boulevard Sanford, FL 32773 ARCHITECT/ENGINEER: CPH.Inc. 500 West Fulton Street Sanford, FL 32771 AGREEMENT BETWEEN OWNER AND CONTRACTOR: Dated the 8th day of February, 2018 SUBCONTRACT PRICE: Three million nine hundred five thousand $3,905,780.00 seven hundred eighty and OOIi00 INCLUDES PERFORMANCE BOND AND PAYMENT BOND PREMIUM: Yes $ 52.779,00 SUBCONTRACTOR ENROLLED IN S.I.P.:No RETAINAGE: 10.00% DRUG AND ALCOHOL TESTING SITE Yes (See Exhibit G) ENTERPRISE DIVERSITY GOAL: ((10% MBE, 4% WBE, 5% VOB)) Total Goal) COMMITTED GOAL: (0.00% MBE) (0.00% WBE) (0.00 VET) (8.50% OTHER) Walbridge Aldinger Company ('Contractor") and Concept Construction of North Florida Inc. ("Subcontractor") with offices at the address shown above, hereby agree to, and execute this Subcontract, with all Articles and Exhibits attached and incorporated herein, as of the date stated above. WALBRIDGE ALDINGER COMPANY By: Tim Sewell- - Title: Vice President Date: SUBCONTR'Aa: Wpt7C ontsinse,dolijWN'orth Flo c Title: L7.-D — Date 31 is Author:Jim Peli Approved by: Date. 4/13/2018 Revision 02.21.2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 ARTICLE I - WORK TO BE PERFORMED Except as otherwise provided herein, Subcontractor shall furnish all labor, materials, tools, equipment, supervision and services necessary to property prosecute and complete the work identified and described in Exhibit D attached hereto (the "Work") being a portion of the Work required of Contractor under the Agreement Between Owner and Contractor. The Work shall be performed by Subcontractor in good and workmanlike manner strictly in accordance with the Contract Documents listed in Exhibit A attached hereto and incorporated by reference. Subcontractor shall be bound by the terms of the Agreement Between Owner and Contractor and all documents incorporated therein, including without limitation, the General and Special Conditions, and assumes towards the Contractor, with respect to the Subcontractor's Work, all of the obligations and responsibilities that the Contractor, by the Agreement Between Owner and Contractor has assumed toward the Owner. Upon written request. Contractor shall provide Subcontractor with access to a copy of the pertinent parts of the Agreement between Owner and Contractor. Subcontractor understands that the Work, Progress Schedule and any other term or terms of this Subcontract may be modified during the course of the Project. Subcontractor agrees that such modifications, regardless of the amount, magnitude or type of such modifications shall not constitute an abandonment norevidence of an abandonment of this Subcontract. ARTICLE It - SUBCONTRACT PRICE: Contractor shall pay to Subcontractor, for the full and complete performance of the Work, the Subcontract Price set forth above. The Subcontract Price shall not be adjusted unless (a) the Contractor is entitled to and receives a corresponding adjustment in its contract price under the Agreement Between Owner and Contractor with respect to the subcontracted work, (b) the Subcontract Price is adjusted by change order as a result of changed work as provided in Article VII hereof, or (c) the Subcontract Price is adjusted by change order issued by the Contractor, with or without consent of the Subcontractor, for backcharges and adjustments to the Subcontract Price permitted under this Subcontract. The Subcontract Price includes all risks of material and labor escalation. The Subcontractor shall promptly give written notice of any claim for adjustment of the Subcontract Price under this Article within the time limits provided in this Subcontract and within such time to permit the Contractor to comply with the requirements of the Agreement Between Owner and Contractor. ARTICLE III - PROGRESS PAYMENTS: As soon as possible after the execution hereof and prior to any payments being made hereunder, Subcontractor shall submit to Contractor a schedule of values of the various portions of the Work, including quantities if required by Contractor, which shall be in such form and supported by such data as Contractor may direct and which shall be subject to Contractor's approval, to enable Contractor to prepare a schedule of values for the entire Contract. Each scheduled item shall include its proper share of Subcontractor's overhead and profit. Subcontractor warrants that the line item amounts set forth in the schedule of values submitted by the Subcontractor shall be accurate and truthful. Unless the Agreement Between Owner and Contractor provides for a different schedule, on or before the 21' day of each month, Subcontractor shall submit to Contractor an itemized progress estimate, supported by such data as Contractor may require, showing the estimated value of work completed as of the 25th day of that month, based on Subcontractor's approved schedule of values and on the conditions for payment under the Agreement Between Owner and Contractor including, without limitation, conditions relating to material delivered to and suitably stored on the Site. Such estimate shall be used in the preparation of Contractor's application for payment to the Owner under the Agreement Between Owner and Contractor. If the Subcontractor does not submit an itemized progress estimate by the 25th of the month complying with the requirements herein, the Contractor may, at its option, include an estimated amount in its application for payment for the work of the Subcontractor, or not include the Subcontractor's work in its application for payment until the following month. Contractor shall,pay to Subcontractor within (10) days of receipt of payment from the Owner, subject to receipt of payment from the Owner, an amount equal to the value of the Subcontractor's completed Work, to the extent allowed and paid by the Owner on account of Subcontractor's Work, less all previous payments and less the retainage shown on Page 1 hereof and less any amounts withheld by the Contractor as provided herein. If the Contractor determines that the balance of the Subcontract Price then remaining unpaid will not be sufficient to complete the Work in accordance with the Contract Documents, no additional payments will be due the Subcontractor under this Subcontract unless and until the Subcontractor, at no cost to the Contractor, performs, and pays in full for, a sufficient portion of the Work so that such balance of the Subcontract Price then remaining is determined by the Contractor to be sufficient to so complete the Work. Contractor shall have the right to withhold payment for defective Work not remedied, claims of the Contractor, Owner or any other person against Subcontractor arising out of or in any way connected with the Work, or any other breach of this Subcontract. If any of the foregoing deficiencies are not promptly corrected or remedied after written notice, the Contractor may rectify the same at Subcontractor's expense and deduct all costs and expenses incurred thereby from such withheld payments. No payment to Subcontractor by Contractor shall be construed to be an acceptance of any defective Work. The Subcontractor shall not stop the Work in the event of a dispute as to payments owed as long as all uncontested amounts have been paid in accordance with the Contract Documents. As a condition precedent to payment to Subcontractor, Subcontractor shall submit complete waivers, releases and sworn statements from all sub- subcontractors, matenalmen and laborers complying with the requirements of applicable mechanic's lien jaws and such other evidence as may be required by Contractor, Owner or Owner's lender to substantiate payment. Subcontractor shall promptly pay its sub -subcontractors and laborers and material suppliers and shall not permit any liens or claims to be filed or asserted against the Project, the Owner or the Contractor by anyone furnishing labor and/or materials to the Subcontractor with respect to the Project. Upon three (3) days' written notice to Subcontractor, the Contractor, in its sole discretion, may pay any sub -subcontractor, laborer, or supplier of Subcontractor directly and deduct the amount of such payments from the Subcontract Price. Payment by the Contractor to any sub -subcontractor, laborer or supplier hereunder shall not relieve the Subcontractor of any obligations to the Contractor under this Subcontract. Page 2 of 29 4/ 1312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 ARTICLE IV - FINAL PAYMENT: A final payment, consisting of the unpaid balance of the Subcontract Price shall be made within thirty (30) days after the last of the following to occur (a) full completion of the Work by Subcontractor, (b) final acceptance of the Work by Owner and Architect, (c) the furnishing of satisfactory evidence by Subcontractor that Subcontractor has paid in full all persons furnishing labor, material or services in connection with the Work and that Subcontractor neither has filed, nor has the right to maintain, a lien against the Owner, the Contractor, Contractor's surely, if any, or the Project, (d) the return of all drawings, plans and specifications to the Contractor, (e) delivery of all guarantees, warranties, bonds, instruction manuals, as built drawings and similar items required by the Agreement Between Owner and Contractor and/or this Subcontract and (f) release of retention and payment by the Owner in respect of Subcontractor's Work, Subcontractor shall submit a final invoice to Contractor within thirty (30) days of notification from the Contractor requesting such final invoice. The Subcontractor shall attach to its final invoice all documentation required by the Contract Documents or requested by the Contractor to substantiate the Subcontractor's entitlement to final payment. In the event the Subcontractor fails to submit a final invoice within thirty (30) days, the Contractor shalt determine the amount of the unpaid balance of the Subcontract Price due and owing Subcontractor, and the Subcontractor shall be bound by such determination and shall be deemed to have waived any right to request final payment of a different amount. ARTICLE V - TIME OF COMMENCEMENT AND COMPLETION: Completion of the Work and its several parts within the time allotted for such Work under the Agreement Between Owner and Contractor is of the essence of this Subcontract. Therefore. Subcontractor agrees: (a) to provide at the Project Site the materials, equipment, labor and supervision necessary and to begin the Work upon Contractor's order to do so, (b) to perform the Work and all parts thereof promptly, diligently and at such time and in such order and sequence as Contractor may direct and as is required for the best possible progress of the Work whenever such Work, or any part of it, becomes available, (c) to conduct its Work and perform all activities incidental thereto so as to facilitate and so as not to interfere with or delay the Work of the Owner, the Contractor or other subcontractors an the Site, (d) to keep itself continually informed of the progress of the Project and to confer with Contractor so as to plan its Work in coordinated sequence with the work of Contractor and others, (e) if the Project is divided into parts, to perform Work in several or all parts simultaneously, if directed to do so by Contractor, and (I) to furnish sufficient forces, supervision, equipment and materials, at such times and for such periods, as will result in progress according to the progress schedule prepared by the Contractor pursuant to the Agreement Between Owner and Contractor (the "Approved Progress Schedule") or any modification thereof. Contractor reserves the right to modify any such Approved Progress Schedule with respect to the required sequence or duration of the Work or any portion thereof, and Contractor makes no representation that Subcontractor will be able to commence, prosecute or complete the Work in accordance with any progress schedule. Subcontractor shall furnish additional labor, expedite deliveries of materials and equipment, work overtime and/or a second shift and/or holidays and weekends if directed to do so by Contractor. If the Subcontractor is in default of any provision herein and the Contractor determines such items are required to maintain satisfactory job progress, such additional labor, expediting, overtime. second shift or holiday and weekend work shall be provided by Subcontractor at no cost to the Contractor. If the Subcontractor is not in default of any provision herein, the Subcontractor shall be reimbursed the actual costs incurred by the Subcontractor to furnish additional labor and to expedite deliveries of materials and equipment, and the actual extra cost over the rate for regular time for overtime work subject to the payment terms herein. All such costs shall be substantiated by invoices and time slips checked and approved on a daily basis by Contractor. Subcontractor shall not be entitled to receive any amount for overhead or profit or for any inefficiencies or loss of productivity and shall not assert any claim. for overhead or profit or damages due to toss of productivity or inefficiencies. Should the Subcontractor fail to prosecute the Work as provided herein, thereby causing delay in the progress of the Project or delay to the work of the Contractor and/or others. Subcontractor shall be liable for all loss and damages, including without limitation, liquidated and consequential damages, if any, sustained by the Owner, the Contractor and/or other subcontractors. In the event that the Subcontractor's Work is delayed by causes beyond the control of the Subcontractor, the Subcontractor shall be liable hereunder unless Subcontractor gives written notice of the alleged delay to the Contractor within seven (7) days following the start of the alleged cause beyond the control of the Subcontractor, unless a shorter notice period is provided for in the Agreement Between Owner and Contractor. ARTICLE VI EXTENSION OF TIME: If the Subcontractor shall be materially delayed in the progress of the Work, for reasons beyond the Subcontractor's control, and under such circumstances as entitle Contractor to an extension of time under the Agreement Between Owner and Contractor. Subcontractor shall be entitled to a corresponding extension of time for completion of its Work. No suchextension will be allowed unless the Subcontractor gives the Contractor written notice of the delay and claim for extension of time within seven (7) days of the occurrence thereof or such shorter time, and in such form, as may be required to allow Contractor to make claim for extension of time under the Agreement Between Owner and Contractor.: The extension of time herein provided shall be Subcontractors sole and exclusive remedy for any delay, and Subcontractor shall have no claim for damages against Contractor or Owner by reason thereof. ARTICLE VII - CHANGES: Contractor may, without invalidating the Subcontract or any bond given hereunder, order extra and/or additional work, deletions, or other modifications to the Work, such changes to be effective only upon written order of Contractor. Any adjustment to the Subcontract Price or to the time for complefion of the Work shall be made in accordance with the applicable provisions of the Agreement Between Owner. and Contractor and the lump sum or unit prices set forth in Exhibit E or, in the absence of such provisions on an agreed, equitable basis. Notwithstanding any inability to agree upon any adjustment or the basis for an adjustment, Subcontractor shall, if directed by Contractor; nevertheless proceed in accordance with the order, and the Subcontract Price shall be adjusted as reasonably determined by Contractor with any dispute to be resolved after the completion of the Work. If requested by the Contractor, the Subcontractor shall perform extra work on a time and material basis, and the Subcontract Price shall be adjusted based on time records and material records checked by the Contractor on a daily basis. The Subcontractor shall not receive payment for additional work or work that deviates from the Drawings and Specifications performed without a written authorization from the Contractor. Within fourteen (14) days of receipt of direction to perform changed work, and in any event within the time permitted by the. Agreement Between Owner and Contractor for submission of quotations to the Owner, Subcontractor shall submit to Contractor one (t) ,original and six 6) copies of its quotation proposing the increase or decrease in the Subcontract Pnce for the changed work. The quotation shall include a detailed breakdown setting forth differences in quantity and value of labor and materials involved' and such additional cost information as may be requested by the Contractor. The Subcontractor's mark-up for overhead and profit shall be the percentages set forth on Exhibit E attached hereto. unless the Agreement Between Owner and Contractor provides otherwise or provides for different percentage mark-ups. Page 3 of 29 411312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 In the event that the Subcontractor fails to submit a quotation within the time limits set forth in this Article VII, the Contractor shall prepare a quotation with respect to the changed work proposing an estimated amount for the increase or decrease in the Subcontract Price for the changed work, and Subcontractor shall be bound by such estimate and shall be deemed to have waived any right to propose a different amount. Should Contractor elect to have changed work performed on a time and material basis in lieu of unit prices or a negotiated lump sum, and so notifies the Subcontractor in writing. the Subcontractor shall perform the changed work at Subcontractor's actual net cost plus the mark-up for overhead and profit set forth on Exhibit E, with or without a guaranteed maximum total cost, as directed by the Contractor. All charges for time and materials shall be substantiated by invoices and time slips checked and approved on a daily basis by the Contractor. The time for completion of the Subcontractor's Work shall not be modified on account of changed work unless such modification is included in the quotation submitted by the Subcontractor with respect to the changed work and is authorized by Change Order. If the time for completion of the Subcontractors Work is extended, as provided herein, any additional costs to the Subcontractor resulting therefrom shag be waived unless set forth in the quotation submitted by the Subcontractor with respect to the changed work. Furthermore, any additional costs to the Subcontractor resulting from extensions of the time for completion of the Subcontractor's Work shall be limited to the amount received by the Contractor pursuant to the Agreement Between Owner and Contractor with respect to such extensions. ARTICLE VIII - PROCEDURES: Subcontractor shall strictly adhere to the procedures set forth in Exhibit B attached hereto. ARTICLE IX - INSPECTIONS DECISIONS OF ARCHITECT: The Work shall at all times be subject to inspection by the Contractor or the Architect and the Subcontractor shall provide safe, sufficient and proper facilities for such inspections. Subcontractor shall, commencing within twenty-four (24) hours after receiving written notice from Contractor, promptly take down and remove all portions of the Work which Contractor or Architect shall condemn as unsound, improper, or in any way failing to conform to the Agreement Between Owner and Contractor or the Contract Documents and shall make good all Work damaged or destroyed thereby, all at Subcontractor's expense. If Subcontractor shall not remove and replace such Work within a reasonable time, Contractor may do so at the expense of Subcontractor. Subcontractor shall be bound by the decisions of the Architect with respect to the quality and quantity of the Work, meaning of the Contract Documents, acceptability or persons performing the Work and other matters set forth in the Agreement Between Owner and Contractor to the same extent Contractor is bound thereby. ARTICLE X - SAFETY: The Subcontractor shall at its own cost and expense protect its employees and other persons from risk of death, injury or bodily harm arising out of or in any way connected with the Subcontractor's Work. The Subcontractor shall strictly comply with the Contractor's safety program for the Project and with all safety policies and procedures of the Contractor and the Owner. The Subcontractor shall strictly comply with all applicable statutes, regulations, orders, rules, requirements and standards of all governmental authorities having jurisdiction with respect to the Project, including without limitation, Right to Know requirements. and Federal, state and local OSHA. Toxic and Hazardous Substances, Hazard Communication Standard and Lead Standard. The Subcontractor shall indemnity, defend and save the Contractor harmless from any liability, loss, cost, penalty, damage or expense, including attorneys' fees, which Contractor may incur as a result of any claim, damage, injury, course of action, proceeding, citation, or work stoppage arising out of or in any way connected with any alleged violation by Subcontractor of any such statute, regulation, order, rule, requirement or standard. The Subcontractor shall comply with all safety and electrical standards to ensure that all of its employees are protected by Ground Fault Circuit Interrupters as required, throughout the course of the Subcontractor's work. The Subcontractor responsible for installation of any and all temporary power service for the project shag provide it with Ground Fault Intern ipler PrnfPntinn During the course of this Subcontract, the Subcontractor shall be responsible for maintaining air of such purity from its Work so that it will not cause harm, injury or discomfort to any individual if it is inhaled. The Subcontractor shall provide adequate ventilation, air circulation, and exhausting to meet this responsibility. The Subcontractor shall indemnify, defend and hold harmless the Contractor as a result of any breach of duty in respect to Subcontractors violation of the above air standards. The Subcontractor shall not receive, use or store at the Site any hazardous substance unless contained in a container labeled with the original label applied by the manufacturer of such substance. The Subcontractor shall maintain at the Site and forward to the Contractor copies of the most current material safely data sheets with respect to each hazardous substance received, used, or stored at the Site by the Subcontractor. The Subcontractor shall immediately forward to the Contractor any updated material safety data sheets. The Subcontractor shall property label, and inform the Contractor of, any pipes or piping systems containing hazardous substances used or maintained at the Site by the Subcontractor. Prior to the receipt of such materials at the Site. the Subcontractor shall submit a list of all materials which the Subcontractor intends to receive. use or store at the Site that are classified as hazardous substances pursuant to applicable federal, state or local Employee or Community Right to Know statutes, regulations or requirements. ARTICLE XI -INDEMNITY: For and inconsideration of the first one hundred ($100.00) dollars of the subcontract price, Subcontractor agrees to indemnify and/or hold harmless the Contractor and Owner from liability for damages to persons or property caused in whole or in part by any act, omission, or default of the Subcontractor arising from this Agreement or violation of one or more applicable federal or state laws. As used herein, the term damages shall mean any and all losses sustained by Contractor and Owner, including, but without limitation, any liens, judgments, claims, costs, attorneys fees, interest, incidental and consequential damages, lost profits, additional home office or project overhead, and/or professional fees. Notwithstanding the foregoing, the monetary limitation on the extent of this indemnification provided to the Contractor and Owner shall be in the amount of twice the subcontract amount or $1 million per occurrence whichever is greater. The obligations to indemnify under this agreement shalt apply to all damages caused in whole or in part by any act, omission, of. a) Owner, (b) Contractor, (c) Subcontractor, or (d) any of Subcontractor's contractors, subcontractors, sub -subcontractors, materialmen, or agents of any tier or their respective employees. However, this indemnification shall not include claims of, or damages resulting from, gross negligence, or willful, wanton or intentional misconduct of the Contractor, Owner or their officers, directors, agents or employees, or for statutory violations or punitive damages except and to the extent the statutory violation or punitive damages are caused by or result from the acts or omissions of the Subcontractor or any of the Subcontractor's contractors, subcontractors, sub -subcontractors. Page 4 of 29 4113/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 materialmen, or agents of any tier or (heir respective employees. The provisions of Florida Statute §725.06 shall apply and to the extent that this paragraph is in any way inconsistent with that provision, said statute shalt govern. ARTICLE XII - INSURANCE:Subcontractor shall maintain and pay for coverage of the types and with the limits set forth in Exhibit C attached hereto. Such coverage shall be maintained in form and with companies acceptable to Contractor, Architect and Owner and shall, notwithstanding the requirements of Exhibit C, meet the applicable requirements imposed by the Agreement Between Owner and Contractor and any governmental authority having jurisdiction over the Work. The CGL and Excess/Umbre113 Liability policies shall name the Owner, the Architect and the Contractor as additional insureds, shall provide that all additional insured coverage, both primary and excess, be exhausted first, be primary and non-contributory, and provide for thirty (30) days' notice of cancellation to Contractor. Certificates evidencing such insurance shall be delivered to Contractor prior to the commencement of the Work. All specified insurance coverage limits shall be deemed minimum coverage limits only. To the extent Subcontractor's standard insurance policies provide greater limits, such greater limits shall apply to the Additional Insured Coverage required by this Subcontract. Subcontractor shall be responsible for any desired coverage against damage or loss to its own materials, facilities, tools, equipment, scaffolds, bracing and similar items not covered by Owner's or Contractor's builder's risk policy. In all cases. Subcontractor is responsible for all deductibles on insurance claims submitted to Owner or Contractor. The Contractor and the Subcontractor waive all rights against each other (and, in the case of the Subcontractor against the Owner and other subcontractors) for damages caused by fire and other perils to the extent covered by the insurance required to be maintained hereunder. ARTICLE XIII - WARRANTY: Subcontractor guarantees that the Work shall be free from defects and shall conform to and meet the requirements of the Agreement Between Owner and Contractor and the Contract Documents and applicable code requirements and shall furnish any separate guarantee for the Work or portions thereof required under the Agreement Between Owner and Contractor or the Contract Documents. Subcontractor agrees to make good, to the satisfaction of the Owner, any portion or portions of the Work which prove defective within one (1) year (or such longer period as may be specified in the Agreement Between Owner and Contractor or the Contract Documents) from the date of acceptance by the Owner, the Contractor, or their respective agents or assigns. ARTICLE XIV - DEFAULT: If the Subcontractor (a) fails to supply the labor, materials, equipment and supervision in sufficient time and quantity to meet the Contractor's progress schedule as it may be modified; (b) causes stoppage or delay of or interference with the Project; (c) fails to pay its subcontractors, laborers, suppliers, materialmen and/or employees for work on the Project promptly; (d) fails to pay workers' compensation or other employee benefits, withholding or any other taxes; (e) fails to comply with the safety provisions of this Subcontract or with any safety order, regulation or requirement of any governing authority having jurisdiction over this Project; (f) makes unauthorized changes in supervisory personnel; (g) fails in the performance or observance of any of the provisions of this Subcontract; or (h) shall file a voluntary petition in bankruptcy or be adjudicated insolvent; obtain an order for relief under Section 301 of the Bankruptcy Code; file any petition or fail to contest any petition filed seeking any reorganization or similar relief under any laws relating to bankruptcy, insolvency or other relief or debtors; or seek or consent to or acquiesce in the appointment of any trustee, receiver or liquidator of any of its assets or property; make an assignment for the benefit of creditors; or make an admission in writing of its inability, to pay its debts as they became due, then Contractor, after giving the Subcontractor written (or oral, confirmed in writing) notice of such default and forty-eight (48), hours within which to cure such default, shall have the Fight to exercise any one or more of the following remedies. i) Require that Subcontractor utilize, at its own expense, additional labor, overtime labor (including Saturday and Sunday work) and additional shifts as necessary to overcome the consequences of any delay attributable to Subcontractors default, ii) Remedy the default by whatever means Contractor may deem necessary or appropriate, including, but not limited to, correcting, furnishing, performing or otherwise completing the Work, or any part thereof, by itself or through others (utilizing where appropriate any materials and equipment previously purchased for that purpose by Subcontractor). and deducting the cost thereof from any monies due or to become due to Subcontractor hereunder, iii) After giving Subcontractor an additional forty-eight (48) hours' written (or oral, confirmed in writing) notice, terminate this Subcontract, without thereby waiving or releasing any rights or remedies against Subcontractor or its sureties, and by itself or through others take possession of the Work, and all materials, equipment, facilities, tools, scaffolds and appliances of Subcontractor relating to the Work, for the purposes of completing the Work and securing to Contractor the payment of its costs and other damages under the Subcontract and for the breach thereof; and iv) Recover from Subcontractor all costs incurred by Contractor to complete the work plus a 10% mark-up for overhead and profit, and further recover from Subcontractor all losses, damages, penalties and fines, whether actual or liquidated, direct or consequential, and all reasonable attorneys' fees suffered or incurred by Contractor by reason of or as a result of Subcontractor's default. The foregoing remedies shall be considered separate and cumulative and shall be in addition to every other remedy given hereunder or under the Contract Documents, or now or hereafter at law or in equity. After completion of the Work by the exercise of any one or more of the above remedies and acceptance of the Work by Architect and payment therefor by Owner, Contractor shall promptly pay Subcontractor the balance of the Subcontract Price, if any. Subcontractor further agrees that its breach of any other agreement, contract, or subcontract between the Contractor (or a Joint Venture that indudes the Contractor) and Subcontractor pertaining to any other project or site shall be and constitutes a material breach of this Subcontract.. Subcontractor specifically agrees that, as a material matter of inducement and consideration for the award of [his Subcontract, in the event of such breach of any other agreement, contract, or subcontract, the Contractor shall be entitled to all its rights and remedies Provided hereunder with respect to a breach of this Subcontract. ARTICLE XV - CONTRACTOR'S EQUIPMENT: The Subcontractor shall be responsible for all unloading, moving, lifting, protection, securing and dispensing of its materials and equipment at the Project Site. The Subcontractor agrees that the Contractor's equipment and operators of such equipment will be available to the Subcontractor only at the Contractor's discretion and only on the basis of established rates or charges therefor Page 5 of 29 4/ 13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 ARTICLE XVI - CLEAN-UP AND REMOVAL OF DEBRIS. Unless otherwise provided herein, removal of rubbish and debris caused by the Subcontractor's Work shall be done by the Subcontractor whenever required by the Contractor. If such removal is, not done by the Subcontractor as directed, the Contractor may do so at the Subcontractors expense. The Project Site shall be maintained in an orderly and dean condition and the Subcontractor shall leave the Project Site, at the completion of the Subcontractor's Work, free of all rubbish and debris caused by the Subcontractor and in a condition satisfactory to the Contractor. The Contractor reserves the right to cause all unidentifiable debris to be removed from the Project Site and allocate the cost thereof, by way of back charge or otherwise among the responsible parties, as determined by the Contractor. ARTICLE XVII - ASSIGNMENT: Except as provided in Article XXVII, Subcontractor shall not assign, transfer, or further sublet this Subcontract, nor assign any monies due or to become due hereunder, except with the prior written consent of Contractor. Any assignment of this Subcontract consented to by Contractor shall not operate to relieve Subcontractor of primary responsibility to Contractor for the due and full performance hereof, and Subcontractor shall be liable to Contractor for all acts and omissions of Subcontractors subcontractors and assignees. ARTICLE XVIII - INSPECTION OF SITE: Subcontractor represents that it has carefully inspected the Project Site and examined the Drawings and specifications and other Contract Documents and the applicable provisions of the Agreement Between Owner and Contractor and is familiar with and has satisfied itself as to the nature, location and amount of the Work, the Subcontractors access thereto and ability to perform the Work, local code requirements applicable to the Work and requirements of permits and inspections, safety and barricade requirements, the terms and conditions of applicable collective bargaining agreements, the terms of this Subcontract and all incorporated documents as well as the quallly, quantity and availability of labor, materials, equipment and facilities and other items required for the performance of the Work and the limiting physical and other conditions which may be encountered in the performance of the Work and assumes all risks therefrom. ARTICLE XIX - DISPUTES:Claims, disputes and other matters in question that Contractor determines in its sole, reasonable discretion relate to actions or inactions of the Owner will be resolved according to the procedures identified in the Agreement between Owner and Contractor. All other claims, disputes and other matters in question arising out of or relating to this Subcontract may be decided by arbitration only by subsequent agreement of Contractor and Subcontractor. The pendency of a dispute shall not Interfere with the progress of the worts by Subcontractor nor limit the right of Contractor to proceed, in good faith, to remedy an alleged default by Subcontractor. In case Subcontractor files a Miller Act suit or other action against the Contractor, its payment bond surety, or both, which may relate in whole or in part to the rights or duties of the Owner.as to the Subcontractors Work, Subcontractor shall, upon the Contractors request, consent to such a stay of such suit or action pending the exhaustion of the procedures for the resolution of disputes under the Agreement Between Owner and Contractor. Subcontractor further agrees that its compliance with this process for the consistent resolution of disputes and claims shall not be deemed to be a waiver of its Miller Act rights. WAIVER OF JURY TRIAL ON DIRECT CLAIM AND COUNTERCLAIM. The parties hereto shall and they hereby do waive trial by jury in any action, proceeding or counterclaim brought by either of the parties hereto against the other on any matters whatsoever arising out of or in any way connected with this Agreement, the relationship of Contractor and Subcontractor, and/or any claim of injury or damage. NOTICE OF CLAIMS. No claim for changed or extra work can be made against Contractor unless initiated by written notice to Contractor within ten (10) days of the event or occurrence giving rise to the alleged claim or such other time provided under the. Agreement Between Owner and Contractor, whichever is shorter. ARTICLE XX - TAXES AND CONTRIBUTIONS: The Subcontract Price includes all pension, welfare, vacation, annuity and other benefit contributions payable in connection with the Work, and all taxes of every kind that have been or may be imposed, levied, or assessed by any governmental authority with respect to the Work, including taxes for labor, materials and equipment utilized in connection therewith and all sales, use, personal property, excise and payroll taxes. Upon request by Contractor, Subcontractor shall furnish satisfactory evidence of payment of such contributions and taxes. ARTICLE XXI - TERMINATION: Contractor shall have the right to terminate this Subcontract with or without cause, for the convenience of Contractor. In the event of termination for the Contractors convenience, compensation to Subcontractor shall be made on the same basis as that provided for in the Agreement Between Owner and Contractor or Contract Documents, or in the absence of applicable provisions then based on the percentage of the Work completed as of the date of termination. In no event shall Subcontractor be entitled to anticipated profits. ARTICLE XXII - PAYMENTS: Subcontractor acknowledges that it has considered the Owners solvency and Owners ability and or willingness to perform the terms of its contract with Contractor before entering into this Subcontract. Subcontractor acknowledges that it relies on the credit and ability to pay of the Owner, and not the Contractor, for payment for work performed hereunder. Subcontractor is entering into this Subcontract with the full understanding that Subcontractor is accepting the risk that the Owner may be unable or refuse to perform the terms of its contract with Contractor. Subcontractor agrees that asa condition precedent to Contractor's obligation to make any payment to Subcontractor, the Contractor must receive payment from the Owner. Upon written request by Subcontractor, Contractor will provide Subcontractor access to all information in Contractors possession, if any, regarding the Owner's solvency and ability to perform the terms of Owner's contract with Contractor. In the event that the Contractor does not receive all or any part of the payment From the Owner in respect of Subcontractors Work, whether because of a claimed defect or deficiency in the Subcontractor's Work or for any other reason, the Contractor shall not be liable to the Subcontractor for any sums in respect thereto. In the event the Contractor shall incur any cost or expense of any nature in preparing for the prosecution of, and prosecuting any claim against the Owner, whether by means of negotiations, arbitration or legal actlon, arising out of the Owner' s refusal to pay the Contractor for Work done by the Subcontractor, Contractor shall be entitled to deduct such costs and expenses from the amount due Subcontractor. Notwithstanding anything contained within the terms of Contractor's payment and performance bond, unless the Agreement between Owner and Contractor specifically requires a payment bond that is not conditioned upon payment from Owner, Subcontractor agrees that the payment bond provided by Contractor is intended to be and shall be treated as a conditional payment bond issued pursuant to Florida Statute 713. 245. Page 6 of 29 4/ 13/2018 WALBRIDGE ALDINOER COMPANY SUBCONTRACT 1-1380-0203 ARTICLE XXIII - REMEDIES IN THE EVENT OF BANKRUPTCY: The Contractor and the Subcontractor acknowledge and agree that successful completion of the Work within the time and financial parameters anticipated by the terms of this Subcontract, will require prompt and continued administration and performance by Subcontractor and other subcontractors and that any delay therein for any reason, including a bankruptcy proceeding respecting Subcontractor, would create immediate and irreparable harm to the Owner, the Contractor and the other subcontractors. To that end, this Subcontract contains a right to terminate in the event of bankruptcy of the Subcontractor, it being recognized that such action would be necessary to avoid and minimize such delay and consequent damage to all concerned. If as a matter of law. the Contractor does not have the right due to a bankruptcy proceeding involving the Subcontractor to exercise the remedies provided for in this Subcontract, then if Subcontractor, as debtor or its trustee, wishes to assume this Subcontract, it must do so within ten days of the filling of the bankruptcy proceeding and, in addition to curing or adequately assuring the cure of all the Subcontractor's defaults existing under this Subcontract on the date of filing of the proceedings and thereafter, the Subcontractor, as debtor, or its trustee, must also furnish adequate assurances of future performance under this Subcontract. ARTICLE XXIV - EQUAL EMPLOYMENT OPPORTUNITY:Contractor is committed to nondiscrimination in employment. All qualified applicants are welcome to apply for jobs with Contractor. Contractor will not discriminate against any employee or applicant for employment because of race, color, national origin, sex, religion, age, individuals with a disability, military or protected veteran status, height, weight, familial status, or marital status, or any other protected condition or characteristic in conformity with all applicable federal, state and local laws and regulations to preserve the confidentiality of record regarding arrest, detention, or other disposition in which a conviction does not result. Contractor requires affirmative action to employ and advance employment of qualified protected veterans and individuals with disabilities. Contractor has adopted a policy requirement for best effort goals in effective Subcontractor Utilization of MBE, WBE, DBE; therefore, subcontractor should seek to achieve a goal of MBE, WBE and DBE participation in each total contract amount awarded in accordance with the percentages stated on page 1 of this Agreement. The provisions set forth herein are part of this Subcontract, and Subcontractor shall comply in full therewith. Subcontractor shall comply with all requirements of the Contractor including without limitation, inspections, reviews and reports, to insure Subcontractors compliance with these provisions. The parties hereby incorporate the requirements of 41 C.F.R. §§ 60-1.4(a)(7). 60-250.5, 60-741-5, 60.300.5(a), and 29 C.F.R. Parts 470 and 471, if applicable. ARTICLE XXV - PERFORMANCE AND PAYMENT BONDS: If marked as a requirement on the Cover Page (page 1) of this Subcontract, the Subcontractor shall furnish Performance and Payment Bonds, each in the amount of one hundred (100%) percent of the Subcontract Price. The Performance and Payment Bonds shall be issued by a surely licensed in the state in which the work is to be performed- Additionally, the surety providing bonds for this subcontract must have an A.M. Best Rating of 'B" or higher, be listed in the Department of Treasury's Circular 570 entitled 'Companies Holding Certificates of Authority as Acceptable Sureties on. Federal Bonds and as Acceptable Reinsurtng Companies" (unless otherwise authorized in writing by the Contractorl.The bonds shall be on the Walbridge standard or other form as mandated by the Owner, and shall be multiple obligee bonds in favor of the Owner, the Owner's Lender, and the Contractor and their respective successors and assigns, and shall be increased in the event of an increase in the Subcontract Price. The premium for such bonds shall be included in the Subcontract Price. Additionally, Contractor may at any time during performance of the work, require Subcontractor to furnish Performance and Payment Bonds, as stated above. In such event, the premium for such bonds will be added to the Subcontract price as a change- order. ARTICLE XXVt - SPECIAL CONDITIONS: The Subcontractor shall comply with the Project Special Conditions set forth in Exhibit F attached hereto. In the event of any conflict br Inconsistency between the Special Conditions and any other provisions of this Subcontract;. the Special CrinrlltlnnC. Shall SUPPMerte such rnnflrrbng or mnnnsr[tent other prnVICiMn and 3hg1l gnvPrn the nghN And nhlioRlinn% of the.parlrP.S ARTICLE- XXVII SUB -SUBCONTRACTORS: A Sub -subcontractor is a person or entity, who has a direct or indirect contract with the Subcontractor to perform any of the Work. By an appropriate written agreement, the. form of which shall be subject to the Contractor's approval, the Subcontractor shall require each Sub -subcontractor to assume toward the Subcontractor all the obligations and responsibilities which the Subcontractor, by this Subcontract, assumes toward the Contractor. The Sub -subcontract shall strictly comply with the requirements of applicable provisions of the Agreement Between Owner and Contractor. The Sub -subcontract shall require the Sub -subcontractor to indemnify the Contractor and the Owner and their agents and employees according to the indemnity provision herein; shall require the Sub -subcontractor to provide insurance coverage set forth on Exhibit C shall require the policies of the Sub -subcontractor to waive all rightsagainstthe Contractor, Owner and Subcontractor for damages caused by fire and other perils to the extent covered by the insurance required to be maintained under the Sub -subcontract or the Subcontract and shall require the Sub -subcontractor to furnish to the Contractor all warranties required by the Subcontract, the Agreement Between Owner and Contractor and the Sub -subcontract The Sub - subcontractor shall be bound by all provisions of this Subcontract regarding payment, schedule. progress, delays and safety precautions. Subcontractor is required to assure that all sub -Subcontractors are property licensed and, upon demand of Contractor, shall supply Contractor with copies of sub -Subcontractor's licenses. The Sub -subcontractor shall acknowledge and agree that in the event of the termination of this Subcontract and upon the request of the Contractor, the Subcontractor shall assign the Sub -subcontract to the Contractor and the Sub -subcontractor shall continue to perform its work on the Project, provided, however; that in the event of such assignment, the Contractor shall be obligated to pay the Sub -subcontractor for work performed: after the effective date of such termination pursuant to the payment terms of the Sub -subcontract. If requested by the. Contractor, the Subcontractor shall submit to the Contractor for approval a list of the Sub -subcontractors and suppliers whom the Subcontractor intends to engage with respect to the Project. Failure of the Contractor to object to a proposed Sub -subcontractor or supplier shall not constitute a waiver of any of the requirements of this Subcontract. The Subcontractor shall be fully responsible for the acts,. failures to act, errors or omissions of all of its Sub -subcontractors, suppliers and vendors, and their respective employees, and for the complete and proper performance of all work under each Sub -subcontract. Failure of Subcontractor to strictly comply with the foregoing requirements shag constitute a material breach of this Subcontract. Page 7 of 29 411312018 WALBRIDGE ALOINGER COMPANY SUBCONTRACT 1-1380.0203 ARTICLE XXVIII - MISCELLANEOUS: a) Subcontractor shall obtain and pay for all necessary permits and licenses and comply with all statutes, ordinances, rules, regulations and orders of any governmental or quasi -governmental authority applicable to the performance of the Work and be responsible for and correct any violations thereof. b) Contractor shall have the right to have an audit performed on all of Subcontractor's records related to its Subcontract Price and Subcontract Time adjustments. If any adjustment in Subcontract Price or Subcontract Time made under any Change Order or claim or dispute settlement was increased by a material and significant amount because the Subcontractor or Supplier, at any tier, made representations or furnished cost or pricing data of any kind that were false, in error and/or incomplete, the Subcontract Price shall be correspondingly reduced as appropriate by Change Order. c) Subcontractor shall repair all damage to the Work or the work or property of others caused by Subcontractor. d) Subcontractor hereby expressly warrants that it shall examine the work installed by others that affects Subcontractors Work and that if any defects exist. Subcontractor shall immediately notify Contractor in writing and the Subcontractor shall not proceed until such defects are corrected or Subcontractor is given written authorization to proceed signed by an officer of Contractor. In the event Subcontractor fails to give notice as required herein, Subcontractor shall be deemed to have waived any claim with respect to such defects. e) This Subcontract and the Contract Documents are intended to supplement and complement each other and shall, where possible, be thus interpreted. If, however, any provision of this Subcontract irreconcilably conflicts with a provision of the other Contract Documents, the provision imposing the greater duty on the Subcontractor shall govern. f) This Subcontract shall be binding upon and shall inure to the benefit of the parties hereto and their successors and permitted assigns. g) Except as provided in Article II with respect to backcharges and adjustments to the Subcontract Price permitted under this Subcontract, this Subcontract may be amended only by a written agreement executed by both parties. h) This Subcontract shall be null and void and of no effect in the event that (1) Contractor and the Owner do not enter into and execute the Agreement Between Owner and Contractor, (2) Contractor is unable to commence its work an the Project due to causes beyond its reasonable control, or (3) the Architect or Owner objects to Subcontractor. i) No waiver by Contractor of any breach by Subcontractor of a provision of this Subcontract shall be deemed a waiver of any other provision hereof or of any subsequent breach by Subcontractor of such provision. Q) If any provision of this Subcontract (or the application thereof) is invalid or unenforceable to any extent, the remainder of this Subcontract (and other applications thereof) shall not be affected thereby, and each provision of this Subcontract shall be valid and enforceable to the fullest extent permitted by law. k) This Subcontract shall be governed by the laws of the State of Florida, unless provided otherwise by the Agreement Between Owner and Contractor. Both the Subcontractor and the Contractor agree that resort to litigation in connection with this Subcontract shall only be to courts of applicable jurisdiction and venue located with Hillsborough County, Florida, or the United States District Court, Middle District of Florida, Tampa Division. 1) Acceptance of the terms of this agreement may he accomplished by executing this Agreement or commencing performance of the Work, no modification of the terms of this Agreement shall be valid unless such modification is agreed to in writing by Contrar or m) Subcontractors acceptance of this Subcontract is expressly limited to the terms and conditions contained herein. Any modification to this Subcontract or other terms set forth by Subcontractor are rejected in whole, unless included in a written Amendment specifically accepted and signed by Contractor. ARTICLE XXIX - ENTIRE AGREEMENT: This Subcontract and the documents incorporated herein sets forth the entire agreement between the Contractor and the Subcontractor. ARTICLE XXX - EXHIBITS: The following Exhibits are attached to and made a part of this Subcontract: Exhibit A — Contract Documents Exhibit B — Procedures Exhibit C — Insurance Requirements Exhibit O — Scope of Work Exhibit E — Unit Price and Mark-ups Exhibit F — Project Special Conditions Exhibit G - Drug Screening Program ARTICLE XXXI - AUTHORITY: By his signature on Page 1, the undersigned represents that he is duly authorized to execute this Subcontract on behalf of the Subcontractor. The Subcontractor is: An individual whose signature and address appears on Page 1 hereof. A partnership, full names of all Partners being: A corporation incorporated under the law of the State of for whom is authorized to sign contracts. Limited Liability Company. Page 8 of 29 4f 1312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1.1380-0203 Page 9 of 29 41/13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380.0203 EXHIBIT A CONTRACT DOCUMENTS The Contract Documents consist of: 1. This Subcontract (and attached Exhibits A — G). 2. The Drawings as identified with the Project Number as marked by CPH, Inc. Project #S12014 listed herein. I Specifications as listed herein 4. Addendum 1-6 Rage,10 of 29 411312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 EXHIBIT B PROCEDURES The Work shall be performed subject to, and in strict accordance with, the following requirements: 1. Contractor is registered to ISO 9001. Subcontractors shall comply with all reporting requirements that Contractor requires to maintain compliance with ISO 9001, 2. The Subcontractor shall confine its materials, tools, equipment and operations to those areas specified by the Contractor and shall protect such items against damage from other subcontractors, weather, vandalism and other causes. 3. Subcontractor shall submit shop drawings and other submittals required by the Agreement Between Owner and Contractor or by the Contractor. Subcontractor shall submit a minimum of one (1) electronic copy in a formal acceptable to Contractor of all shop drawings and other submittals for approval, and any additional copies that may be required after approval, for use by Contractor, submit per schedule by Contractor or in any event in sufficient time to prevent delay. The Subcontractor shall promptly submit shop drawings and samples required to perform its Work efficiently, expeditiously and in a manner that will not cause delay in the progress of the Subcontractor's Work or the work of the Contractor or other subcontractors. No allowance of an extension of time shall, in any event, be made to the Subcontractor for delay by the Subcontractor in preparing drawings or in securing approval of the Architect or Engineer thereto where such drawings are not property prepared or when the Subcontractor by the exercise of reasonable diligence and judgment could have anticipated and avoided the delay. Approval of shop drawings and other submittals by Contractor or the Architect shall not relieve the Subcontractor of its obligation to perform the Work in strict accordance with the requirements of the Contract Documents and its responsibility for the proper matching and fitting of the Work with contiguous work, 4. If Subcontractor proposes to substitute a specified article, material or item of equipment with another product, unless the Agreement between Owner and Contractor provides otherwise, Subcontractor shall: (a) assume responsibility for installation and coordination of the substitution with the requirements of the project requirements, (b) bear all costs incurred by Contractor, its other subcontractors and the Owner as a result of the substitution, (c) warrant that any redesign as a result of such substitution shall be free for errors and omissions and comply with all applicable codes, laws, rules and regulations, (d) warrant that the substitution will be fit for its intended purpose and (e) assume responsibility for any schedule impacts as a result of such substitution. 5, The Subcontractor shall submit with each monthly progress payment legible, updated slatused copies of all "As -Built" record documents required by the specification. Failure by the subcontractor to submit monthly and to accurately and timely maintain the information shall constitute just cause for the Contractor to withhold payment until up to date, stalused "As -Built' record documents are received by the Contractor. 6. The Subcontractor, in carrying out its Work, shall take all necessary precautions to property protect the finished and unfinished work of other trades and adjacent property from damage caused by its operations and further agrees to pay the Contractor for any damages or delay that may be caused to such work by the Subcontractor or by its agents or employees. 7. The Subcontractor shall cooperate with the Contractor and all other subcontractors whose work might interfere with the Subcontractor's Work, and shall participate in the preparation of coordinated drawings as required by the Contract Documents or the Contractor or as otherwise appropriate, specifically noting and advising the Contractor of any such interference. 8. The Subcontractor shall furnish monthly written progress reports on the Work and such other periodic reports as the Contractor may require, including "Material and Equipment Status Reports" providing information on the status of materials and equipment which. may be in the course of preparation or manufacture or delivery. The Subcontractor shall also provide Weekly Work Plans and participate in scheduling and planning 3c33ion3 as required by. the Contractor. These sessions may include brief "Daily Huddles' achcdule preparation 3e33ien3 and schedule review sessions: 9. All communications shall be solely through the Contractor. The Subcontractor and its related sub -Subcontractors, vendors and suppliers shall not communicate directly with the Architect or Owner unless specifically authorized to do so in writing by the Contractor. 10. Subcontractor shall provide sufficient workmen, equipment and materials for the prompt and diligent prosecution of the work and shall not directly or indirectly employ workmen; equipment or materials that are likely to cause strikes, slowdowns or similar interruptions of the Work - Subcontractor shall comply with all wage rates, reporting obligations, safety regulations and similar requirements established under the Agreement Between Owner and Contractor and by any govemmental authority having jurisdiction. Any employee of the Subcontractor may be refused admittance to the Project Site or may be requested to leave the Project Site at any time by the Contractor and the Contractor shall not be required to have or state any reason for such action. In the event any employee or employees of the Subcontractor are so barred from the Work, the Subcontractor shall immediately replace such employee or employees with employees satisfactory to the Contractor. 11. Whenever it may be useful or necessary for the Contractor to do so, the Contractor shall be permitted to occupy and/or use any portion of the Work which has been either partially or fully completed by the Subcontractor before final inspection and acceptance thereof by the Owner, but such use and/or occupation shall not relieve the Subcontractor of its guarantee of said Work and materials nor of his obligation to make good at its own expense any defect in materials and/or workmanship which may occur or develop prior to Contractor's release from responsibility to the Owner, 12. The Subcontractor specifically agrees that it is responsible for the protection of its Work until final completion and. acceptance thereof by the Owner and that it will make good or replace, at no expense to the Contractor or the Owner, any damage to its Work which occurs prior to said final acceptance. 13 Dimensions on Drawings are to be followed in preference to scale measurements, and all measurements must be checked at the. premises before the Work is executed. No extra charge shall be made for changes necessitated by minor variations in the actual conditions at the Site from what is shown on Drawings. Page 11 of 29 4113/20/8 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 14. The Subcontractor shall arrange for delivery of its materials so as to prevent interruptions of or delay to its Work or the work of others. Within fourteen (14) days of execution of this Subcontract. Subcontractor shall submit to the Contractor a tentative schedule for delivery of materials and equipment. 15, The Subcontractor shall develop and administer an effective labor relations program and shall employ, and require its subcontractors to employ, only compatible labor to the end that the work of the Subcontractor and all other contractors may proceed without interference by labor disputes and without embarrassment therefrom to the Contractor or Owner. The Subcontractor shall be responsible for any work stoppages or jurisdictional disputes and shall pay any additional expenses incurred by the Subcontractor or the Contractor or others as a result of any work stoppages or other disputes related to any of the Subcontractor's Work, 16. The Subcontractor shall appoint a supenntendent to supervise the performance of the Subcontractor's Work at all times. The Subcontractor's superintendent shall be authorized to act on behalf of the Subcontractor and shall attend all Project meetings at the request of the Contractor. The Subcontractor's superintendent prior to commencement of the Subcontractor's Work, and the designated superintendent shall not be substituted or replaced without the prior approval of the Contractor. 17. Except as provided otherwise herein, any notice required to be given or which may be given to the Contractor pursuant to this Subcontract shall be forwarded in writing, by personal delivery or by certified mail, return receipt requested, to Luke Frey Project Manager. Walbridge Aldinger Company, 100 S. Ashley Drive, Suite 350. Tampa, Florida 33602 until the Contractor shall advise the Subcontractor in writing. Any notice required to be given or which may be given to the Subcontractor pursuant to this Subcontract shall be forwarded in writing, by personal delivery or by certified mail, return receipt requested, to Joey Mandese until the Subcontractor shall advise the Contractor in writing. If deemed necessary by the Contractor, the Subcontractor may be contacted on a 24-hour basis through the following authorized persons, at the telephone numbers indicated: 24-HOUR NAME POSITION TELEPHONE NUMBER 18. The Subcontractor shag follow the manufacturers recommendations with respect to handling, storage, and installation of materials and equipment furnished by the Subcontractor under this Subcontract. In the event of any conflict between the requirements of the Contract Documents and the manufacturer's recommendations, the Subcontractor shalt follow the requirements producing the highest quality work. 19. The Subcontractor shall promptly furnish all information requested by the Contractor with respect to job progress and scheduling, including without limitation, detailed information regarding anticipated equipment use, anticipated manpower loading, anticipated interruption of power or other utilities, anticipated interface of the Subcontractor's Work with the work of others, planned safety precautions or other activities that may affect access to the Project, anticipated requirements for temporary services, planned deliveries of equipment and materials, etc. Such information shall be furnished by Subcontractor within thirty (30) days from the date of this Subcontract or sooner if requested by the Contractor. 20. The Subcontractor shall furnish and pay for all temporary heat, cooling and power, winter protection, temporary protection, and temporary facilities, and other items required for the performance of the Subcontractor's Work. 21. In laying out its Work, the Subcontractor shall follow benchmarks established by the Contractor. The Subcontractor shall notify the Contractor immediately if the Subcontractor believes the benchmarks are inaccurate or incomplete. 22. Unless provided otherwise herein, references to days in this Subcontract shall mean calendar days. 23. Where construction documents are maintained on a project web site, the Subcontractor shalt be responsible for verifying that its deliverables (including shop drawings, submittals, and design documents for which it is responsible), are coordinated with the most current documents posted on the project web site. 24. Subcontractor is responsible for their employees to be compliant to the Substance Abuse Policy as identified in the Project Site Safety Program, 25. Clean-up and Removal of Debris: The Subcontractor shall conduct daily cleaning to keep the premises and surrounding area free from accumulation of trash caused by the Subcontractor. At the end of the every work day, place all of the trash in either a trash chute located at the upper floors, or a dumpster. Trash is defined as all waste material, rubbish, dust and debris caused by the Subcontractor in the performance of working including debris from Subcontractor's employees (i.e., lunch wrappers, coffee cups, etc.). If the Subcontractor fails to conduct cleaning and/or deposit its trash in the containers on a daily basis, the Contractor will do so on a second shift or on a weekend at the Subcontractor's expense. The Contractor will have the authority to identify responsibility, differenfiate and assign respective cost for clean-up at his discretion based on the Subcontractors that are working in the area. The area is defined as floors that are in the dose proximity of the affected floor. 26. Crane Action Plan: If utilizing a crane, Subcontractor shall comply with and be bound by the terms of Contractor's Crane Action Plan, including its requirements that the Subcontractor supply crane operators certified by the National Commission for Certification of Crane Operators. Page 12 of 29 411312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 27. Fall Protection: All employees of Subcontractor or employees of any of its Sub -subcontractors who are performing any activities at elevations of six (6) or more feet above the ground, floor or other work surface shall be protected, at all times, from falling by using fixed guardrails or cable railing (top and mid rail) or in the event that guarding of the work surface is not practical, by wearing and using personal fall arrest systems consisting of a full body harness and shock absorbing lanyard or retractable lanyard. When personal fall arrest is used, employees shall be trained in the proper use and maintenance of the fall arrest system. No subcontractor or its employee's are exempt from this requirement including steel erection, metal decking and roof work. 28. Aerial Work Platforms: All employees of Subcontractor or employees of any of its Sub -subcontractors who are performing work from elevating aerial work platforms shalt be protected from falling (in addition to the guardrails) by wearing a full body harness and shock absorbing lanyard. This requirement applies to all types of elevating aerial work platforms including Extensible & Articulating Boom Platforms, Vehicle Mounted Platforms, Manual Propelled Platforms, Boom Supported Platforms and Self Propelled Platforms (including Scissor -Type Work Platforms). In accordance with OSHA, all employees shall be trained in the safe operation of Aerial Work Platforms and carry a permit verifying the training. 29. If the Subcontractor's Work involves the construction of walls that are composed of block, brick, masonry or other similar assemblies, prior to commencement of such Work, Subcontractor shall prepare and submit to Contractor for review a wall bracing plan that complies with applicable occupational, safety and industry standards. 30. As a condition to payment, the Subcontractor shall be required to submit daily reports to Contractor on a regular basis. no less than weekly and more often as required by Contractor. Daily reports shall be submitted in a format and manner directed by Contractor. Contractor reserves the right to modify the content of such reports, and it shall remain the sole responsibility of the Subcontractor to verify the accuracy of modified reports. TheSubcontractor's failure to advise Contractor of an inaccuracy in a report within seven (7) calendar days of receipt of revision notice due to Contractor modification shall be deemed an acceptance by the Subcontractor of the accuracy of the report. Information contained in the daily reports shall not constitute notice of any claims for cost or extension of time. Subcontractor agrees to follow the notice provisions contained in the Subcontract. Page 13 of 29 4/1312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 EXHIBIT C_ INSURANCE REQUIREMENTS Before Subcontractor does any work at or prepares or delivers material to the site of construction, the Subcontractor shall provide Certificates of Insurance evidencing coverage in amounts not less then required by the specifications or as follows. Subcontractor and its subcontractors and suppliers, shall with respect to the Work, maintain and pay for the following insurance coverages with minimum limits in the respective amounts indicated and shall strictly comply with the requirements of Article XII. a) Workers' Compensation $500,000 Each Accident 500,000 Disease Policy Limit 500,000 Disease Each Employee The Workers' Compensation policy shall include a "Waiver of our Right to Recover from Others Endorsement" in favor of Walbridge and all others required by written contract. Longshore and Harbor Workers' Act Coverage must be endorsed when exposures are present. b) Commercial General Liability: Occurrence based form covering Premises/Operations, Personal Injury, Advertising Injury, Blanket Contractual Liability, XCU, Independent Contractors and Products/Completed Operations on a PER PROJECT BASIS: Bodily Injury 8 Property Damage: $1,000,000 Each Occurrence 1,000,000 Personal S Advertising Injury 2,000,000 Products and Completed Operations Aggregate 2,000,000 General Aggregate c) Excess/Umbrella Liability: $3,000,000 Umbrella Form d) Walbridge Aldinger, Sanford Airport Authority, CPH, Inc. shall be tided as additional insured under the CGL and Excess/Umbrella Liability Policies for the Sanford International Airport Terminal Expansion Project, subject to Form CG 20 10 11 85 or a combination of CG 20 10 07-04 and CG 20 37 07 04, on a primary and non-contributory basis. e) Automobile Liability: Covering all owned; non -owned and hired vehicles. 1,000,000 Combined Single Limit f) Contractual assumed Liability: Specifically covering. Subcontractor for liability loss, cost and damages, including attorneys' fees, assumed by Subcontractor under the provisions of this agreement. it is hereby agreed and understood that Completed Operation Liability will be carried 2 years after the Project Completion Dale. g) In the event the Subcontractor performs or is responsible for any design services, then throughout all phases of the Project and for a period of Seven (7) years after final completion, the Subcontractor shall keep in force, at its sale cost and expense, a professional linhility inmiranre policy approved by the Owner and Contractor with minimum limits of Two Million ($2,000,000 00) Dollars per occurrence, and Four Million ($4,000,000.00) aggregate, with a maximum deductible of Fifty Thousand ($50,000.00) Dollars. h) The CGL and Professional Liability policy shall provide that it may not be substantially modified or canceled without thirty (30) days' prior written notice to the Owner and Contractor and that the insurance company shall promptly notify the Owner and Contactor of any failure of the Subcontractor to renew such policy as required hereunder. The Subcontractor shall do all things necessary to keep the policy in full force and effect throughout all phases of the Project and for a period of seven (7) years from the date of final completion. If requested, Subcontractor shall deliver to the Contractor a copy of the aforesaid policy at least once a year. i) Walbridge Aldinger shall be listed as the Certificate Holder. j) All insurers shall carry a minimum A.M. Best Rating of at least A-8 and licensed in the state where the work is being performed. Page 14 of 29 4/13/2018 WALBRIDGE ALOINGER COMPANY SUBCONTRACT 1-1380-0203 EXHIBIT D SCOPE OF WORK The Work consists of: Provide labor, materials, equipment, tools, services and supervision required to execute the required Site Demolition, Earthwork. Site Utilities and Site Concrtete work for this project, in accordance with the Contract Documents as identified in Exhibit "A" including, but not limited to, the following: 1) SPECIFIC SCOPE a) Provide all supervision, labor, material, equipment, tools, and services necessary to complete the Work items described below including all items incidental thereto or necessary to complete the Work properly even though not specifically mentioned. b) This Subcontractor shall use the following list as a GENERAL GUIDE to assist in pricing and coordinating the work with Walbridge Aldinger. This list is not meant to describe every aspect of work in detail. Subcontractor shalt be familiar with all the contract documents. c) Trade Specifications 1. 02 41 00 - Demolition 2. Refer to FAA Section: L-105 Alterations, Removal and Demolition 3. 31 10 00 - Selective Clearing, Grubbing, Mowing and Pruning. 4. Refer to FAA Section: P-156 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control 5. Refer to FAA Section: P-101 Surface Preparation 6. Refer to FAA Section: P-152 Excavation, Subgrade, and Embankment 7. 31 1100 -Site Preparation 8. 31 22 19 - Finish Grading 9. 31 23 00 - Excavation and Fill 10. 31 23 01 - Trenching, Bedding, and Backfilling 11, 3123 19 - Dewatering 12. Referto FAA Section: P-153 Controlled Low -Strength Material (CLSM) 13. Refer to FAA Section: P-154 Subbase Course 14. Refer to FAA Section: P-211 Lime Rock Base Course 15. Refer to FAA Section: P-401 Hot -Mix Asphalt (HMA) Pavements 16. Refer to FAA Section: 0-602 Bituminous Prime Coat 17. Refer to FAA Section: P-603 Bituminous Tads Coat 18. Refer to FAA Section: P-605 Joint Sealing Filler 19. Refer to FAA Section: P-606 Adhesive Compounds 20 . Refer to FAA Section: P-610 Structural Portland Cement Concrete 21, 32 14 13 Precast Concrete Pavers 22, Refer to'FAA Section: P-620 Runway and Taxiway Painting 23. DIVISION 33 Utilities: Refer to FAA Section' D-751 Manholes, Catch Basins, Inlets and Inspection 24, DIVISION 33 - Utilities: Refer to FAA Section: D-701 Pipe for Storm Drains and Culverts. 25. 33 11 00 Water Distribution Systems t Exterior Fire Lines 26. 33 13 00 -Cleaning and Flushing Piping 27. 33 34 00 -force Main Systems d) 1. 2. Work Items to be Furnished and Installed: Furnish and install all the site demolition, earthwork, site utilities, concrete and asphalt pavement work required for the project phases; 1, 2 and 3 as shown on the drawings. This project shall be performed in three (3) phases to minimize impact to airport activities. Each phase shall be completed prior to the start of the next phase. Costs have been included for no less than three (3) mobilizations for your work. Include all required layout for your work from control points provided by others. Include all applicable permits for your work. Furnish and install all erosion control measures including maintenance and the removal after governing authority approval. Provide and maintain all Maintenance of Traffic by temporary traffic barrels, lights, cones, warning or directional signs, and flagmen at all drives, roads, streets and parking lots necessary for the safety of all vehicles and people. This includes all areas at apron widening and Taxiway'C' work. Include all required clear and grub. Strip and stockpile topsoil in designated area on site as directed by Walbridge. Remove and legally dispose offsite all exterior pavements, curbs, fences, sidewalks, wheel stops, trees, bollards, canopies, etc. of items shown and identified on the civil demolition plans. Page 15 of 29 4/13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 10. Saw cut and remove existing pavements and curbs at exterior locations where neat lines are required for replacement work. 11, Include all required demolition of existing site structures and below grade improvements were shown. 12. Grade site per the grading plans. Cut and fill site as required. 13, Temporarily stabilize grades at areas shown on plans. 14. Include removal and disposal of existing utilities as shown. 15. Perform open cut demolition, excavation and restoration at utility road crossings. 16. Furnish and install all required utilities to within 5' of building including utility structures. a. Storm lines and structures, complete. b. Sanitary lines, structures and new Lift Station with all internals. c. Domestic water lines, fittings, valves and thrust blocks. d. Fire water lines to enter the buildings and stub up one (1) foot above floor. 17 Test, clean and flush piping as required by specifications. 18. Furnish and install sheeting or shoring, as needed. 19. Dewatering of casual water as necessary to maintain construction progress. 20. Bring sub grade of building foot print to proper elevation and prepare subgrade as required. Allow for placement of slab base. 21. Furnish and install aggregate base material where called for on the plans and specifications for exterior concrete pavement and sidewalks. 22. Include excavation and base for concrete curbs. 23. Auger for guard posts where shown. 24. Include site preparation and earthwork associated with the new canopy construction in the South Parking Lot. 25. Include all work at the turn lane widening at the intersection of Airport Blvd. and Red Cleveland Blvd. shown on drawing C1.11. 26. Include disposal of caisson spoils at the precast screen wail foundation piers, south of the new Loading Dock Building, shown on drawings L1.00 and L1.08. 27. Included disposal of stockpiled caisson spoils from Hurricane Anchors and PBB Foundations. 28. Include demolition; grading and drainage work on AVCON aviation drawings at the existing airside concrete apron and Taxiway 'C'. 29. Include saw cut openings in existing 16" thick concrete apron, remove and dispose concrete, for others to place new foundations for the new Skywalk construction. 30, Include excavation and backfill for the new three light site structure as shown. a) Note: All the work at the airside apron and along Taxiway 'C' must be completed, including new work and restoration, within 30 days. See Liquidated Damages relative to this portion of the work:_ 31. Include excavation and backfill for mechanical and electrical pads shown on drawings. 32. Form, reinforce and pour concrete pads for emergency generator, mechanical chillers, trash compactor and Electrical transformers. 33. Excess suitable soil material shall be disposed of onsite. All costs for transporting and spreading of these materials are included in this subcontract price. 34. Remove excess demolition material from site and dispose of properly. 35. Include all transportation and tip fees for proper disposal of site demolition materials. 36. For finished planted areas, re-dlstdbute topsoil and spread to +/- 0. I' for landscaping subcontractor to fine rake. 37. Form, reinforce and pour all site concrete outside the buildings as shown on the plans. Concrete pavements/sidewalks/curbs/islands. Handicap ramps with truncated dome surfaces. 38, Include all required concrete replacement at the airside apron, to nearest panel joint, as noted in the addendum. 39. Furnish and install all required asphalt pavements, striping and site signage. 40. Excavate and install site bollards. (bollards supplied by misc. steel subcontractor) 41. Included all required control/expansion joint rehabilitation, removal and replacement of joint sealants, on three (3) existing airplane aprons. 42. Furnish and install all required pavement markings on three (3) existing airplane aprons. 2) GENERAL: a) Parking for tradesmen will be provided on site. Subcontractor is responsible for getting workers from. parking areas to work area. b) Subcontractor has reviewed the requirements and related work as described in Division 1- General Requirements and Special Provisions and all costs required to comply with these requirements have been included in the subcontract price c) Provide daily cleanup of your identifiable debris generated by this scope of work. Dispose of debris in properly identified dumpsters provided by Walbridge. d) As directed by Walbridge, Subcontractor will participate in a Composite Site Clean-up program to address unidentifiable debris created by the construction process. Participation is expected to be one man, for one day per each week, that the Subcontractor has workers on site. e) Provide all hoisting, rigging, loading, unloading, handling, storage, protection, and distribution of materials as may required for the performance of your work. f) All floors must be protected from cutting oil, hydraulic oil, motor oil, etc. Diapers, wheel covers and other drip protection MUST be used for all cutting machines, hoists, etc. Page 16 of 29 4/1312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 g) All equipment, including Concrete supply trucks, within the building, must come equipped with scrubber to minimize the,exhaust output. h) Subcontractor shall be bound to Liquidated Damage clause. Liquidated Damages, if any, will be assessed against the Subcontractor if the Subcontractor fails to achieve completion of its work as required under the project schedule due to Subcontractor's fault or neglect. See Special Provision Section 13, i) The subcontract price shall remain firm for the project's duration and no adjustments shall be made as a result of material and equipment pricing fluctuation. j) Cranes must have appropriate obstruction lighting mounted and operational in accordance with FAA Advisory Circular 70/7460-1. 3) Security (Review Special Provisions Section 4) a) This Subcontractor has included all required costs associated with obtaining security clearances for their workforce. See owner issued Special Provisions Section 4. b) This Subcontractor has included all badging costs ($85 each) required for its employees working within the property. c) If one (1) security badge is unreturned (lost), the Subcontractor is liable for a penalty cost of $10,000.00 for the unreturned badge. If fifteen (15) or more badges are unreturned, the Subcontractor is liable for the penalty cost of the General Contractors full deposit of $25,000.00 for the unreturned security badges. See specification section Special Provisions, Section 4, Safety and Security Items, paragraph 3, item 4, f, iv, on page SP4-5. d) All subcontractor employees with badges to work on site will need to attend a 90 minute Security Training provided by the Airport. e) Badging approval could take 30 days or more. 4) Scheduling and Premium Time: a) All required premium time has been included to comply with project scheduling requirements. b) Subcontractor installations shall be in compliance with the construction schedule. Provide the necessary manpower, overtime; shift work, etc., as may be required to comply with schedule. c) Subcontract price includes all costs required to comply with the Owners definition of Substantial Completion and shall provide necessary labor, materials, etc. to meet the Contract required dates. 5) Safety: a) Subcontractors have the responsibility for the safety of their personnel and shall be responsible for compliance with all Walbridge, Local, State, and Federal standards and requirements (OSHA, EPA). Safety meetings shall be held weekly: b) All costs for complying with the Substance abuse control testing programs have been included in the subcontract price. c) Subcontractor shall complete aPre-Task Analysis for each work activity considering all safety factors during the planning and scheduling of work operations to control potential injury and property damage hazards. This form must be completed prior to the start of work. Once the form is reviewed and signed off by Walbridge, the Subcontractor may begin work. d) Subcontractor shall perform Daily -Task Analysis (Huddles) and document the. Daily Safety Huddles with their employees. Three (3) huddles are required through -out the day (pre, mid, and post). Completed huddles shallbe submitted to the Walbridge Project Team. e) Subcontractor includes any Fire Watch requirements, Fire Extinguishers, Fire Blankets due to their Scope of Work. f) Subcontractor shall provide clean drinking water and ice for their employees while on site. g) Subcontractor shall provide all required PPE for each employee, this includes but is not limited to hard hats, safety glasses, High Visibility Shirt/vest, proper clothing (sleeves and long pants), work boots and task specific gloves. Any work activities which require additional PPE as defined by OSHA codes and Walbridge Safety. Plan shall be provided and used in accordance with Manufacturers written information for said equipment (i.e. grinding face shields, welding masks, Kevlar sleeves for demo of duct work, etc.) h) Subcontractor shall assure that scaffolds are erected, maintained, and inspected daily by a Competent Person. The Competent Person shall use a scaffold tagging system that identifies if the scaffold is safe to use. All users of scaffolding shall have scaffold awareness training. All scaffolding with work levels above six foot shall be protected by handrail or a fall protection system shall be utilized. Each Subcontractor shall inspect the scaffold that they are working on daily, before use and sign the scaffold tag. The scaffold tag` system will be provided by Subcontractor. i) Subcontractor shall provide necessary flagmen and spotters for equipment moving in busy areas, roadways, or near railroad tracks. j) All trades, working on the roof, are required to provide their own OSHA approved mobile safety cabling systems and tie offs (or other OSHA approved system they choose) while working on the roof level. The Steel subcontractor or General Contractor will not be providing a permanent (temporary) safety cabling system. k) if this Subcontractor (or any second or third tier Subcontractors) will be performing any type of steel erection as part of its work, then SubcontractorNendor will comply with the Walbridge Steel Erection Action Plan. As part of this plan, in compliance with OSHA Part 1926 (Safety. & Health Regulations for Construction) Subpart R-Steel Erection, the Subcontractor understands he is required to submit a written Project Specific Steel Erection Plan developed by a qualified person including: Page 17 of 29 4/ 13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 1. The scheduling of a Pre -Installation Steel Erection Meeting to discuss work operations and deliverables. 2. Submission of a Project Specific Steel Erection Plan (Steel Erector) 3. Submission of a Project Specific Steel Erection Logistics Plan (Steel Erector) 4. Submission of a Project Specific Steel Erection Stability Plan when temporary stability is required before permanent stability can be installed. (Steel Erector). 5. Submission of a Project Specific Detailed Steel Erection Procedure (step by step procedure) for erection activities that fall outside of standard erection activities. (Steel Erector) 6. Submission of written authorization for steel erection activities to begin (OSHA Subpart R - Walbridge as the Controlling Contractor) 1) If Subcontractor engages in work activities that have the potential to generate silica dust, then Subcontractor must comply with the new OSHA Silica Standards 29 CFR 1926.1153 and utilize engineering controls to reduce/capture the dust released by these activities. A written silica exposure control plan must be submitted to Walbridge. 6) Project Labor Requirements: a) Davis Bacon Wages FL170271 dated 05/19/2017. Issued in Addendum #3. b) Certified Payroll reports are required for verification and processing of payments. 7) DBE Requirements: a) Subcontractor acknowledges and has included all costs in their work to specifically comply with Small Disadvantaged Business Concerns as designated by the owner. Subcontractor shall include, or prove it has made a good faith effort to include, 12.02% of participation from DBE in its subcontract amount. b) To be an eligible DBE, a firm (including its affiliates) must be an existing small business, as defined by Small Business Administration (SBA) standards. As a recipient, you must apply current SBA business size standard(s) found in 13 CFR part 121 appropriate to the type(s) of work the firm seeks to perform in DOT -assisted contracts, including the primary industry classification of the applicant. c) Even if it meets the requirements of paragraph (a) of this section, a firm is not an eligible DBE in any Federal fiscal year if the firm (including its affiliates) has had average annual gross receipts, as defined by SBA regulations (see 13 CFR 121.402), over the firm's previous three fiscal years, in excess of $23.98 million. 8) Federal Specific Items a) Subcontractor has incorporated all costs necessary for complying with Quality Control Requirements for their work as noted in Sections 01 14 00. b) Applicable safety provisions shall be followed as identified in the following documents: 1. FAA Advisory Circular a. 150/5370-2F, b. 150/5200-18 Airport Safety Self Inspection c. 150/5210-5C Painting, Marking & Lighting of Vehicles used on Airport 2. Applicable FAA Southern Region Orders 3. Airport Rules and Regulations c) All work performed in the public area of the Federal Inspection. Station must be performed under escort of`a U.S. Customs and Border patrol between the time of 9r00 am and 4:00 pm unless the work is within the Temporary Construction Barriers area d) Subcontractor shall comply with all security requirements designated in the Special Provisions in Section SP 4, Item 1.18 "Identification of Employees". 9) Taxes: a) The Subcontractor has included all required taxes. b) The Owner has elected, as a Value Engineering cost savings, to purchase materials/equipment for use in connection with the Project based on the State of FL Purchase Option Procedures and in compliance with Section 212.08(6) Florida Statutes (2006). In accordance with these procedures this Subcontractor shall be responsible for negotiating, ordering, coordinating production schedules with vendor(s), inspecting, accepting delivery, storing, handling, installing, and quality control for the materials/equipment purchased under these Direct Purchase Option Procedures, all in accordance with the Contract Documents. These Direct Purchase Option Procedures shall be deemed to be supplemental to this subcontract agreement and shall not amend, alter or modify this subcontract agreement except to the extent specifically set forth herein. Without limiting the generality of the foregoing, these Direct Purchase Option Procedures shall not amend, alter or modify the obligations of this Subcontractor under this Subcontract agreement with respect to ordering, scheduling, inspecting, accepting deliveries, storing, handling, installing, quality control and warranties of the direct purchase materials/equipment. c) The amount to be deducted, as projected for sales taxes on permanently installed materials, is a MINIMUM target allowance of: ($46,533.00). This amount will be reconciled to a greater or lesser value at the close of the project and will be issued as a deduct change order to the subcontract. Page 18 of 29 4/13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 Bid Amount $3,894,559 Reroute sanitary line in Phase 3. ($17,639) Delete Jersey Barriers shown on Addendum 2 phasing sketches ($23,919) Bid Total with Accepted VE $3,853,001 Concept Construction Performance & Payment Bond $52,779 Bid Total, Accepted VE included, and with P&P Bond $3.905,780 The scope of the Subcontractor's Work includes all items required for the complete and proper prosecution and completion of the Work set forth above, including without limitation, all items incidental to or reasonably inferable from such Work, whether or not expressly shown on the Drawings or expressly set forth in the Specifications. The Work specifically excludes: 1. Removal or disposal of hazardous or contaminated materials. 2. Hidden obstructions. 3. Rerouting of utilities not identified on documents. 4. On site soil compaction testing and concrete material testing. 5. Excavation and backfill for building foundations. 6. Hardscape band curb and bench pads. 7. Wayfinding permanent signage. 8. Concrete jersey barriers with fence adjacent to the terminal building. Page 19 of 29 4I13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 EXHIBIT E UNIT PRICES AND MARK-UPS 1 Unit Prices: Item Unit Price 2. Labor Rates Subcontractor shall supply hourly labor rates costs, with supporting documentation, per Walbridge's Subcontractor Labor Rate Form, attached hereto. Unless the Agreement Between Owner and Contractor provides otherwise, unit prices include all charges for layout, supervision and overhead (field and home office), general conditions items, labor, general expenses, transportation, taxes, insurance, profit, materials (with allowances for cutting losses, tolerances, mixing wastes, normal product imperfections and similar margins), and other associated costs and charges for work -in -place. These unit prices will be applied to net increases or decreases in quantities of the same item. The unit prices shall not be subject to change for the duration of the Project, unless the quantities at issue render application of the unit prices inequitable to either Subcontractor or Contractor, in which event a mutually acceptable adjustment shall be negotiated. 3. Unless the Agreement Between Owner and Contractor provides for different mark-ups, the Subcontractor shall be entitled to the following percentages for supervision, overhead, insurance and profit on changed work, as more particularly set forth in Article VII of the Subcontract: a. Subcontractor's Maximum Mark-up for Self Performed Work: Ten 10 percent. b. Subcontractor's Maximum Pass -Through Mark-up on Secondary Tier Work: Five 5 ercent Page 20 of 29 4/1312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 EXHIBIT F PROJECT SPECIAL CONDITIONS The work shall be performed subject to, and in strict accordance with, the following Project Special Conditions: 1. Unless otherwise directed or authorized, in writing, by Contractor, all Applications for Payment and all supporting documents for Subcontractor and its sub -subcontractors and suppliers, shall be in electronic format and shall be submitted to Contractor using the Textura payment management system prescribed by Contractor. Subcontractor's Subcontract price includes, and Subcontractor shall be responsible for the payment of, the fee associated with Subcontractor's use of the Textura payment management system. The fee is 0.18% of Subcontract Price (.0018) but subject to a minimum of $50 to a maximum of $2,500 based on the value of the Subcontract. 2. Subcontractor shall comply with all Contract Documents, including the Agreement between Owner and Contractor and all amendments, General and Special Conditions, and Project Manual 3. All Construction Contracts over $2,000 shall comply with the following: a) DAVIS-BACON REQUIREMENTS 1. Minimum Waaes i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalent thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the. Davis - Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section, also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall bepaid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR Part 5,5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates coofo med undei (1)(ii) of this section) and the Davis -Bacon poster (WI 1-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible. place where it can easily be seen by the workers. ii)(A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: 1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and 2) The classification is utilized in the area by the construction industry; and 3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. B) If the contractor and the laborers. and mechanics to be employed in theclassification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. TheAdministrator, or an authorized representative, will approve, modify, or disapprove every additionalclassification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits where appropriate), the contracting officer shalt refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Page 21 of 29 411312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. D) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii) (B) or C) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2 Withholding. The Federal Aviation Administration or the sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis - Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3.Payrolls and basic records. i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan orprogram has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. ii)(A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to the Federal Aviation Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g. , the last four digits of the employee's social security number). The required weekly payroll information may submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www dol gov/esa/whd/'forms/Wh347insfr.hfmor its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit them to the applicant, sponsor, or owner, as the case may be, for transmission to the Federal Aviation Administration, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government. agency (or the applicant, sponsor, or owner). Page 22 of 29 4H 3l20t8 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 8) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: 1) That the payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3)(i) and that such information is correct and complete; 2) That each laborer and mechanic (including each helper, apprentice and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations 29 CFR Part 3, 3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. C) The weekly submission of a properly executed certification set forth an the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (3)(ii)(B) of this section. D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. iii) The contractor or subcontractor shall make the records required under paragraph (3)(i) of this section available for inspection, copying or transcription by authorized representatives of the sponsor, the Federal Aviation Administration or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 3. Apprentices and Trainees. i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a'State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job oitc in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate; who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or Subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination.. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until anacceptable program is approved. ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified. in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions Page 23 of 29 4/ 13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division -determines that there is an apprenticeship programassociated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. iii) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employmentopportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 4. Compliance with Copeland Act Requirements. The Contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. 5. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR Part 5.5(a)(1) through 10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR Part 5.5. 6. Contract Termination: Debarment. A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 7. Compliance With All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. 8. Disputes Conceming Labor Standards_ Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 20 CFR Parts 5. 6 and 7. Di3putc3 within the meaning of this elou3c include dicputco between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 9. Certification of Eligibility. i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5,12(a)(1). iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. COPELAND "ANTI -KICKBACK" ACT Contractor must comply with the requirements of the Copeland "Anti -Kickback" Act (18 U.S.C. 874 and 40 U.S.C. 3145), as supplemented by Department of Labor regulation 29 CFR part 3. Contractor and subcontractors are prohibited from inducing, by any means, any person employed on the project to give up any part of the compensation to which the employee is entitled. The Contractor and each Subcontractor must submit to the Owner, a weekly statement on the wages paid to each employee performing oncovered work during the prior week. Owner must report, any violations of the Act to the Federal Aviation Administration 3. Contract Workhours and Safety Standards Act Reauirements This Provision applies to all contracts and lower tier contracts that exceed Page 24 of 29 4/1 312018 L_--------- _ WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 100,000, and employ laborers, mechanics, watchmen and guards. 1. Overtime Reauirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek, 2. Violation Liability for Unpaid Wages: Liquidated Damages. In the event of any violation of the clause set forth in paragraph (1) of this clause, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this clause, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this clause. 3. Withholding for Unpaid Wages and Liquidated Damages_ The Federal Aviation Administration (FAA) or the Owner shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal Contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 2 of this clause. 4. Subcontractors. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs ('1) through (4) of this clause. 4. Breach of Contract Terms — Sanctions (All Contracts) Any violation or breach of the terms of this Contract of the part of the Contractor or subcontractors may result in the suspension or termination of this Contract or such other action that may be necessary to enforce the rights of the pdiGes of this ayreumeul. Owner will provide Contractor written notice that describes the nature of the breach and corrective actions the Contractor must undertake in order to avoid termination of the contract. Owner reserves the right to withhold payment to Contractor until such time the Contractor corrects the breach or the Owner elects to terminate the contract. The Owner's notice will identify a specific date by which the Contractor must correct the breach. Owner may proceed with termination of the contract if the Contractor fails to correct the breach by deadline indicated in the Owner's notice_ The duties and obligations imposed by the contract documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. 4. Rights to Inventions (All Contracts) All rights to inventions and materials generated under this contracture subject to regulations issued by the FAA and the Owner of the Federal grant under which this contract is executed. Information regarding these rights is available from FAA and the Owner. 5. Trade Restriction. Certification, By submission of an offer, the Offeror certifies that with respect to thissolicitation and any resultant contract, the Offeror — a) is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms as published by the Office of the UnitedStatesTrade Representative U. S.T.R.); Page 25 of 29 4/ 1312018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 b) has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S. firms as published by the U.S.T.R, and c) has not entered into any subcontract for any product to be used on the Federal on the project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to an Offeror or subcontractor:who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. orwhose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such U.S.T.R. list orwho incorporates in the public works project any product of a foreign country on such U.S.T.R. list; Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in in all lower tier subcontracts. The contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by U.S.T.R, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct through theOwner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA. 6. Termination of Contract (All Contracts in Excess of $10,000) a) The Owncr may tcrminotcthis contract in wholc or in part of any time by providing writtcn noticc to the Contractor. Such action may be without cause and without prejudice to any other right or remedy of Owner. Upon receipt of a written notice of termination, except as explicitly directed by the Owner, the Contractor shall immediately proceed with the following obligations regardless of any delay in determining or adjusting amounts due under this clause: 1) Contractor must immediately discontinue work as specified in the written notice. 2) Terminate all subcontracts to the extent they relate to the work terminated under the notice. 3) Discontinue orders for materials and services except as directed by the written notice. 4) Deliver to the owner all fabricated and partially fabricated parts, completed and partially completed work, supplies, equipment and materials acquired prior to termination of the work and as.directed in the written notice. 5) Complete performance of the work not terminated by the notice. 6) Take action as directed by the owner to protect and preserve property and work related to this contract that Owner will take possession. Owner agrees to pay Contractor for a) Completed and acceptable work executed and accordance with the contract documents prior to the effective date of termination; b) Documented expenses sustained prior to the effective date of termination in performing work and furnishing labor, materials, or equipment as required by the contract documents in connection with uncompleted work; c) Reasonable and substantiated claims, cost and damages incurred in settlement of terminated contracts with subcontractors and suppliers, and d) Reasonable and substantiated expenses to the contractor directly attributable to Owner's termination action Page 26 of 29 4/13/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-0203 e) If the termination is due to failure to fulfill the contractor's obligations, the Owner may take over the work and prosecute the same to completion by contract or otherwise. In such case, the Contractor shall be liable to the Owner for any additional cost occasioned to the Sponsor (Owner) thereby. Owner will not pay Contractor for loss of anticipated profits or revenue or other economic loss arising out of or resulting from the Owner's termination action. The rights and remedies this clause provides are in addition to any other rights and remedies provided by law or under this contract. Termination for Default Section 80-09 of FAA Advisory Circular 150/5370-10 establishes conditions, rights and remedies associated with Owner termination of this contract due default of the Contractor. 8) Suspension! and Debarment Requirements for all Contracts over $25 000 (and for all Contracts for Auditing Services Regardless of the Amount). The bidder/offeror certifies, by submission of this proposal or acceptance of this contract that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transaction, solicitations, proposals, contracts, and subcontracts. Where the bidder/offeror/contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. 9) Veteran's Preference (All Construction Contracts). In the employment of labor (except in executive, administrative, and supervisory positions), the contractor and all sub - tier contractors must give preference to covered veterans as defined within Title 49 United States code Section 47112. Covered Veterans include Vietnam -era, Persian Gulf, Afghanistan -Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 U.S.C. 632) owned and controlled by disabled Veterans. This preference only applies when they are covered Veterans readily available and qualified to perform the work to which the employment relates. 10) Notwithstanding anything to the contrary in the Contract Documents, an extension in the Contract Time, to the extent permitted under the Contract Documents, shall be the sole remedy of the Contractor for any (i) delay in the commencement, prosecution or completion of the Work, (ii) hindrance or obstruction in the performanceof the Work, ( iii) loss of productivity, or (iv) other similar claims (collectively referred to as "Delay") whether or not such Delay. is foreseeable, unless the Delay is caused by acts of the Owner constituting active interference with the Contractor' s performance of the Work, and only to the extent such acts continue after the Contractor furnishes the Owner with notice of such interference. In no event shall the contractor be entitled to any compensation or recovery of any damage in connection with any Delay, including, without limitation, consequential damagee, loot opportunity costs, impact damages or other similar remuneration. The Owner's exercise of any of its rights or remedies under the Contract Documents (including, without limitation, ordering changes in the Work, or directing suspension, rescheduling or correction of the Work), regardless of the extent or frequency of Owner's exercise of such rights or remedies, shall not be construed as active interference with the Contractor's performance of the Work. 11) TEXTING WHEN DRIVING In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving" 10/ 1/2009) and DOT order 3902.10 "Text Messaging While Driving" (12/30/2009), FAA encourages recipients to Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or sub -grant. The Contractor must promote policies and initiatives for employees and other work personnel that decrease crashes by distracted drivers, including policies to ban text messaging while driving. The Contractor must include these policies in each third party subcontract exceeding $3,500 and involve driving a motor vehicle in performance of work activities associated with this project. 12) Employment Eligibility (Using E-Verify). AgencyNendors/Contractors: Contractors and subcontractors performing work or providing services pursuant to this contract shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the contractor or subcontractor during the contract term. Page 27 of 29 4/ 1312018 WALBRIDGE ALDMGER COMPANY SUBCONTRACT 1-138"203 4. Liquidated Damaaes: Subcontractor shall be liable for liquidated damages stated in the Agreement between Owner and Contractor, to the extent Subcontractor fails to achieve completion of its work as required under the project schedule due to Subcontractor's fault or neglect. Such liquidated damages shall be calculated to the extent of delay caused by Subcontractor, if charged by the Owner against Contractor. Page 28 of 29 4/1 W2018 WALoemmsALowmsRCOMPANY oumoowrmACr 1-1380-0203 EXHIBIT DRUG SCREENING PROGRAM Unless the Agreement uow,eon Owner and Contractor requires o different Drug and Alcohol Screening Program, Subcontractor shall be compliant with Contractor's program. A ovny of the applicable Owy and Alcohol Screening Program iuavailable bycontacting Contractor's Safety Department a\(313)8V3'VVVV. Contractor's test requires that all individuals on the Project Site must be current with drug snroening, which shall screen for the following: Drug Group Common Name Drug or Metabolite Initial Test Tos LevelDetected Level opnmrmwmrx ngxn| ne* n| Amphetamines Speed, Eve, Crystal Amphetamines 1000 soo Mmtxompoetamineo 1000 500 Barbiturates Seoobanumg. Ponmuan,no| Diverse 300'1000 200 Phenobarbital, Butabarbital aenzouiazep/m, vaVmm. Librium O"uzonam uoo Connabinoids Marijuana, Pot, Smoke, delta-9-T*o-9' so coo* Weed, Mary Jane, mania ovo=ine Coke, Blow, Crack, Toot 8o"zoy|ecgonine uoo Methadone Methadone, Met Methadone ano Opiates Codeine, Morphine zuuo Morphine, Codeine, Heroin, Horse PhencyclidinePOP, Angel Dust, Acid POP 25 Pmpuxyphmne Damon Pmmuxypxano 300 Impairment from Alcohol isn4%mGreater Blood Alcohol Level content. Page 29'«29' — 300 15 4/ 13/ 2018 RIDER # 1 TO SUBCONTRACT# 1-1380-0203 Contractor: Walbridge Aldinger Company 100 S. Ashley Street Suite 350 Tampa, FL 33602 Subcontractor: Concept Construction of North Florida 3917 NW 97th Blvd., Gainesville, FL 32606 Project; Sanford International Airport Terminal Expansion 1200 Red Cleveland Blvd., Sanford, FL 32773 The below listed provisions shall modify the Subcontract and take precedence over any conflicting provision: Article II — Subcontractor Price 1. Second Paragraph, add at the end of first sentence: "However before any backcharge, Subcontractor shall be provided a 5 days written notice and opportunity to cure or dispute, per the dispute procedure". Article V — Time of Commencement and Completion- clarify the following: 2. A major change in the sequence of construction and/or duration to complete the work, must be mutually agreed upon. 3. Overtime, second shift, weekend, and/or holidays are not required unless mutually agreeable or the subcontractors' work is behind schedule and affecting the critical path. Written notice provisions are required. Article VI — Extension of Time 4. Add at the end "unless such claims are approved and paid for by the Owner". Article VII — Changes- clarify the following: 5. Subcontractor to provide labor / equipment rates with returned subcontract. Article IX — Inspections, Decisions of Architect 6. Add at the end of 2nd sentence after "...all at Subcontractor's expense." Add "unless the work is found to be acceptable and/or per the contract documents and in such case, the Subcontractor shall be entitled to a claim for recovery of its re -installation cost. At no such time shall the Subcontractor be responsible to repair or replace work damaged by others or found to be conforming unless paid by the provisions herein, including reasonable overhead and profit. If this work is on the critical path and found to be in conformance, Subcontractor shall be entitled to a claim for an equitable adjustment of Subcontract time." Article XVI Clean-up and Removal of Debris 7. Replace "whenever required " with "upon 24 hrs. written notice". Add the following:• Subcontractor shall not to be included in any type of composite cleanup crews, providing Subcontractor will clean up daily with their own forces and deposit into dumpsters provided by the Contractor. Article XXII - Payments 8. Second paragraph after "reason" insert the words "not due to Contractor's fault". 9. Insert after "In the event" the words "at Subcontractor's written request". Article XXVIII - Miscellaneous 10. (a) add after the word 'permits"...per agreed upon scope of work 11. (d) Insert the word "apparent" in front of "defects". Exhibit B Procedures 12. Line Item 12 - Add at the end: "Final completion and acceptance means the completion and acceptance of Subcontractor's Work. Subcontractor shall be reimbursed for the cost to repair or replace the damage to the work by others. If on the critical path, Subcontractor shall be entitled to a claim for an equitable adjustment of Subcontract time". 13. Line Item 16 - add "The Subcontractor shall appoint a superintendent to supervise the performance of the Subcontractors Work at all times during the Subcontractor's Scope of Work." 14. Line Item 25 - Include same clarifications as in item 7 above. 15. Clarification- The time for all notices shall be in calendar days, and may hot include weekends or holiday days, except that the 24 hrs. for cleanup has to remain, due to active airport operations. Exhibit D Scope of Work 16. Item 3) Security c) If one (1) security badge is unreturned... Add - The Subcontractor will only responsible for badges assigned to workers under our subcontract. 17. Item 9) Taxes c) The amount to be deducted, as projected for sales taxes on permanently installed materials, is a ""'^, m IPlYM target allowance of ($45,533.00)., Exclusions to Subcontract 18. Page 19 of 29 The Work specifically excludes: Items #1-8... Add #9. Subcontractor excludes signage shown on C1.20 Roadway Signage Plan. Accepted By: Concep action of Cf'F%orida Walbridge Aldinger Company Signa Signature 5—J 3 Date Date ORE DEPARTMENT JUN Q 5 2018 Building & Fire Prevention Division PERMIT APPLICATION By: Application No: Bldg Permit #17-3762 Documented Construction Value: $ 1,809,625.00. Job Address: 1200 Red Cleveland Blvd., Sanford, FL 32773 Historic District: Yes No Parcel ID: 05203130000100000 Residential Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use Move Description of Work: "Installation of new chilled water and DX HVAC systems to accommodate the remodel and expansion of the existing OSIA terminal space." Plan Review Contact Person: Phone: Name Sanford Airport Authority Street: 1200 Red Cleveland Blvd. Fax: City, State Zip: Sanford, FL 32773 Email: Property Owner Information Phone: Name Energy Air, Inc. / John M. Bartkovich Street: 5401 Energy Air Court City, State Zip: Orlando, FL 32810 Name: CPH, Inc. Street: 500 W. Fulton Street City, St, Zip: Sanford, FL 32771 Title: Resident of property? : Contractor Information Phone: 407-886-3729 Fax: 407-884-0155 State License No.: CAC1815793 Architect/Engineer Information Bonding Company: Travelers Casualty & Surety Co Address: One Tower Square, Hartford, CT 06183 Bond #106672546 Phone: 407-322-6841 Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 I ' d/ I Permit Application 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Owner/Agent is Produced ID Date Date Personally Known to Me or Type of ID qA.6 05/24/18 ignature of Contractor/Agent Date John M. Bartkovich Print Contractor/Agent's Name CALAA. 05/24/18 Signature of Notary -State of Florida laic cABOL A SHEARER ` ANY COOSSION # FF i8S988 EXPIRES: FebrM 21, 2Q19 @tided nm DWO Notary Services Contractor/Agent is X Personally. Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical 0 Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application CONTRACT RECEIVED ALBRIDGE ALD[NGER. COMPANY 100 S_ Ashley Drive, Suite 350 Phone: 813-622-8900 Tampa, Florida 33602 Fax: 813-664-0505 DATEA116/2018 SUBCONTRACT NO. 1-1380-1500 VENDOR NO:52513 COST CODE:15500 - HVAC W/A COMPANY NO: 10-WA SUBCONTRACTOR: Energy Air Inc. 5401 Energy Air Court Orlando, FL 32810 Attn: John Bartkovich 407-886-3729 Phone 1(407) 884-0155 Fax Florida Certified Contractors License No_ SUBCONTRACT FOR: Mechanical H.V.A.C. PROJECT AND SITE: Sanford International Airport Terminal Expansion 1200 Red Cleveland Blvd. Sanford, FL 32773 OWNER: Sanford Airport Authority 1200 Red Cleveland Boulevard Sanford, FL 32773 ARCHITECT/ENGINEER: CPH.Inc. 500 West Fulton Street Sanford, FL 32771 AGREEMENT BETWEEN OWNER AND CONTRACTOR: Dated the 8th day of February. 2018 SUBCONTRACT PRICE: Three million six hundred nineteen thousand $3,619 250.00 two hundred fifty and 00/100 INCLUDES PERFORMANCE: BOND AND PAYMENT BOND PREMIUM: No $ 0.00 SUBCONTRACTOR ENROLLED IN S.I.P,: Yes RETAINAGE: 10.00% DRUG AND ALCOHOL TESTING SITE Yes (See ExhibitG) / Initial Xtsio/010*%VET. nitial ENTERPRISE DIVERSITY GOAL: ((10% MBE, 4% WBE, 5% VOB)) Total Goal) Should read m WalbridgeigstrApprovalfromWalbridgetostrike through, COMMITTED GOAL: (0.00% MBE) ( (16.10% OTHER) correct, and initial this item Walbridge Aldinger Company ('Contractor') and Energy Air Inc. ("Subcontractor") with offices at the address shown above, hereby agree to, and execute this Sy bcontract, with all Articles and Exhibits attached and incorporated herein, as of the date stated above. / /7'1 WALBRIDGE ALDINGER By. Tim Sewell Title: Vice President Date• ter— Tom. vti B John M. Barktovich Title: Senior Vice President Date: „OS/16/z018 Author. Jim Peli n Approved by: Date: 4117/2018 Revision 02.21.2018 WALBRIDGE ALDINGER CDMPANY SUBCONTRACT 1-1380-1500 ARTICLE I - WORK TO BE PERFORMED:Except as otherwise provided herein, Subcontractor shall furnish all labor, materials, tools, equipment, supervision and services necessary to properly prosecute and complete the work identified and described in Exhibit D attached hereto (the "Work") being a portion of the Work required of Contractor under the Agreement Between Owner and Contractor. The Work shall be performed by Subcontractor in good and workmanlike manner strictly in accordance with the Contract Documents listed in Exhibit A attached hereto and incorporated by reference. Subcontractor shall be bound by the terms of the Agreement Between Owner and Contractor and all documents incorporated therein, including without limitation, the General and Special Conditions, and assumes towards the Contractor, with respect to the Subcontractor's Work, all of the obligations and responsibilities that the Contractor, by the Agreement Between Owner and Contractor has assumed toward the Owner. Upon written request, Contractor shall provide Subcontractor with access to a copy of the pertinent parts of the Agreement between Owner and Contractor, Subcontractor understands that the Work, Progress Schedule and any other term or terms of this Subcontract may be modified during the course of the Project. Subcontractor agrees that such modifications, regardless of the amount, magnitude or type of such modifications shall not constitute an abandonment norevidence of an abandonment of this Subcontract. ARTICLE II - SUBCONTRACT PRICE: Contractor shall pay 10 Subcontractor, for the full and complete performance of the Work, the Subcontract Price set forth above. The Subcontract Price shall not be adjusted unless (a) the Contractor is entitled to and receives a corresponding adjustment in its contract price under the Agreement Between Owner and. Contractor with respect to the subcontracted work, (b) the Subcontract Price is adjusted by change order as a result of changed work as provided in Article VI I hereof, or (c) the Subcontract Price is adjusted by change order issued by the Contractor, with or without consent of the Subcontractor, for backcharges and adjustments to the Subcontract Price permitted under this Subcontract. The Subcontract Price includes all risks of material and labor escalation. The Subcontractor shall promptly give written notice of any claim for adjustment of the Subcontract Price under this Article within the time limits provided In this Subcontract and within such time to permit the Contractor to comply with the requirements of the Agreement Between Owner and Contractor. ARTICLE III - PROGRESS PAYMENTS: As soon as possible after the execution hereof and prior to any payments being made hereunder, Subcontractor shall submit to Contractor a schedule of values of the various portions of the Work, including quantities if required by Contractor, which shall be in such form and supported by such data as Contractor may direct and which shall be subject to Contractor's approval, to enable Contractor to prepare a schedule of values for the entire Contract. Each scheduled item shall include its proper share of Subcontractor's overhead and profit. Subcontractor warrants that the line item amounts set forth in the schedule of values submitted by the Subcontractor shall be accurate and truthful Unless the Agreement Between Owner and Contractor provides for a different schedule, on or before the 21" day of each month, Subcontractor shall submit to Contractor an itemized progress estimate, supported by such data as Contractor may require, showing the estimated value of work completed as of the 25th day of that month, based on Subcontractors, approved schedule of values and on the conditions for payment under the Agreement Between Owner and Contractor including; without limitation, conditions relating to material delivered to and suitably stored on the Site. Such estimate shall be used in the preparation of Contractors application for payment to the Owner under the Agreement Between Owner and Contractor. If the Subcontractor does not submit an itemized progress estimate by the 25th of the month complying with the requirements herein, the Contractor may, at its option, include an estimated amount in its application for payment for the work of the Subcontractor, or not include the Subcontractor's work in its application for payment until the, following month. Contractor shall pay to Subcontractor within (10) days of receipt of payment from the Owner, subject to receipt of payment from the Owner, an amount equal to the value of the Subcontractors completed Work, to the extent allowed and paid by the Owner on account of Subcontractor's Work, less all previous payments and less the retainage shown on Page 1 hereof and less any amounts withheld by the Contractor as provided herein. If the Contractor determines that the balance of the Subcontract Price then remaining unpaid will not be sufficient to complete the Work in accordance with the Contract Documents, no additional payments will be due the Subcontractor under this Subcontract unless and until the Subcontractor, at no cost to the Contractor, performs, and pays in full for, a sufficient _portion of the Work so that such balance of the Subcontract Price then remaining is determined by the Contractor to be sufficient to so complete the Work. Contractor shall have the right to withhold payment for defective Work not remedied, claims of the Contractor, Owner or any other person against Subcontractor arising out of or in any way connected with the Work, or any other breach of this Subcontract. If any of the foregoing deficiencies are not promptly corrected or remedied after written notice, the Contractor may rectify the same at Subcontractor's expense and deduct all costs and expenses Incurred thereby from such withheld payments. No payment to Subcontractor by Contractor shall be construed to be an acceptance of any defective Work. The Subcontractor shall not stop the Work in the event of a dispute as to payments owed as long as all uncontested amounts have been paid in accordance with the Contract Documents. As a condition precedent to payment to Subcontractor, Subcontractor shall submit complete waivers, releases and sworn statements from all sub- subcontractors, materialmen and laborers complying with the requirements of applicable mechanic's lien laws and such other evidence as may be required by Contractor, Owner or Owner's lender to substantiate payment. Subcontractor shall promptly pay its sub -subcontractors and laborers and material suppliers and shall not permit any liens or claims to be filed or assertedagainst the Project, the Owner or the Contractor by anyone furnishing labor and/or materials to the Subcontractor with respect to the Project. Upon three (3) days' written notice to Subcontractor, the Contractor, In its sole discretion, may pay any sub -subcontractor, laborer, or supplier of Subcontractor directly and deduct the amount of such payments from the Subcontract Price. Payment by the Contractor to any sub -subcontractor, laborer or supplier hereunder shall not relieve the Subcontractor of any obligations to the Contractor under this Subcontract. Page 2 of 64 4/ 17/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-1500 ARTICLE IV - FINAL PAYMENT: A final payment, consisting of the unpaid balance of the Subcontract Price shall be made within thirty (30) days after the last of the following to occur (a) full completion of the Work by Subcontractor, (b) final acceptance of the Work by Owner and Architect, (c) the furnishing of satisfactory evidence by Subcontractor that Subcontractor has paid in full all persons furnishing labor, material or services in connection with the Work and that Subcontractor neither has flied, nor has the right to maintain, a lien against the Owner, the Contractor, Contractor's surety, if any, or the Project, (d) the return of all drawings, plans and specifications to the Contractor, (e) delivery of all guarantees, warranties, bonds, instruction manuals, as built drawings and similar items required by the Agreement Between Owner and Contractor and/or this Subcontract and (f) release of retention and payment by the Owner in respect of Subcontractors Work. Subcontractor shall submit a final invoice to Contractor within thirty (30) days of notification from the Contractor requesting such final invoice. The Subcontractor shall attach to its final Invoice all documentation required by the Contract Documents or requested by the Contractor to substantiate the Subcontractoes entitlement to final payment., In the event the Subcontractor fails to submit a final invoice within thirty (30) days, the Contractor shall determine the amount of the unpaid balance of the Subcontract Price due and owing Subcontractor, and the Subcontractor shall be bound by such determination and shall be deemed to have waived any right to request final payment of a different amount. ARTICLE V - TIME OF COMMENCEMENT AND COMPLETION: Completion of the Work and its several parts within the time allotted for such Work under the Agreement Between Owner and Contractor is of the essence of this Subcontract. Therefore, Subcontractor agrees: (a) to provide at the Project Site the materials, equipment, labor and supervision necessary and to begin the Work upon Contractor's order to do so, (b) to perform the Work and all parts thereof promptly, diligently and at such time and in such order and sequence as Contractor may direct and as is required for the best possible progress of the Work whenever such Work, or any part of it, becomes available, (c) to conduct its Work and perform all activities incidental thereto so as to facilitate and so as not to interfere with or delay the Work of the Owner, the Contractor or other subcontractors on the Site, (d) to keep itself continually informed of the progress of the Project and to confer with Contractor so as to plan Its Work in coordinated sequence with the work of Contractor and others, (e) if the Project is divided into parts, to perform Work in several or all parts simultaneously, if directed to do so by Contractor, and (f) to fumish sufficient forces, supervision, equipment and materials, at such times and for such periods, as will result in progress according to the progress schedule prepared by the Contractor pursuant to the Agreement Between Owner and Contractor (the "Approved Progress Schedule") or any modification thereof. Contractor reserves the right to modify any such Approved Progress Schedule with respect to the required sequence or duration of the Work or any portion thereof, and Contractor makes no representation that Subcontractor will be able to commence, prosecute or complete the Work In accordance with any progress schedule. Subcontractor shall furnish additional labor, expedite deliveries of materials and equipment, work overtime and/or a second shift andlor holidays and weekends if directed to do so by Contractor.If the Subconlracior is in default of any provision herein and the Contractor determines such items are required to maintain satisfactory job progress, such additional labor, expediting, overtime, second shift or holiday and weekend work shall be provided by Subcontractor at no cost to the Contractor. If the Subcontractor is not in default of any provision herein, the Subcontractor shall be reimbursed the actual costs incurred by the Subcontractor to furnish additional labor and to expedite deliveries of materials and equipment, and the actual extra cost over the rate for regular time for overtime work subject to the payment terms herein. All such costs shall be substantiated by invoices and time slips checked and approved on a daily basis by Contractor. Subcontractor shall not be entitled to receive any amount for overhead or profit or for any inefficiencies or loss of productivity and shall not assert any claim for overhead or profit or damages due to loss of productivity or inefficiencies. Should the Subcontractor fall to prosecute the Work as provided herein, thereby causing delay in the progress of the Project or delay to the work of the Contractor and/or others, Subcontractor shall be liable for all loss and damages, including without limitation, liquidated and consequential damages, if any, sustained by the Owner, the Contractor and/or other subcontractors. In the event that the Subcontractors Work is delayed by causes beyond the control of the Subcontractor, the Subcontractor shall be liable hereunder unless Subcontractor gives written notice of the alleged delay to the Contractor within seven (7)'days following the start of the alleged cause beyond the control of the Subcontractor, unless a shorter notice period is provided for in the Agreement Between Owner and Contractor. ARTICLE VI -EXTENSION OF TIME: If the Subcontractor shall be materially delayed in the progress of the Work, for reasons beyond the Subcontractors control, and under such circumstances as entitle Contractor to an extension of time under the Agreement Between Owner and Contractor, Subcontractor shall be entitled to a corresponding extension of time for completion of its Work. No such extension will be allowed unless the Subcontractor gives the Contractor written notice of the delay and claim for extension of time within seven (7) days of the occurrence thereof or such shorter time, and in such form, as may be required to allow Contractor to make claim for extension of time under the Agreement Between Owner and Contractor. The extension of time herein provided shall be Subcontractor's sole and exclusive remedy for any delay, and Subcontractor shall have no claim for damages against Contractor or Owner by reason thereof. ARTICLE VII - CHANGES: Contractor may, without invalidating the Subcontract or any bond given hereunder, order extra and/or additional work deletions, or other modifications to the Work, such changes to be effective only upon written order of Contractor. Any adjustment to the Subcontract Price or to the time for completion of the Work shall be made in accordance with the applicable provisions of the Agreement Between Owner and Contractor and the lump sum or unit prices set forth in Exhibit E or, In the absence of such provisions on an agreed, equitable basis. Notwithstanding any inability to agree upon any adjustment or the basis for an adjustment, Subcontractor shall, if directed by Contractor, nevertheless proceed in accordance with the order, and the Subcontract Price shall be adjusted as reasonably determined by Contractor with any dispute to be resolved after the completion of the Work. If requested by the Contractor, the Subcontractor shall perform extra work on a time and material basis, and the Subcontract Price shall be adjusted based on time records and material records checked by the Contractor on a daily basis. The Subcontractor shall not receive payment for additional work or work that deviates from the Drawings and Specifications performed without a written authorization from the Contractor. Within fourteen (14) days of receipt of direction to perform changed work, and in any event within the time permitted by the Agreement Between Dwner and Contractor for submission of quotations to the Owner, Subcontractor shall submit to Contractor one (1) original and six 6) copies of its quotation proposing the Increase or decrease in the Subcontract Price for the changed work. The quotation shall Include a detailed breakdown setting forth differences In quantity and value of labor and materials involved, and such additional cost Information as may . be requested by the Contractor, The Subcontractors mark-up for overhead and profit shall be the percentages set forth on Exhibit E attached . hereto, unless the Agreement Between Owner. and Contractor provides otherwise or provides fordifferent percentage mark-ups. Page 3 of 64 4117/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1.1380-1500 In the event that the Subcontractor fails to submit a quotation within the time limits set forth in this Article VII, the Contractor shall prepare a quotation with respect to the changed work proposing an estimated amount for the increase or decrease in the Subcontract Price for thechangedwork, and Subcontractor shall be bound by such estimate and shall be deemed to have waived any right to propose a different amount. Should Contractor elect to have changed work performed on a time and material basis in lieu of unit prices or a negotiated lump sum, and so notifies the Subcontractor in writing, the Subcontractor shall perform the changed work at Subcontractor's actual net cost plus the mark-up for overhead and profit set forth on Exhibit E, with or without a guaranteed maximum total cost, as directed by the Contractor. All charges for time and materials shall be substantiated by invoices and time slips checked and approved on a daily basis by the Contractor. The time for completion of the Subcontractors Work shall not be modified on account of changed work unless such modification is included in the quotation submitted by the Subcontractor with'respect to the changed work and is authorized by Change Order. if the time for completion of the Subcontractors Work is extended, as provided herein, any additional costs to the. Subcontractor resulting therefrom shall be waived unless set forth in the quotation submitted by the Subcontractor with respect to the changed work. Furthermore, any additional costs to the Subcontractor resulting from extensions of the time for completion of the Subcontractor's Work shall be limited to the amount received by the Contractor pursuant to the Agreement Between Owner and Contractor with respect to such extensions. ARTICLE VIII - PROCEDURES: Subcontractor shall strictly adhere to the procedures set forth in Exhibit B attached hereto. ARTICLE IX - INSPECTIONS DECISIONS OF ARCHITECT: The Work shall at all times be subject to inspection by the Contractor or the Architect and the Subcontractor shall provide safe, sufficient and proper facilities for such inspections. Subcontractor shall, commencing within twenty-four (24) hours after receiving written notice from Contractor, promptly take down and remove' allportions of the Work which Contractor or Architect shall condemn as unsound, improper, or in any way failing to conform to the Agreement Between Owner and Contractor or the Contract Documents and shall make good all Work damaged or destroyed thereby, all at Subcontractor's expense. If Subcontractor shall not remove and replace such Work within a reasonable time, Contractor may do so at the expense of Subcontractor_ Subcontractor shall be bound by the decisions of the Architect with respect to the quality and quantity of the Work, meaning of the Contract Documents, acceptability or persons performing the Work and other matters set forth in the Agreement Between Owner and Contractor to the same extent Contractor is bound thereby. ARTICLE X - SAFETY: The Subcontractor shall at its own cost and expense protect its employees and other persons from risk of death, injury or bodily harm arising out of or in any way connected with the Subcontractor's Work. The Subcontractor shall strictly comply with the Contractor's safety program for the Project and with all safety policies and procedures of the Contractor and the Owner. The Subcontractor shall strictly comply with all applicable statutes, regulations, orders, rules, requirements and standards of all, governmental authorities having jurisdiction with respect to the Project, including without limitation, Right to Know requirements, and Federal, state and local OSHA, Toxic and Hazardous Substances, Hazard Communication Standard and Lead Standard. The Subcontractor shall indemnify, defend and save the Contractor harmless from any liability, loss, cost, penalty, damage or expense, including attorneys' fees, which Contractor may incur as a result of any claim, damage, injury, course of action, proceeding, citation, or work stoppage arising out of or in any way connected with any alleged violation by Subcontractor of any such statute, regulation, order, rule, requirement or standard. The Subcontractor shall comply with all safety and electrical standards to ensure that all of its employees are protected by Ground Fault Circuit Interrupters as required, throughout the course of the SubcortracWs work. The Subcontractor responsible for installation of any and all temporary power service for the project shall provide it with Ground Fault Interrupter Protection. During the course of this Subcontract, the Subcontractor shall be responsible for maintaining air of such purity from its Work so that it will not cause harm, injury or discomfort to any individual if it is inhaled. The.Subcontractor shall provide adequate venblation, air circulation, and exhausting to meet this responsibility. The Subcontractor shall indemnify, defend and, hold harmless the Contractor as a result of any breach, ofduty in respect to Subcontractors violation of the above air standards. The Subcontractor shall not receive, use or store at the Site any hazardous substance unless contained in a container labeled with the original label appried by the manufacturer of such substance. The Subcontractor shall maintain at the Site and forward to the Contractor copies of the most current material safety data sheets with respect to each hazardous substance received, used, or stored at the Site by the Subcontractor. The Subcontractor shall immediately forward to the Contractor any updated material safety data sheets. The Subcontractor shall properly label, and inform the Contractor of, any pipes or piping systems containing hazardous substances used or maintained at the Site by the Subcontractor. Prior to the receipt of such materials at the Site, the Subcontractor shall submit a list of all materials which the Subcontractor Intends to receive, use or store at the Site that are classified as hazardous substances pursuant to applicable federal, state or local Employee or Community Right to Know statutes, regulations or requirements. ARTICLE XI - INDEMNITY: For and inconsideration of the first one hundred ($100.00) dollars of the subcontract price, Subcontractor agrees to indemnify and/or hold harmless the Contractor and Owner from liability for damages to persons or property caused In whole or In part by any act, omission, or default of the Subcontractor arising from this Agreement or violation of one of more applicable federal or slate laws. As used herein, the term damages shall mean any and all losses sustained by Contractor and Owner, including, but without limitation, any liens, judgments, claims, costs, attorneys fees, interest, incidental and consequential damages, lost profits, additional home office or project overhead, and/or professional fees. Notwithstanding the foregoing, the monetary limitation on the extent of this Indemnification provided to the Contractok and Owner shall be in the amount of twice the subcontract amount or $1 million per occurrence. whichever is greater. The obligations to indemnify under this agreement shall apply to all damages caused in whole or in part by any act, omission, of. a), Owner, (b) Contractor(c) Subcontractor, or (d) any of Subcontractor's contractors, subcontractors, sub -subcontractors, materialmen, or agents of any tier or their respective employees. However, this indemnification shall not include claims of, or damages resulting from, gross negligence, or willful, wanton or intentional misconduct of the Contractor, Owner or theiroffcers, directors, agents or employees, or for statutory violations or punitive damages except and to the extent the statutory violation or punitive damages are caused by or result from the acts or omissions of the Subcontractor or any of the Subcontractor's contractors, _subcontractors, sub -subcontractors, Page 4 of 64 a/ t 7/zo1 a WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380.1500 materialmen, or agents of any tier.or their respective employees. The provisions of Florida Statute §725.06 shall apply and to the extent that this paragraph is in any way inconsistent with that provision, said statute shall govern. ARTICLE XII - INSURANCE:Subcontractor shall maintain and pay for coverage of the types and with the limits set forth in Exhibit C attached hereto. Such coverage shalt be maintained in form and with companies acceptable to Contractor, Architect and Owner and shall, notwithstanding the requirements of Exhibit C, meet the applicable requirements imposed by the Agreement Between Owner and Contractor and any governmental authority having jurisdiction over the Work. The CGI_ and Excess/Umbrella Liability policies shall name the Owner, the Architect and the Contractor as additional insureds, shall provide that all additional insured coverage; both primary and excess; be exhausted first, be primary and non-contributory, and provide for thirty (30) days' notice of cancellation to Contractor. Cer0cates evidencing such insurance shall be delivered to Contractor prior to the commencement of the Work. All specified insurance coverage limits shall be deemed minimum coverage limits only. To the extent Subcontractors standard insurance policies provide greater limits, such greater limits shall apply to the Additional Insured Coverage required by this Subcontract. Subcontractor shall be responsible for any desired coverage against damage or loss to its own materials, facilities, tools, equipment, scaffolds, bracing and similar items not covered by Owners or Contractors builders risk policy. In all cases, Subcontractor is responsible for all deductibles on insurance claims submitted to Owner or Contractor. 11 The Contractor and the Subcontractor waive all rights against each other (and, in the case of the Subcontractor against the Owner and other subcontractors) for damages caused by fire and other perils to the extent covered by the insurance required to be maintained hereunder. ARTICLE All - WARRANTY: Subcontractor guarantees that the Work shall be free from defects and shall conform to and meet the requirements of the Agreement Between Owner and Contractor and the Contract Documents and applicable code requirements and shall furnish any separate guarantee for the Work or portions thereof required under the Agreement Between Owner and Contractor or the Contract Documents. Subcontractor agrees to make good, to the satisfaction of the Owner, any portion or portions of the Work which prove defective within one (1) year (or such longer period as may be specified in the Agreement Between Owner and Contractor or the Contract Documents) from the date of acceptance by the Owner, the Contractor, or their respective agents or assigns. ARTICLE XIV - DEFAULT: If the Subcontractor (a) fails to supply the labor, materials, equipment and supervision in sufficient time and quantity to meet the Contractors progress schedule as it may be modified; (b) causes stoppage or delay of or interference with the Project; (c) fails to pay its subcontractors, laborers, suppliers, materialmen and/or employees for work on the Project promptly, (d) fails to pay workers' compensation or other employee benefits, withholding or any other taxes; (e) falls to comply with the safety provisions of this Subcontract or with any safely order, regulation or requirement of any governing authority having jurisdiction over this Project; (f) makes unauthorized changes in supervisory personnel; (g) fails In the performance or observance of any of the provisions of this Subcontract; or (h) shall file a voluntary petition in bankruptcy or be adjudicated insolvent; obtain an order for relief under Section 301 of the Bankruptcy Code; file any petition or fail to contest any petition filed seeking any reorganization or similar relief under any laws relating to bankruptcy, insolvency or other relief or debtors; or seek or consent to or acquiesce in the appointment of any trustee, receiver or liquidator of any of its assets or property; make an assignment for the benefit of creditors; or make an admission in writing of its inability to pay Its debts as they became due, then Contractor, after giving the Subcontractor written (or oral, confirmed in writing) notice of such default and forty-eight (48) hours within which to cure such default, shall have the right to exercise any one or more of the following remedies: i) Require that Subcontractor utilize, at its own expense, additional labor, overtime labor (including Saturday and Sunday, work) and additional shifts as necessary to overcome the consequences of any delay attributable to Subcontractors default: ii) Remedy the default by whatever means Contractor may deem necessary or appropriate, including, but not limited to, correcting, furnishing, performing or otherwise completing the Work, or any part thereof, by itself or through others (utilizing where appropriate any materials and equipment previously purchased for that purpose by Subcontractor) and deducting the cost thereof from any monies due or to become due to Subcontractor hereunder; 0) After giving Subcontractor an additional forty-eight (48) hours' written (or oral, confirmed in writing) notice, terminate this Subcontract, without thereby waiving or releasing any rights or remedies against Subcontractor or its sureties, and by itself or through others take possession of the Work, and all materials, equipment, facilities, tools, scaffolds and appliances of Subcontractor relating to the work, for the purposes of completing the Work and securing to Contractor the payment of its costs and other damages under the Subcontract and for the breach thereof, and iv) Recover from Subcontractor all costs incurred by Contractor to complete the work plus a 10% mark-up for overhead and profit, and further recover from Subcontractor all losses, damages, penalties and fines, whether actual or liquidated, direct or consequential, and all reasonable attorneys' fees suffered or incurred by Contractor by reason of or as a result of Subcontractor's default. The foregoing remedies shall be considered separate and cumulative and shall be in addition to every other remedy given hereunder or under the Contract Documents, or now or hereafter at law or in equity. After completion of the Work by the exercise of any one or more of the above remedies and acceptance of the Work by Architect and payment therefor by Owner, Contractor shall promptly pay Subcontractor the balance of the Subcontract Price, if any. Subconlractor further agrees that its breach of any other agreement, contract, or subcontract between the Contractor (or a Joint Venture that Includes the Contractor) and Subcontractor pertaining to any other project or site shall be and constitutes a material "breach of this Subcontract. Subcontractor specifically agrees that, as a material matter of inducement and consideration for the award of this Subcontract, in the event of such breach of any other agreement, contract, or subcontract. the Contractor shall be entitled to all its rights and remedies providedhereunderwith respect to a breach of this Subcontract ARTICLE XV = CONTRACTOR'S EQUIPMENT: The Subcontractor shall be responsible for all unloading, moving, lifting, protection, securing and dispensing of its materials and equipment at the Project Site. The Subcontractor agrees that the Contractor's equipment and operators of such equipment will be available to the Subcontractor only at the Contractor's discretion and only on the basis of established rates or charges therefor. Page 5 of 64 411712018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1.1380-1500 ARTICLE XVI - CLEAN-UP AND REMOVAL OF DEBRIS, Unless otherwise provided herein, removal of rubbish and debris caused by the Subcontractor's Work shall be done by the Subcontractor whenever required by the Contractor. If such removal is not done by, the Subcontractor as directed, the Contractor may do so at the Subcontractors expense. The Project Site shall be maintained in an orderly and clean condition and the Subcontractor shall leave the Project Site, at the completion of the Subcontractor's Work, free of all rubbish and debris caused by the Subcontractor and in a condition satisfactory to the Contractor. The Contractor reserves the right to cause all unidentifiable debris to be removed from the Project Site and allocate the cost thereof, by way of back charge or otherwise among the responsible parties, as determined by the Contractor. ARTICLE XVII - ASSIGNMENT: Except as provided in Article XXVII, Subcontractor shall not assign, transfer, or further sublet this Subcontract, nor assign any monies due or to become due hereunder, except with the prior written consent of Contractor. Any assignment of this Subcontract consented to by Contractor shall not operate to relieve Subcontractor of primary responsibility to Contractor for the due and full performance hereof, and Subcontractor shall be liable to Contractor for all acts and• omissions of Subcontractors subcontractors and assignees. ARTICLE XVlll - INSPECTION OF SITE: Subcontractor represents that it has carefully inspected the Project Site and examined the Drawings and specifications and other Contract Documents and the applicable provisions of the Agreement Between Owner and Contractor and is familiar with and has satisfied itself as to the nature, location and amount of the Work, the Subcontractors access thereto and ability to perform the Work, local code requirements applicable to the Work and requirements of permits and inspections, safety and barricade requirements, the terms and conditions of applicable collective bargaining agreements, the terms of this Subcontract and all incorporated documents as well as the quality, quantity and availability of labor, materials, equipment and facilities and other items required for the performance of the Work and the limiting physical and other conditions which may be encountered in the performance of the Work and assumes all risks therefrom. ARTICLE XIX - DISPUTES:Claims, disputes and other matters in question that Contractor determines in its sole, reasonable discretion relate to actions or inactions of the Owner will be resolved according to the procedures identified in the Agreement between Owner and Contractor. All other claims, disputes and other matters in question arising out of or relating to this Subcontract may be decided by arbitration only by subsequent agreement of Contractor and Subcontractor. The pendency of a dispute shall not interfere with the progress of the Work by Subcontractor nor limit the right of Contractor to proceed, in good faith, to remedy an alleged default by Subcontractor. In case Subcontractor files a Miller Act suit or other action against the Contractor, its payment bond surety, or both, which may relate in whole or in part to the rights or duties of the Owner as to the Subcontractors Work, Subcontractor shall, upon the Contractors request, consent to such a stay of such suit or action pending the exhaustion of the procedures for the resolution of disputes under the Agreement Between Owner and Contractor. Subcontractor further agrees that its compliance with this process for the consistent resolution of disputes and claims shall not be deemed to be a waiver of its Miller Act rights. WAIVER OF JURY TRIAL ON DIRECT CLAIM AND COUNTERCLAIM. The parties hereto shall and they hereby do waive trial by jury in any action, proceeding or counterclaim brought by either of the parties hereto against the other on any matters whatsoever arising out of or in anyway connected with this Agreement, the relationship of Contractor and Subcontractor, and/or any claim of injury or damage. NOTICE OF CLAIMS. No claim for changed or extra work can be made against Contractor unless initiated by written notice to Contractor within ten (10) days of the event or occurrence giving rise to the alleged claim or such other time provided under the Agreement Between Owner and Contractor, whichever is shorter. ARTICLE XX - TAXES AND CONTRIBUTIONS: The Subcontract Price includes all pension, welfare, vacation, annuity and other benefit contributions payable in connection with the Work, and all taxes of every kind that have been or may be imposed, levied, or assessed by any governmental authority with respect to the Work, including taxes for labor, materials and equipment utilized in connection therewith and all sales, use, personal property, excise and payroll taxes. Upon request by Contractor, Subcontractor shall furnish satisfactory evidence of payment of such contributions and taxes. ARTICLE XXI - TERMINATION: Contractor shall have the right to terminate this Subcontract with or without cause, for the convenience of Contractor. In the event of termination for the Contractors convenience, compensation to Subcontractor shall be made on the same basis as that provided for in the Agreement Between Owner and Contractor or Contract Documents, or in the absence of applicable provisions then based on the percentage of the Work completed as of the date of termination. In no event shall Subcontractor be entitled to anticipated profits. ARTICLE.XXII - PAYMENTS: Subcontractor acknowledges that it has considered the Owner's solvency and Owners ability and or willingness to perform the terms of its contract with Contractor before entering into this Subcontract. Subcontractor acknowledges that it relies on the credit and ability to pay of the Owner, and not the Contractor, for payment for work performed hereunder. Subcontractor is entering into this Subcontract with the full understanding that Subcontractor is accepting the risk that the Owner may be unable or refuse to perform the terms of its contract with Contractor, Subcontractor agrees that as a condition precedent to Contractors obligation to make any payment to Subcontractor, the Contractor must receive payment from the Owner. Upon written request by Subcontractor, Contractor Will provide Subcontractor access to all information in Contractor's possession, if any, regarding the Owners solvency and ability to perform the terms of Owners contract with Contractor. In the event that the Contractor does not receive all or any part of the payment from the Owner in respect of Subcontractors Work, whether because of a claimed defect or deficiency in the Subcontractor's Work or for any other reason, the Contractor shall not be liable to the Subcontractor for any sums in respect thereto. In the event the Contractor shall incur any cost or expense.of any nature in preparing for the prosecution of, and prosecuting any claim against the Owner, whether by means of negotiations, arbitration or legal action, arising out of the Owners refusal to pay the Contractor for Work done by the Subcontractor, Contractor shall be entitled to deduct such costs and expenses from the amount due Subcontractor. Notwithstanding anything contained within the terms of Contractors payment and performance bond; unless the Agreement between Owner and Contractor specifically requires a payment bond that.is not conditioned upon payment from Owner, Subcontractor agrees that the payment bond provided by Contractor is intended to be and shall be treated as a conditional payment bond=issued pursuant to Florida Statute 711245. Page 6 of 64 4/1712018 r- . ._... . . . , WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-1500 ARTICLE XXIII REMEDIES IN THE EVENT DF BANKRUPTCY: The Contractor and the Subcontractor acknowledge and agree that successful completion of the Work within the time and financial parameters anticipated by the terms of this Subcontract, will require prompt and continued administration and performance by Subcontractor and other subcontractors and that any delay therein for any reason, including a bankruptcy proceeding respecting Subcontractor, would create immediate and Irreparable harm to the Owner, the Contractor and the other subcontractors. To that end, this Subcontract contains a right to terminate in the event of bankruptcy of the Subcontractor, it being recognized that such action would be necessary to avoid and minimize such delay and consequent damage to all concerned. If as a matter of law, the Contractor does not have the right due to a bankruptcy proceeding involving the Subcontractor to exercise the remedies provided for in this Subcontract, then if Subcontractor, as debtor or its trustee, wishes to assume this Subcontract, it must do so within ten days of the filling of the bankruptcy proceeding and, in addition to curing or adequately assuring the cure of all the Subcontractor's defaults existing under this Subcontract on the date of filing of the proceedings and thereafter, the Subcontractor, as debtor, or its trustee, must also furnish adequate assurances of future performance under this Subcontract. ARTICLE XXIV - EQUAL EMPLOYMENT DPPORTUNiTY:Contra clor is committed to nondiscrimination in employment. All qualified applicants are welcome to apply for jobs with Contractor. Contractor will not discriminate against any employee or applicant for employment because of race, color, national origin, sex, religion, age, individuals with a disability, military or protected veteran status, height, weight, familial status, or marital status, or any other protected condition or characteristic in conformity with all applicable federal, state and local laws and regulations to preserve the confidentiality of record regarding arrest, detention, or other disposition in which a conviction does not result. Contractor requires affirmative action to employ and advance employment of qualified protected veterans and individuals with disabilities. Contractor has adopted a policy requirement for best effort goals in effective Subcontractor Utilization of MBE, WBE, DBE; therefore, subcontractor should seek to achieve a goal of MBE, WBE and DBE participation in each total contract amount awarded in accordance with the percentages stated on page 1 of this Agreement. The provisions set forth herein are part of this Subcontract, and Subcontractor shall comply in full therewith. Subcontractor shall comply with all requirements of the Contractor including without limitation, inspections, reviews and reports, to insure Subcontractor's compliance with these provisions. The parties hereby incorporate the requirements of 4 t C.F.R. §§ 60-1.4(a)(7), 60-250.5, 60-74t-5, 60.300.5(a), and 29 C.F.R. Parts 470 and 471, if applicable. ARTICLE XXV - PERFORMANCE AND PAYMENT BONDS: If marked as a requirement on the Cover Page (page 1) of this Subcontract, the Subcontractor shall furnish Performance and Payment Bonds, each in the amount of one hundred (100%) percent of the Subcontract Price. The Performance and Payment Bonds shall be issued by a surety licensed in the state in which the work is to be performed. Additionally, the surety providing bonds for this subcontract must have an A.M. Best Rating of "B" or higher, be fisted in the Department of Treasury's Circular 570 entitled "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies (unless otherwise authorized In writing by the Contractor).The.bonds shall be on the Walbridge standard or other form as mandated by the Owner, and shall be multiple obligee bonds in favor of the Owner, the Owner's Lender, and the Contractor and their respective successors and assigns, and shall be increased in the event of an increase in the Subcontract Price. The premium for such bonds shall be included in the Subcontract Price. Additionally, Contractor may at any during performance of the work, require Subcontractor to furnish Performance and Payment Bonds, as stated above. In such event, the premium for such bonds will be added to the Subcontract price as a change order. ARTICLE XXVI - SPECIAL CONDITIONS: The Subcontractor shall comply with the Project Special Conditions set forth in Exhibit F attached hereto. In the..event of any conflict or inconsistency between the Special Conditions and any other provisions of this Subcontract, the Special Conditions shall supersede such conflicting or inconsistent other provisions and shall govern the rights and obligations of the parties. ARTICLE XXVII - SUB -SUBCONTRACTORS: A Sub -subcontractor is a person or entity who has a direct or indirect contract with the Subcontractor to perform any of the Work. By an appropriate written agreement, the form of which shall be subject to the Contractor's approval, the Subcontractor shall require each Sub -subcontractor to assume toward the Subcontractor an the obligations and responsibilities which the Subcontractor, by this Subcontract, assumes toward the Contractor. The Sub -subcontract shall strictly comply with the requirements of applicable provisions of the Agreement Between Owner and Contractor. The Sub -subcontract shall require the Sub -subcontractor to indemnify the Contractor and the Owner and their agents and employees according to the indemnity provision herein; shall require the Sub -subcontractor to provide insurance coverage set forth on Exhibit C; shall require the policies of the Sub -subcontractor to waive all rights against the Contractor, Owner and Subcontractor for damages caused by fire and other perils to the extent covered by the insurance required to be maintained under the Sub -subcontract or the Subcontract, and shall require the Sub-subconfractor to furnish to the Contractor all warranties required by the Subcontract, the Agreement Between Owner and Contractor and the Sub-subconfract The Sub -subcontractor shall be bound by all provisions of this Subcontract regarding payment, schedule, progress, delays and safety precautions. Subcontractor is required to assure that all sub -Subcontractors are property licensed and, upon demand of Contractor, shall supply Contractor with copies of sub -Subcontractors licenses. The Sub -subcontractor shall acknowledge and agree that In the event of the termination of this Subcontract and upon the request of the Contractor, the Subcontractor shall assign the Sub -subcontract to the Contractor and the Sub -subcontractor shall continue to perform its work on the Project, provided, however, that in the event of such assignment, the Contractor shall be obligated to pay the Sub -subcontractor for work performed after the effective date of such termination pursuant to the payment terms of the Sub -subcontract. It requested by the Contractor, the Subcontractor shall submit to the Contractor for approval a fist of the Sub -subcontractors and suppliers whom the Subcontractor intends to engage with respect to the Project. Failure of the Contractor to object to a proposed Sub -subcontractor or supplier shall not constitute a waiver of any of the requirements of this Subcontract. The Subcontractor shall be fully responsible for the acts, failures to act, errors or omissions of all of its Sub -subcontractors, suppliers and vendors, and their respective employees, and for the complete and proper performance of all work under each Sub -subcontract Failure of Subcontractor to strictly comply with the foregoing requirements shall constitute a material breach of this Subcontract. Page 7 of 64 4/17/2018 WALBRIDGE ALDINGER COMPANY ARTICLE XXVIII - MISCELLANEOUS: SUBCONTRACT 1-1380.1500 a) Subcontractor shall obtain and pay for all necessary permits and licenses and comply with all statutes, ordinances, rules, regulations and orders of any governmental or quasi -governmental authority applicable to the performance of the Work and be responsible for and correct any violations thereof- b) Contractor shall have the right to have an audit performed on all of Subcontractors records related to its Subcontract Pace and Subcontract Time adjustments. If any adjustment in Subcontract Price or Subcontract Time made under any Change Order or claim or dispute settlement was increased by a material and significant amount because the Subcontractor or Supplier, at any tier, made representations or furnished cost or pricing data of any kind that were Use, in error and/or incomplete, the Subcontract Price shall be correspondingly reduced as appropriate by Change Order. c) Subcontractor shall repair all damage to the Work or the work or property of others caused by Subcontractor. d) Subcontractor hereby expressly warrants that it shall, examine the work installed by others that affects Subcontractor's Work and that if any defects exist, Subcontractor shall immediately notify Contractor in writing and the Subcontractor shall not proceed until such defects are corrected or Subcontractor is given written authorization to proceed signed by an officer of Contractor. In the event Subcontractor fails to give notice as required herein, Subcontractor shall be deemed to have waived any claim with respect to such defects. e) This Subcontract and the Contract Documents are intended to supplement and complement each other and shall, where possible, be thus interpreted. If, however, any provision of this Subcontract irreconcilably conflicts with a provision of the other Contract Documents, the provision imposing the.greater duty on the Subcontractor shall govem. f} This Subcontract shall be binding upon and shall inure to the benefit of the parties hereto and their successors and permitted assigns. g) Except as provided in Article II with respect to backcharges and adjustments to the Subcontract Price permitted under this Subcontract, this Subcontract may be amended only by a written agreement executed by both parties. h) This Subcontract shall be null and void and of no effect in the event that (1) Contractor and the Owner do not enter into and execute the Agreement Between Owner and Contractor, (2) Contractor is unable to commence its work on the Project due to causes beyond its reasonable control, or (3) the Architect or Owner objects to Subcontractor. 1) No waiver by Contractor of any breach by Subcontractor of a provision of this Subcontract shall be deemed a waiver of any other provision hereof or of any subsequent breach by Subcontractor of such provision. 0) If any provision of this Subcontract (or the application thereof) is invalid or unenforceable to any extent, the remainder of this Subcontract (and other appiications thereof) shall not be affected thereby, and each provision of this Subcontract shall be valid and enforceable to the fullest extent permitted by law. k) This Subcontract shall be governed by the laws of the State of Florida, unless provided otherwise by the Agreement Between Owner and Contractor. Both the Subcontractor and the Contractor agree that resort to litigation in connection with this Subcontract shall only be to courts of applicable jurisdiction and venue located with Hillsborough County, Florida, or the United States District Court, Middle District of Florida, Tampa Division. 1) Acceptance of the terms of this agreement maybe accomplished by executing this Agreement or commencing performance of the Work, no modification of the terms of this Agreement shall be valid unless such modification is agreed to in writing by Contractor. m) Subcontractor's acceptance of this Subcontract is expressly limited to the terms and conditions contained herein. Any modification to this Subcontract or other terms set forth by Subcontractor are rejected in whole, unless included in a written Amendment specifically accepted and signed by Contractor. ARTICLE XXIX - ENTIRE AGREEMENT: This Subcontract and the documents incorporated herein sets forth the entire agreement between the Contractor and the Subcontractor. ARTICLE XXX - EXHIBITS: The following Exhibits are attached to and made a part of this Subcontract: Exhibit A — Contract Documents Exhibit B -- Procedures Exhibit C — Insurance Requirements Exhibit D — Scope of Work Exhibit E— Unit Price and Mark-ups Exhibit F -'Project Special Conditions Exhibit G - Drug Screening Program ARTICLE XXXI - AUTHORITY: By his signature on Page 1, the undersigned represents that he is duly authorized to execute this Subcontract on behalf of the Subcontractor. The Subcontractor Is: An Individual whose signature and address appears on Page 1 hereof. A partnership, full names of all Partners being: A corporation incorporated under the law of the State of FL for whom is authorized to sign contracts. Limited Liabl ity Company. Page 8 of 64 4117/2018 WALBRIDGE ALDINGER CDMPANY SUBCONTRACT 1-1380-1500 EXHIBIT A CONTRACT DOCUMENTS The Contract Documents consist of: 1. This Subcontract (and attached Exhibits A - G). 2. The Drawings as identified with the Project Number as marked by CPH. Inc. Project #S12014 listed herein. 3. Specifications as listed herein 4. Addendum 1-6 NUMBER DISCIPLINE TITLE REV DATE CD1.00 Front End DEMDLITION PLAN - PHASE 1 7/14/2017 CD1.01 Front End DEMDLITION PLAN - PHASE 1 7/14/2017 CD1.02 Front End DEMOLITION PLAN - PHASE 1 7/14/2017 CD1.03 Front End DEMOLITIDN PLAN - PHASE 1 7/14/2017 G101.PH1 Front End Project Information - Phase 1 7114/2017 G101.PH2 Front End Project Information - Phase 2 7/14/2017 G101.PH3 Front End Project Information- Phase 3 7/1412017 G1102.1 Front End Index of Drawings - Phase 1 711412017 G102.2 Front End Index of Drawings - Phase 1 7114/2017 G102.3 Front End Index of Drawings - Phase 1. 7/14/2017 G102.4 front End Index of Drawings - Phase 1 7114/2017 G102A Front End index of Drawings - General - Phase 1 711412017 G102B Front End Index of Drawings - General - Phase 2 7/14/2017 G102C Front End Index of Drawings - General - Phase 3 7/14/2017 G103 Front End Index of Drawings - Phase 2 7/1412017 G103.1 Front End Index of Drawings - Phase 2 7114/2017 G103.2 Front End Index of Drawings - Phase 2 7/14/2017 G104 Front End Index of Drawings - Phase 3 7114/2017 G104.1 Front End Index of Drawings - Phase 3 7/1412017 G104.2 Front End Index of Drawings - Phase 3 7/14/2017 G104.3 Front End index of Drawings - Phase 3 7114/2017 G1.01 Front End GENERAL NDTES 7/14/2017 G1.02 Front End AIRPORT NOTES ACCESS RDUTE AND STAGING NOTES 7/14/2017 G1.03 Front End SAFETY DURING CONSTRUCTION PLAN ACCESS ROUTE & 7111412017 STAGING PLANE PHASE I G1.04 Front End SHEET LAYOUT PLAN PHASE 1 711412017 G1.05 Front End PROJECT OVERVIEW - ALL PHASES 7/1412017 G1,06 Front End OVERVIEW - PHASE 1 7/14/2017 88 Division 0 - Public Entities Crime Affidavit 811112017 Procurement and Contracting Requirements Bg Division 0 - General Civil Rigts Provisions 8111/2017 Procurement and Contracting Requirements 82- 1 Division 0 - Equal Employment Opportunity Report Statement 8/20/2017 Procurement and Contracting Requirements 82- 2 Division 0 - Certification of Non -segregated Facilities 8/11 /2017 Procurement and Contracting Requirements B2- 3 Division 0- Public Entity Crime Affidavit 8/11/2017 Procurement and Contracting Requirements B24 Division 0 - Florida Statues on Public Entity Crimes 8111/2017 Procurement and Contracting Requirements 87 Division 0 - Certification of Non -Segregated Faciliteis Form 8h 1 /2017 Procurement and Contracting Requirements g -. Pa e9of64 . 4/17/2018 WALBRIDGE ALDINGER COMPANY SUBCONTRACT 1-1380-1500 B5-1 Division 0 - Proposal Bond 8/11/2017 Procurement and Contracting Requirements B6 Division 0 - Buy American Prefence Forms 8111/2017 Procurement and Contracting Requirements Appendix A Division 0 - JSM) Baggage Handling System Specifications 7114/2017 Procurement and Contracting Requirements Appendix B Division 0 - OSIA Construction Safety Manual — 8/25/2016 7114/2017 Procurement and Contracting Requirements Appendix C Division 0 - FAA Advisory Circulars 9/25/2017 Procurement and Contracting Requirements Appendix D Division 0 - Davis Bacon Wage Rates 7/14/2017 Procurement and Contracting Requirements Appendix E Division 0 - Geotechnical Report 7/14/2017 Procurement and Contracting Requirements Appendix F Division 0 - Security System Specifications (Available at Pre -Bid) 7/14/2017 Procurement and Contracting Requirements Appendix G Division 0 - Asbestos Report 7114/2017 Procurement and Contracting Requirements B10 Division 0 - , Clean Air and Water Pollution Control 8/11/2017 Procurement and Contracting Requirements B11 Division 0- Lobbying 8/11/2017 Procurement and Contracting Requirements B1-1 Division 0 - Proposal Form 911812017 Procurement and Contracting Requirements B12 Division 0 - Projecurement of Recovered Materials 8/1112017 Procurement and Contracting Requirements 63-1 Division 0 - Bidder's Qualifications 8111/2017 Procurement and Contracting Requirements 134-1 Division 0 - Disadvantaged Business Enterprise (DBE) Utilization Statement 8/1112017 Procurement and Contracting Requirements 134- 2 Division 0 - . Disadvantaged Business Enterprise (DBE) Letter of Intent 8/1112017 Procurement and Contracting Requirements 00 0101 Division 0 - Project Manual Cover Sheet Book One (Divisions 00-01) 7/14/2017 Procurement and Contracting Requirements 0001 02 Division 0 - Project Manual Cover Sheet Book Two (Divisions 02-16) 7/14/2017 Procurement and Contracting Requirements Page 10 of 64 4117/ 2018 k 3.oAN FORD Building & Fire Prevention Division PERMIT APPLICATION Application No: 16- '31 (P . Documented Construction Value: S Job Add . ress: la0c) Rea ckev46=6 b\'vd • Historic.District: Y'C'-s.l:]NoF] Parcel ID; Residentialn Comme, ire al Type of W r k:: NcAdditionAdditioAlteration 11 Repair n Deftio E]Change of U kn Move[] Description of Work: ico ( , Plan Review Contact Person: —Title: Phone; fax: n Property Owner Information Name Phone: Street.. Resident of property? City;-. Stale'.Zip: Contractor Information Name & O!'co :RitaA, C,6" rs" It lt,, Phone- _112\1-IL40-14-14, Stroet,5w tJW Gnky-Oriu, tr-'%vt, Fax-, -TAN' City, State, Zip,- 06'% uxcl't.a' AAW State License No.; Arthite,et/ Enginec,.,r.information Name: phone: Street: Fax: City, E- 7mail: St'zip..' Bonding Company: MortghgeLender: Address-, Address: WARNING TO OWNER: YOURTAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN, YOUR PAYING, NG, TWICEFOR IMPROVEMENTS TO YOUR PROPERTY. A'N0TI_CE OF COMMENCEMENT MUST.BE RECORDED AND POSTED ON THE JOB SITE BE -FORE THE FIRST INSPECTION. -IF YOU INTEND TO OBTAIN FINANCING,, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICROF COMMENCEMENT. ApPlicatibdis hereby made to obtain a permit to do, the work and installations as indicated, .1 certify that.,no worL,or,insWiation. ;has commenced prior to the issuance of a permit and that all workwill be performed to meet standards of all laws regulating, construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing,, signs, welts, pools, fufnacis,'boillerk, heaters, tanks, and air, conditioners, etc. FKC 11053 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) , Florida Buildin'g1"'Cod#'1,. Revised: Januaty. 1,' 201.8 Perinit Appliotion NOTICE: .In,addition to the requirements of this permit; there may be additional restrictions applicable to this property that may±be found in the publicrecords of this. county, and there maybe additional permits required from, -other governmental entities such.as water management districts, state: agencies, or federal agencies. Acceptance ofpermit;iswerification;that I will notify the owner of the property of the requirements of FloridaLien Law, FS 713. The City of Sanfordrequires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in, order to calculate aplan,review 'charge and will be considered the estimated construction value;of the job atr the time of submittal. The actual construction value will be. figured based on the current ICC Valuation' Table in effect at the time the permit is issued, in accordance. with local. ordinance. Should, calculated charges =figured off the executed .contract..exceed . the actual construction value, credit will be applied to your permiCtees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done'in compliance with all applicable laws regulating construction and zoning. 05• y_' Signature of Owner/Agent Mte Signature of Contr for/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Uwner/ Agent is Personally Known to Me or Produced I.D. Type -of -ID" Y enntk% A . Ger wt I Print: Contractor/ 11 Agent's Name; MY COMMISSION #;GG0,09' EXPIRES. Jcaly o6.;2020 Contractor/ Agents Personally Known to`,.Me or Produced ID 'Type;ofID Permits Required: Building: Electrical. Mechanical Plumbing[] Gas Roof 1-1 Construction Type: Occupancy Use: Flood:Zone: Total $ q:'Ftof Bldg .Min. Occupancy Load; _ # of'Stories: New Construction: Electric.- # of_Amps _ Plumbing - # of Fixtures Fire SprinklerPermit: Yes; No # of Heads FireAlarmPermit: Yes No APPROVALS: ZONING: ENGINEERING; COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING': Revised: January 1, 20 18 Permit Application WAL RI®GE AL®INGER COMPANY 100 S. Ashley Drive, Suite 350 Phone: 813-622-8900 Tampa, Florida 33602 Fax: 813-664-0505 SUBCONTRACT DATE4/26/2018 SUBCONTRACT NO. 1-1380-1600 VENDOR NO:66652 COST CODE:16999 - General Electrical W/A COMPANY NO: 10-WA SUBCONTRACTOR: Gereico Electrical Contractors Inc. 560 N.W. Enterprise Drive Port Saint Lucie, FL 34986 Attn: Ken Geremia Jr. 772-340-7474 Phone/772-340-7475 Fax Florida Certified Contractors License No. SUBCONTRACT FOR: Electrical PROJECT AND SITE: Sanford International Airport Terminal Expansion 1200 Red Cleveland Blvd. Sanford, FL 32773 OWNER: Sanford Airport Authority 1200 Red Cleveland Boulevard Sanford, FL 32773 ARCHITECTIENGINEER: CPH Inc. 500 West Fulton Street Sanford, FL 32771 AGREEMENT BETWEEN OWNER AND CONTRACTOR: Dated the 8th day of February2018 SUBCONTRACT PRICE: Seven million five hundred eleven thousand $7,511,309,00 three hundred nine and 00/100 INCLUDES PERFORMANCE BOND AND PAYMENT BOND PREMIUM: Yes $ 95,819.00 SUBCONTRACTOR ENROLLED IN S.I.P.: No RETAIN AGE: 10,00% DRUG AND ALCOHOL TESTING SITE Yes (See Exhibit G) ENTERPRISE DIVERSITY GOAL: ((101/. MBE, 4% WBE, 5% VOB)) Total Goal) COMMITTED GOAL: (0.00% MBE) (0.00% WBE) (0.00% VET) (18.30% OTHER) Walbridge Aldinger Company ("Contractor") and Gereico .Electrical Contractors Inc_ ("Subcontractor") with offices at the address shown above, hereby agree to, and execute this Subcontract, with all Articles and Exhibits attached and incorporated herein, as of the date stated above. j WALBRIDGE ALDINGER COMPANY By: Tim Sewell Title: Vice President Date' cc r Inc.: By: : wf tie fviholSr Title,• Date: bject to Attached Rider 8 Aulhor. Jim Peli Approved by: Date. 412612018 Revision 02.212018 RIDER TO SUBCONTRACT # 1-1380-1600 Contractor: Walbridge Aldinger Company 9942 Currie Dr., Suite H Tampa, FL 33619 Subcontractor: Gerelco Electrical Contractors Inc. 560 N.W. Enterprise Drive Port Saint Lucie, FL 34986 Project: Sanford International Airport Terminal Expansion 1200 Red Cleveland Boulevard Sanford, FL 32773 The below listed provisions shall modify the Subcontract and take precedence over any conflicting provision in the Subcontract: 1. Art. I, second paragraph, add a new sentence after the first sentence: Contractor assumes towards Subcontractor the same obligations assumed towards the Owner in the Agreement between Owner and Contractor, but only to the extent applicable, based on Subcontractor's scope of work". 2. Art. V and XIV- clarify that the progress schedule Subcontractor is bound to, as provided in the Subcontract, has to be reviewed and agreed by Subcontractor. 3. Clarify that Subcontractor shall not be liable for delay damages to the extent such delay was caused by others, not within Subcontractor's control. The total amount of Liquidated damages that can be charged against Subcontractor shall not exceed $250,000. 4. Art. V, 3'd paragraph and Art. X1 delete the word "consequential' and insert at the end of Art. V, 311" paragraph the following: "Neither party shall be liable to the other one for consequential damages arising out of this Subcontract, except to the extent covered by insurance': 5. Art. VI, add at the end 'unless such damages are permitted in the Agreement between Owner and Contractor and recovered by Contractor on behalf of Subcontractor". 6. Art. XII, Exhibit B items 12 and 13, clarify that Subcontractor shall not be liable for damages to their Work or the Project caused by others not under Subcontractor's supervision and control. 7. Art. VII, 3rd paragraph, add at the end "unless Subcontractor notifies Contractor in writing within 3 business days of receipt of such quotation of its objection and proposes another one promptly". 8. Art. IX, second sentence, modify to read:. "Subcontractor shall, commencing within 48 hrs. after receiving written notice from Contractor, unless such notice relates to safety violations or emergency issues, in which case the term shall be 24 hrs., promptly take down... expense 9. Art. XIII- add at the end "Subcontractor shall assign to Contractor all manufacturers warranties on major equipment': a 10. Art. XIV- first paragraph, replace 48 hrs., with 72 hrs. 11. Art. XXI, after "with or without cause" insert "upon Written notice': 12. Art, XXII, 2"a paragraph, lastsentence, add at the end "upon mutual agreement with Subcontractor" 13. Exhibit e, Item 21- clarlfy that Contractor shall be responsible for the layout of the framing, and Subcontractor shall be liable for the layout of its Work. Accepted By: Gerelco Electricpl Contract r Inc. Walbridge Aldi Signature Vtnn0h A. G ic,." Sign re % Date Date ny AUG 1 5 2018 PERMIT APPLICATION Masfei-,Permef -/7-37,6-z i Plan I Review Contact Person: 8)11 Pj&dOesnn Title: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Name: Street. City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail:.._._ Mortgage Lender: Address.: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN YOUR PAYING TWICE.FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOWSITE BEFORE THE FIRST INSPECTION, IF YOU INEND TO OBTAIN FINANCING, CONSULT WITH. YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cominenced.prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, sign.s, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. i FBC 105.3:Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code NOTICE: In addition to.the requirements of this permit, there may be additioml'restrictions applicable to this property that may bc£ound in die public. records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencles. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien taw, rS 7i 3, The City of Sanford requires', payment of a plan review'fee at the time of permit submittal: A copy of the executed contract is required in order to calculate a plan review charge and wall be considered the estimaied:construction value of the job at the time of submittal. The actual construction value will be figured basedn the current IC:C Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is Issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing informatio s-_+e__ra%artcl t at all work will be true doneincompliancewithallapplicablelawsregulatingconsnand zoning, Signature'of Owner/Agent Date Print Owner/ Awit's!Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced I. D Type of ID t Date JdH n Mah2.e ! jdc' Print Contractor/ Agent's Name%ti\11Hiiilitlj7r 1 NItit 1 1uAM Bq Gl i i pwt 2, Ffe i signature of Notary- tate of Z 3 sY 2p •i OF 157855 . 6 on, Contractor/Agent is Person: Produced ID Type of ID. BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min..Occupancy Load: # of Stories: New Construction, Electric- # of Amps Plumbing- # of Fixtures Fire Sprinkler Permit: Yes !No # of Heads Fire Alarm Permit: Yes []No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: YdALB I®GE AL®INGER COMPANY 100 S. Ashley Drive, Suite 350 Phone: 813-622-8900 Tampa, Florida 33602 Fax: 813-664-0505 SUBCONTRACT DATE:4/11/2018 SUBCONTRACT NO. 1-1380-0701 VENDOR NO:66022 COST CODE:07999 - Gen Thermal & Moist Protect W/A COMPANY NO: 10-WA SUBCONTRACTOR: P & A Roofing and Sheet Metal Inc. 4495 35th St Orlando, FL 32811 Attn: William Clements 407-650-9541 Phone / 407-650-9542 Fax Florida Certified Contractors License No. SUBCONTRACT FOR: Roofing / Metal Wall Panels PROJECT AND SITE: Sanford International Airport Terminal Expansion 1200 Red Cleveland Blvd. Sanford, FL 32773 OWNER: Sanford Airport Authority 1200 Red Cleveland Boulevard Sanford, FL 32773 ARCHITECT/ENGINEER: CPH.Inc, 500 West Fulton Street Sanford, FL 32771 AGREEMENT BETWEEN OWNER AND CONTRACTOR: 8th day of February. 2018 (Dated) SUBCONTRACT PRICE: Two million four hundred thousand and 00/100 $2,400,000.00 INCLUDES PERFORMANCE BOND AND PAYMENT BOND PREMIUM: No SUBCONTRACTOR ENROLLED IN S.I.P.:Y RETAINAGE: 10.00% DRUG AND ALCOHOL TESTING SITE Yes (See Exhibit G) ENTERPRISE DIVERSITY GOAL: ((10% MBE, 4% WBE, 5% VOB)) Total Goal) COMMITTED GOAL: (0.00% MBE) (0.00% WBE) (0.00% VET) (0.00% OTHER) Walbridge Aldinger Company ("Contractor") and P & A Roofing and Sheet Metal Inc. ("Subcontractor') with offices at the address shown above, hereby agree to, and execute this Subcontract, with all Articles and Exhibits attached and incorporated herein, as of the date stated above. WALBRIDGE ALDINGER COMPANY By: Tim Sewell Title: Vice President Date: SUBCONTRACTOR:P & A Roofing and Sheet Metal Inc.: By: Title: Date: Author:Jim Peli Approved by: Date: 4/11/2018 Revision 02.21.2018 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855'541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00003762 Date 8/16/18 Application pin number . . . 915936 Property Address . . . . . . 1200 RED CLEVELAND BLVD Parcel Number . . . . . . . . 04.20.31.300-0150-0000 Application type description NEW OFFICES, BANKS, ETC. Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 102813767 Application desc terminal addition Owner SANFORD AIRPORT AUTHORITY 1200 RED CLEVELAND BLVD SANFORD FL 32773 Contractor WALBRIDGE 777 WOODWARD AVE STE 300 DETROIT MI 48226 Structure Information 000 000 INSTALL METAL ROOF Construction Type . . . . . CONCRETE BLK WITH FRM EXT Occupancy Type . . . . . . ASSEMBLY USE GROUP Roof Type,. METAL ROOFING Other struct info . . . . . FIRE ALARM NA PLUMBING FIXTURES 1.00 NUMBER OF STORIES 2.00 OCCUPANT LOAD 1.00 FIRE SPRINKLER SYSTEM NA SQUARE FOOTAGE 11066.00 NUMBER OF UNITS 1.00 Permit . . . . . . COMMERCIAL ROOFING PERMIT Additional desc . Phone Access Code 1071257 Permit pin number 1071257 Sub Contractor P & A ROOFING AND SHEET METAL Permit Fee . . . . 16840.00 Issue Date . . . . 8/16/18 Valuation . . 2400000 Expiration Date . . 2/12/19 Qty Unit Charge Per Extension BASE FEE 40.00 2400.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 16800.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required'since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov AGENT FROM AIRPORT CAME IN TO PAY PLANS REVIEW FEE AND APP FEE. NO NOTES NO DVC NO PAPER WORK, BUT CALL DAVES THE APP WAS ON HIS DESK NO DOCUMENT VALUE OF CONTRACT, I PLAYED WITH THE NUMBER AND FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 Documented Construction Value: $ 1,014,800.00 Job Address: 1200 Red Cleveland Blvd, Sanford, FL 32773 Historic District: Yes No` Parcel ID: 05-20-31-300-0010-296D Residential Commercial Type of Work: New AdditionZ Alteration Repair Demo Change of Use Move Description of Work: Perform Fire Alarm system work per the contract and the submitted shop drawings Plan Review Contact Person: Joyce Foltz Phone: 407-466-9710 Fax: 407-235-1129 Title: Project Coordinator Email: joyce.foltz@jci.com Property Owner Information Name Sanford Airport Authority/City Sanford Street: 1 Red Cleveland Ste 100 Blvd City, State Zip: Sanford, FL 32773 Name Johnson Controls Street: 6830 Shadowridge Drive City, State Zip: Orlando, FL 32812 Name: Street: City, St, Zip: Bonding Company: Address: Phone: HUIIn Resident of property? : Contractor Information Phone: 407-235-1129 Fax: 407-235-1150 State License No.: EF0000809 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5rh Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1zal, 4yztcl Signature of Owner/Agent Date Si ature of Contractor/Agent Date ymond Eldredge Print Owner/Agent's Name Print Contractor/Agent's Name Signature of NotaryState of Florida Date Signatu e PYo JOYCE M. FOLTZ Commission # GG 145890 Expires September25 2021 Bonded Thru Troy Fain Insurance BW385-7019 Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID AJA Type of ID &)iq BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical Mechanical Plumbing0 GasFJ Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes ` No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: F ' :1 BUILDING: COMMENTS: Revised June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: V4011 e I hereby name and appoint: Robert Kidwell, Stacy Beckford, Allison Beckford, Craig Dupree an agent of: Johnson Controls, Signature Permitting Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do -all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 1200 Red Cleveland Blvd Street Address) Expiration Date for This Limited Power of Attorney: 8/2/18 License Holder Name: Raymond Eldredge State License Number: EF0000809 Signature of License Holder: STATE OF FLORIDA COUNTY OF Of-&I-Acr The foregoing instrument was acknowledged before me this cZ day of , 201, by oncpEi cj peen who is 'personally known to me or who has produced V 1'J '0 as identification and who did (did not) take an oath. l Sign ture, ol.ava,L'?f.TOtQI l7 - JOY c e M Commission # GG 145890 Print or type name Expires September 25, 2021 Bonded Tfru Troy Fain Insurance 800-385.7019 Notary Public - State of Commission No. (& My Commission Expires: o7ur SR-f oZ(%o j Rev. 08.12) RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY bFlodda STATE OF FLORIDA DEPARTMENT OF BUSINESS AN D PROFESSIONAL REGULATION E ELECTRICAL eQNTTI 4CTORS L CENS ING BOARD rat, atE" THE ALARM SYS TTEM,C®NTRAhCMTORIHE`REI NISCE,RTI FIED UNDER THE PROVISI, O"N S OF GWAP. TERy489a FLOR1'DMSTATUTES k ai ai Y s w f . y ' I .' yL: DR=EDGE- /f{ YO°®TROY I I} ,, + e' a 4 r' tI JOyH° N#SON,,C' NTROLSFERE°PR®TECTI N-LP I 0, 600!:81HA kti WRI D.GrE DR SOU' `ITE 211 r yOR:ANDU FL3'2812 ti LICENSE NUt/IBER:-EFO, 00809 iii EXPIRATIO' 44MATy rE AU_GUST 31, 2020 Always verify licenses online at MyFloridal-icense.com f Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 4 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) 09/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE. HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS -,CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Marsh USA Inc: 411 East Wisconsin Avenue CONTACT NAME: PHONE FAX N A/C No): E-MAILADDRESS: Suite 1300 - Milwaukee, WI '53202 Attn: JCI.Certrequest@marsh.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Old Republic Insurance Company 24147011077-TycoE-GAWUB-1 7-18 INSURED Johnson Controls, Inc. INSURER B :ACE Property and CasualtyInsurance Company 20699 Tyco International Holding S.a.r.l, INSURER C : INSURER DSimplexGrinnellLP see attached Acord 101) 5757 North Green Bay Avenue INSURER E INSURER FMilwaukee, WI 53209 COVERAGES CERTIFICATE NUMBER: CHI'008653865-03 REVISION NUMBER: 0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.. NOTWITHSTANDING ANY. REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTRLT TYPE OF INSURANCE - ADDL SUBR POLICY NUMBER POLICY EFF MM / DIYYYY POLICY EXP MM/DDfYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY MWZY 310897 10/01/2017 10/01/2018 EACH OCCURRENCE 10,000,000 CLAIMS -MADE El OCCUR AMAI To RENTEDPREMSES (E. occurante)$ 10,000,000 X MED EXP (Any one person) 50,000ContractualLiability X XCU Included PERSONAL & ADV INJURY 10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 30,000,000 X POLICY PROJECT LOC PRODUCTS -COMP/OP AGG INC IN GEN AGG OTHER: A AUTOMOBILE LIABILITY MWTB 310896 (Excludes New Hamp) 10/01/2017 10/01/2018 COEaMaccccda" I SINGLE LIMIT ident 7,500,000 BODILY INJURY (Per person) AXANYAUTOMWTB310898 (New Hampshire Only) 10/01/2017 10/01/2018 OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident - HIRED NON -OWNED AUTOS ONLY AUTOS ONLY New Hampshire (CSL) 250,000 X UMBRELLALIAB X OCCUR G28162509 002 10/0112017 10/01/2018 EACH OCCURRENCE 5,000,000 A EXCESS LIAB CLAIMS -MADE MWZX 310899 (NH - Excess Auto Only) 10/01/2017 10/01/2018 XAGGREGATE 5,000,000 DED RETENTION $ New Hampshire Excess 7,250,000 A A WORKERS COMPENSATION AND EMPLOYER LIABILITY Y / N ANYPROPRIETOR/ PARTN ER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? Mandatory in NH) NIA MWC31089300( AOS- see page 2) MWXS 310894 (OH & WA) 7 / / 7- 10/ 0112017 10/ 01/2018. 10I01I2018 X PER OTH- STATUTE. ER E. L. EACH ACCIDENT 5,000,000 E. L. DISEASE - EA EMPLOYEE 5,000,000 E. L. DISEASE - POLICY LIMIT 5,000,000 Ifyes, describe under DESCRIPTION OF OPERATIONS below Builders Risk/Install/ Cents. See Attached or Rental Eqp./ & See Attached DESCRIPTION OF OPERATIONS./ LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) See attached Acord 101 for additional information including Additional Insured, Primary/Non-contributory, Waiver of Subrogation and Notice of Cancellation provisions. CERTIFICATE HOLDER CANCELLATION City of Sanford SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 300 N Park Ave THE EXPIRATION DATE THEREOF,, NOTICE WILL BE DELIVERED IN Sanford, FL 32771 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi MukherjeeLctv nei z ,.iti4u r nanc ACORD 25 (2016/03) @ 1988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD This.Agreement, made on this 28th day. of June, 2018, between Gerelco Electrical Contractors; Inc., whose address is 560 N.W Enterprise Drive`Port St.. Lucie, FL 34986 hereinafter called the Contractor,; and Simplex Grinnell/Johnson Controls, Inc , whose address is 6830 Shadowridge Drive Orlando, FL 32812, hereinafter called the Subcontractor. Witnesseth: Whereas, the CONTRACTOR, has previously entered into contracvwith Walbridge Aldinger Company Hereinafter referred to as the'Prime Contractwith Sanford Airport Authority hereinafter called the Principal for the construction of Project Name: Sanford, internationalAirport Terminal Expansion GECI, Project No: O1-3745 Financial Project No: N/A Federal Aid Project No: N/A Contract No: 1-WO -1600 County: Seminole Which Prime.Contract is expressly incorporated herein by reference (excluding. any provisions regarding payment).. The Work to be completed. by the Subcontractor includes the following: Complete and Operable FA, Access Control and' VideoSurveillance, andwillbeperformedforthefollowinglumpsumprice $1,014,800.00, The full description, of the Work to be performed under, this agreement and unit price, as applicable, is attached hereto and .incorporated herein as Exhibit A". ' Furthermore, Subcontractor Instructions and document requirements are attached hereto and incorporated herein 'as Exhibit B'-" and' JCI scopes of work. Now, for and in consideration of the mutual covenants and agreements contained, herein and other good and valuable consideration; the receipt'whereof is hereby acknowledged,. the Subcontractor and Contractor have jointly negotiated drafted .and agreed as follows: Article. I. SCOPE of Work. a) The Subcontractor; at its own cost, shall provide, supply and furnish all materials, supplies and equipment, except otherwise herein provided; and perform, supervise; and pay for all labor required for the completion of items of Work or parts thereof. in ` accordance with all provisions of the Prime Contract and of the specification and plans referred to herein; and all work incidental thereto as may, be directed by change•order, all of which are hereby made a part of this agreement,. and under the direction to the satisfaction of the Contractor, Principal, Principal's Engineer, Owner or other, authorized representative in charge of said work. The Subcontractor' s employees shall not exceed the number required to perform the work efficiently and within.the time specified herein for the completion of the'work, and the wages received shall be the same as paid by the Contractor for similar work. Subcontractor's` scope of'work shall include all work reasonable inferable from review of the applicable Contract Documents whether the,same, mayor may , not be particularly &scribed.therein. The Subcontractor further agrees toperform all obligations pursuant to Exhibit A, which is attached hereto and incorporated herein. b) Rentals paid or incurred for equipment shall not exceed the amount paid by the Contractor for similar' equipment. The Subcontractor shall not purchase material to be used in the prosecution of the work or in connection,therewith,in excess of the quantity required; and Subcontractor shall.upon demand, submit payroll, connection orders; and rental agreements to Contractor for approval. in advance. Contracts of employment, material orders, and leases of equipment not so approved, shall be void at the option of the Contractor: 6) The Prime Contract, including all plans, specifications, instructions to bidders, bid.of Principal, general; conditions„special conditions, technical provisions, schedules, exhibits, supplements, and addenda thereto issued prior to the execution' of this Subcontract, and subsequent modifications thereto (hereinafter "Contract Documents"), are hereby made a part of this Subcontract as if attached hereto or repeated verbatim herein. All terms and provisions of the Prime Contract shall be fully binding upon Subcontractor, unless stated otherwise in this Subcontract. Unless specified otherwise by Contractor, should there be a conflict between the Subcontract and the Prime Contract, the provision imposing the highest standard or most strict requirement upon, or, at Contractor's election, the provision resulting in the lowest amount due to the Subcontractor, shall control: Subcontractor acknowledges and represents that he has read, is familiar with and agrees to be bound by all of the obligations contained in the Prime 2 Contractor' s Initials PE Subcontractor's Initials c. Remove subparagraph (e) in its entirety. 5.. ARTICLE XVI, BOND AND INSURANCE— modify as follows: Item (B) 1) -Add the following language to the end of subparagraph: "Notwithstanding anything contained herein, the required entities shall be added as additional insured but only to the extent of Subcontractor's negligence and indemnification obligations." 6. Add the following as an ARTICLES: RECIPROCAL WAIVER OF CLAIMS (SAFETY ACT) - Certain of Subcontractor's systems and services have received, Certification and/or Designation as Qualified Anti -Terrorism Technologies ("QATT") under the Support Anti -terrorism by Fostering Effective Technologies Act of 2002, 6 U.S.C: §§ 441-444 (the SAFETY Act"). As required under 6 C.F.R. 25.5 (e), to the maximum extent permitted by law, Subcontractor and Contractor hereby agree to waive their right to make any claims against the: other for any losses, including business interruption losses, sustained by either party, or their respective employees, resulting from an activity resulting -from an "Act of Terrorism",as defined in 6 C.F.R. 25.21when QATT have been deployed in defense against, response to, or recovery from such Act of Terrorism. 7. E.E.O. START UP PACKAGE CHECK LIST: Subcontractor request removal of the requirement for "Certified Payrolls & Wage Requirements" if this is not a federally funded project. Other than as set forth to the contrary herein, all terms and conditions of the Agreement remain in effect and unchanged. Pursuant to our discussion, SimplexGrinnell submits these amendments to your standard terms and conditions for all future agreements between SimplexGrinnell LP and Gerelco / Gerelcom_in order to expedite any future agreements. Please acknowledge receipt and acceptance by signing below and returning a copy to: IN WITNESS WHEREOF, the parties, by its duly authorized representative have executed this Amendment effective as of the date. and year written below. Gerelco. / Gerelcom Inc. Co ractor") By: Tit le:d.btv_ CE1PRSI060T Date: 39 clot 201 Qi SimolexGrinnell LP C` Subcontractor") By: Perry Ehli Title: AIM Date: 6/28/2018 p CC? q®®_ f-g iJA CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 09/19/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE •ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT:- If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Marsh USA Inc. 411 East Wisconsin Avenue CONTACT NAME: PHONE FAXA/C No: E-MAILADDRESS: Suite 1300 Milwaukee, WI 53202 Attn: JCI.Certrequest@marsh.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Old Republic Insurance Company 24147CN101230596-TycoE-GAWUB-18- INSURED, Johnson Controls, Inc. INSURER B : ACE Property and Casualty Insurance Company 20699 Tyco International Holding S.a.cl. INSURER c : INSURER D SimplexGnnnell LP see attached Acord 101) 5757 North Green Bay Avenue INSURER E : INSURER FMilwaukee, WI 53209 COVERAGES CERTIFICATE NUMBER: CHI-008653865-05 REVISION NUMBER: 0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID CLAIMS. INSRLTRLT TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFFMM/DD/YYYY POLICY EXPMM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY MWZY313947 10/01/2018 10/01/2019 EACH OCCURRENCE 10,000,000 CLAIMS -MADE. D1 OCCUR DAMAGEPREMSES 6a occur ante 10,000,000 X IVIED EXP (Anyone person) 50,000ContractualLiability X XCU Included PERSONAL & ADV INJURY 10,000XI) AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 30,000,000GEN'L X PRO-JECT LOCPOLICY PRODUCTS - COMP/OPAGG INC INGENAGG OTHER` A AUTOMOBILE LIABILITY MWTB 313946 (Excludes New Hamp) 10/01/2018 10/01/2019 COMBINED SINGLE LIMIT Ea accident 7,500,000 BODILY INJURY (Per person) A X ANY AUTO MWTB 313949 (Primary NH $250k) 10/01/2018 10/01/2019 A OWNED SCHEDULED AUTOS ONLY AUTOS - MWZX 313950 (Excess NH $7.25mm) 10/01/2018 10/01/2019 BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY Excess NH Auto is Follow Form to Primary NH Auto X UMBRELLALIAB X OCCUR G28162509003 10/01/2018 10/01/2019 EACH OCCURRENCE 5,000,000 X AGGREGATE 5,000,000EXCESSLIABCLAIMS -MADE DED RETENTION$ A A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETORIPARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDE D?7 Mandatory in NH) N/A MWC 313943 00 (AOS - see page 2) MWXS 313944 (OH & WA) 10/01/2018 10/01/2018 10/01/2019 10/01/2019 X PER OTH- STATUTE I ER E.L. EACH ACCIDENT 5,000,000 E.L. DISEASE - EA EMPLOYEE 5,000,000 E.L. DISEASE - POLICY LIMIT 5,000,000Ifyes, describe under DESCRIPTION OF OPERATIONS below Builders Risk/ Install/ Contr. See Attached or Rental Eqp./ & See Attached DESCRIPTION OF -OPERATIONS /LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) See attached Acord 101 for additional information including Additional Insured, Primary/Non-contributory, Waiver of Subrogation and Notice of Cancellation provisions.. f'r DTIrICATC unl 11CD rANrFI I ATInNI City of Sanford SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 300 N Park Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sanford, FL 32771 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee _iLauae~: @ 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (201.6/03) The ACORD name and logo are registered marks of ACORD Johnson Controls Fire Protection LP PERMIT..- Johnson Controls Project #: 607500001 Orlando Sanford International Airport Upgrade Address: 1200 Cleveland Blvd Sanford, FL 32773 Submitted By: Johnson Controls Fire Protection LP Address: 6830 Shadowridge Drive Suite 211 Orlando Florida, 32812 Phone: (407)235-1100 Fax: (407) 235-1150 www.aci.com Project Personnel: Omar Martinez, Sales Representative (407) 235-1179 Bob Kidwell, Project Manager (321) 212-8143 Raymond Eldredge, Operation Manager (407) 235-1152 Frank Manger, Service Manager (407) 235-1164 Johnson 010 controls Fire, Security, Communications, Workforce Solutions, Sales & Service Offices & Representatives in Principal Cities throughout the World S SiMplEx UL, ULC, CSFM Listed; FM Approved, MEA (NYC) Features 4100ES Fire Control Panels 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Figure 1: 4100E5 Cabinets are available with one, two or three bays (two bay cabinet shown) Master Controller (top) bay: 32-Bit Master Controller with color -coded operator interface including raised switches for high confidence feedback Dual configuration program CPU, convenient service port access, and capacity for up to 2500 addressable points CPU assembly includes 2 GB dedicated compact flash memory for on - site system programming and information storage System power supply (SPS) and charger (9 A total) with on -board: NACs, IDNet addressable device interface, programmable auxiliary output and alarm relay Available with InfoAlarm Command Center expanded content user interface (see data sheet S4100-0045) Upgrade kits are available for existing control panels Network compatibility: Compatible with Simplex ES Net or 4120 Fire Alarm Networks Standard addressable interfaces include: IDNet addressable device interface with 250 points that support TrueAlarm analog sensing and operate with either shielded or unshielded twisted pair wiring Remote annunciator module support via RUI+ (remote unit interface) communications port Optional modules include: Building Network Interface Module (BNIC) for Ethernet connectivity options (see data sheet 54100-0061) Electrically isolated output IDNet 2 (two loop) and IDNet 2+2 (four loop) modules with short circuit isolation output loops allowing use with either shielded or unshielded, twisted or untwisted single pair wiring Fire Alarm Network Interfaces, DACTs, city connections, and up to five 5) RS-232 ports for printers and terminals IP communicator compatibility MAPNET II addressable device modules and MAPNET II quad isolator modules Alarm relays, auxiliary relays, additional power supplies, IDC modules, NAC expansion modules Service modems, VESDA Air Aspiration Systems interface, ASHRAE BACnet Interface, TCP/IP Bridges LED/switch modules and panel mount printers Emergency communications systems (ECS) equipment; 8 channel digital audio or 2 channel analog audio Battery brackets for seismic area protection 8-point zone/relay module, each point is selectable as an IDC input or relay output. Class A IDCs require 2 points (one out and one return). Relays rated for 2 A @ 30 VDC (resistive) and configurable as either normally open or normally closed. Compatible with Simplex remotely located 4009 IDNet NAC Extenders, up to ten per IDNet SLC Listings information UL 864, Fire Detection and Control (UOJZ), Smoke Control Service UUKQ, Releasing Device Service (SYZV) UL 1076, Proprietary Alarm Units - Burglar (APOU) UL 2017, Process Management Equipment (QVAX), Emergency Alarm System Control Units (FSZI) UL 1730, Smoke Detector Monitor (UULH) UL 2572, Mass Notification Systems (PGWM) CAN/ULC-5527 Control Units for Fire Alarm Systems (UOJZ7), Releasing Device Service (SYZV7) ULC/0RD-C1076 Proprietary Burglar Alarm Units and Systems (APOU7) ULC/0RD-C100 Smoke Control System Equipment (UUKL7) Software Feature Summary CPU provides dual configuration programs Two programs allow for optimal system protection and commissioning efficiency with one active program and one reserve Downtime is reduced because the system stays running during download PC based programmer features Convenient front panel accessed Ethernet port for quick and easy download of site -specific programming Modifications can be uploaded as well as downloaded for greater service flexibility See module information sections for product that is UL or ULC listed and additional listing information. This product has been listed by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7165-0026:251(4100ES) for allowable values and/or conditions concerning material presented in this document Accepted for use - City of New York Department of Buildings - MEA35-93E. At the time of publication only UL and ULC listings are applicable to ES Net network products. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. 54100-0031 Rev. 36 5/2018 s simplex 41 OOES Addressable Fire Detection and Control Basic Panel Modules and Accessories Firmware enhancements are made via software downloads to the on- board flash memory Operator interface features TrueAlarm individual analog sensing with front panel information and selection access Dirty" TrueAlarm sensor maintenance alerts, service and status reports including "almost dirty" TrueAlarm magnet test indication appears as distinct "test abnormal' message on display when in test mode TrueAlarm sensor peak value performance report Install Mode allows grouping of multiple troubles for uninstalled modules and devices into a single trouble condition (typical with future phased expansion); with future equipment and devices grouped into a single trouble, operators can more clearly identify events from the commissioned and occupied areas Module level ground fault searching assists installation and service by locating and isolating modules with grounded wiring Recurring Trouble Filtering allows the panel to recognize, process, and log recurring intermittent troubles (such as external wiring ground faults), but only sends a single outbound system trouble to avoid nuisance communications WALKTEST silent or audible system test performs an automatic self - resetting test cycle Introduction 4100ES Series Fire Detection and Control Panels provide extensive installation, operator, and service features with point and module capacities suitable for a wide range of system applications. An on- board Ethernet port provides fast external system communications to expedite installation and service activity. Dedicated compact flash memory archiving provides secure on -site system information storage of electronic job configuration files. Modular design A wide variety of functional modules are available to meet specific system requirements. Selections allow panels to be configured for either Stand -Alone or Networked fire control operation. InfoAlarm Command Center options provide convenient expanded display content (detailed on data sheet 54100-0045). Module Bay Description The Master Controller Bay (top) includes a standard multi -featured system power supply, the master controller board, and operator interface equipment. The Expansion Bays include a Power Distribution Interface (PDI) for new 4" x 5" flat design option modules and also accommodate 4100- style modules. The Battery Compartment (bottom) accepts two batteries, up to 50 Ah, to be mounted within the cabinet without interfering with module space. The following illustration identifies bay locations using a three bay cabinet for reference. Figure 2: 4100E5 Module Bay Reference Page 2 54100-0031 Rev. 36 5/2018 SS ITIPIEx 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Mechanical Description Boxes can be close-nippled; each box provides convenient stud markers for drywall thickness and nail -hole knockouts for quicker mounting Smooth box surfaces are provided for locally cutting conduit entrance holes exactly where required Cabinet assembly design has been seismic tested and is certified to IBC and CBC standards as well as to ASCE 7 categories A through F, requires 4100-7912 option for additional legacy card stabilizer brackets and battery brackets as detailed on data sheet S2081-0019 The latching dress panel (retainer) assembly easily lifts off for internal access NACs are mounted directly on power supply assemblies providing minimized wiring loss, compact size, and readily accessible terminations Packaging supports traditional 4100-style motherboard with daughter cards Modules are power -limited (except as noted, such as relay modules) The NEMA 1 /IP30 box is ordered separately and available for early installation Doors are available with tempered glass inserts or solid; boxes and doors are available in platinum or red Boxes and door/retainer assemblies are ordered separately per system requirements; refer to data sheet S4100-0037 for details Operator Interface Detail Reference The following illustration identifies the primary functions of the operator interface. Operator interface panel is directly Upload/Download Basic operator instructions Panel sounder Ethernet port access are printed on the interface under sliding cover) mounting plate Figure 3: Operator Interface Detail Reference Compatible Peripheral Devices The 4100ES is compatible with an extensive list of remote peripheral devices including printers, CRT/keyboards (up to five total), and both conventional and addressable devices including TrueAlarm analog sensors. Addressable Device Control Overview The 4100ES provides standard addressable device communications for IDNet compatible devices and accepts optional modules for communications with MAPNET II compatible devices. Using a two wire communications circuit, individual devices such as manual fire alarm stations, TrueAlarm sensors, conventional IDC zones, and sprinkler waterflow switches can be interfaced to the addressable controller to communicate their identity and status. Addressability allows the location and condition of the connected device to be displayed on the operator interface LCD and on remote system annunciators. Additionally, control circuits (fans, dampers, etc.) may be individually controlled and monitored with addressable devices. Addressable Operation Each addressable device on the communication channel is continuously interrogated for status condition such as: normal, off -normal, alarm, supervisory, or trouble. Both Class B and Class A operation are available. Sophisticated poll and response communication techniques ensure supervision integrity and allow for 7-tapping" of the circuit for Class B operation. Devices with LEDs pulse the LED to indicate receipt of a communications poll and can be turned on steady from the panel. IDNet Channel Capacity The CPU bay system power supply (SPS) provides an IDNet signaling line circuit (SLCQ that supports up to 250 addressable monitor and control points intermixed on the same pair of wires. Additional 250 point IDNet circuit modules are available, refer to Table 16. Table 1: IDNet, MAPNET II, IDNet 2, and IDNet 2+2 SLC Wiring Common Specifications Specification Description Maximum Distance 1 to 125 4000 ft (1219 m); 50 ohms from Control Panel per Device Load 126-250 2500 feet (762 m); 35 ohms Terminals for 18 to 12 AWG (0.82 Connections mm 2 to 3.31 mmz) Table 2: IDNet and MAPNET II Specifications Specification lDescription Preferred Shielded twisted pair (STP) Wire Type Acceptable Unshielded twisted pair (UTP) IDNet and MAPNET II Wiring, Total Wire Length Allowed With "T" Taps Up to 10,000 ft (3 km); 0.58 pF for Class B Wiring Table 3: IDNet 2 and IDNet 2+2 Wiring Specifications Type Shielded or unshielded, twisted or untwisted wire Wire Length Allowed With 7' for Class B Wiring Up to 12,500 ft (3.8 km); 0.60 pF mum Capacitance Between 1 CIFt2Channels t 2 and IDNet 2+2 Module Compatibility: IDNet communicating es and TrueAlarm sensors including QuickConnect and Connect2 sensors Note: Some applications may require shielded wiring. Review your sys- tem with your local Simplex product supplier. TrueAlarm System Operation Addressable device communications include operation of TrueAlarm smoke and temperature sensors. Smoke sensors transmit an output value based on their smoke chamber condition and the CPU maintains a current value, peak value, and an average value for each sensor. Status is determined by comparing the current sensor value to its average value. Tracking this average value as a continuously shifting reference point filters out environmental factors that cause shifts in sensitivity. Programmable sensitivity of each sensor can be selected at the control panel for different levels of smoke obscuration (shown directly in percent) or for specific heat detection levels. To evaluate whether the sensitivity should be revised, the peak value is stored in memory and can be easily read and compared to the alarm threshold directly in percent. Page 3 S4100-0031 Rev. 36 5/2018 osimplex 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories CO sensor bases combine an electrolytic CO sensing module with a TrueAlarm analog sensor to provide a single multiple sensing assembly using one system address. The CO sensor can be enabled/disabled, used in LED/Switch modes and custom control, and can be made public for communication across a fire alarm Network. (refer to data sheet 54098-0052 for details) TrueAlarm heat sensors can be selected for fixed temperature detection, with or without rate -of -rise detection. Utility temperature sensing is also available, typically to provide freeze warnings or alert to HVAC system problems. Readings can selected as either Fahrenheit or Celsius. TrueSense Early Fire Detection Multi -sensor 4098-9754 provides photoelectric and heat sensor data using a single 4100ES IDNet address. The panel evaluates smoke activity, heat activity, and their combination, to provide TrueSense early detection. For more details on this operation, refer to data sheet 54098-0024. Diagnostics and Default Device Type Sensor Status TrueAlarm operation allows the control panel to automatically indicate when a sensor is almost dirty, dirty, and excessively dirty. The NFPA 72 requirement for a test of the sensitivity range of the sensors is fulfilled by the ability of TrueAlarm operation to maintain the sensitivity level of each sensor. CO Sensors track their 10 year active life status providing indicators to assist with service planning. Indicators occur at: 1 year, 6 months, and when end of life is reached. Modular TrueAlarm sensors TrueAlarm sensors use the same base and different sensor types (smoke or heat sensor) and can be easily interchanged to meet specific location requirements. This allows intentional sensor substitution during building construction when conditions are temporarily dusty. Instead of covering smoke sensors (causing them to be disabled), heat sensors may be installed without reprogramming the control panel. The control panel will indicate an incorrect sensor type, but the heat sensor will operate at a default sensitivity to provide heat detection for building protection at that location. C;PU Bay Module Details Master Controller and Motherboard Mounts in Slot 4 of a two slot motherboard (Slots 3 and 4 of the Master Controller Bay) and provides one Class B or Class A, RUI+ communications channel configurable for isolated or un-isolated operation Slot 3 of the motherboard is primarily for a modular network interface card, or secondarily for the 4100-6038 dual RS-232 board RUI communications controls up to 31 devices per master controller on one or multiple RUI+ and RUI channels); devices include: MINIPLEX transponders, 4603-9101 LCD Annunciators, 4602-9101 Status Command Units (SCU), 4602-9102 Remote Command Units (RCU), 4602 Series LED Annunciator Panels, and 4100 Series 241/0 and LED/ Switch modules. Note: 4602 series annunciators require un-isolated communications Up to 4 RUI channels (combination of built-in RUI+ and optional RUI modules) are supported per master controller Optional Service Modem 4100-6030 mounts onto the master controller board with its own on -board connections System Power Supply Rating is 9 A total with 'Special Application" appliances; 4 A total for Regulated 24 DC" appliance power Outputs are power -limited, except for the battery charger Provides system power, battery charging, auxiliary power, auxiliary relay, earth detection, on -board IDNet communications channel for 250 points, three on -board NACs, and provisions for either an optional City Connect Module or an optional Alarm Relay Module IDNet SLC Output provides Class B or Class A communications for up to 250 addressable devices (as described in Addressable Device Control) Three, 3 A On -Board NACs, conventional reverse polarity operation; rated 3 A for Special Application appliances and 2 A for Regulated 24 DC power, with electronic control and overcurrent protection; selectable as Class B or Class A, and for synchronized strobe or SmartSync horn/strobe operation over two wires NACs are selectable as auxiliary power outputs derated to 2 A for continuous duty; total auxiliary power output per SPS is limited to 5 A Battery Charger is dual rate, temperature compensated, and charges up to 50 Ah sealed lead -acid batteries mounted in the battery compartment (33 Ah for single bay cabinets); also is UL listed for charging up to 110 Ah batteries mounted in an external cabinet (see data sheet 52081-0012 for details) Battery and Charger Monitoring includes battery charger status and low or depleted battery conditions; status information provided to the master controller includes analog values for: battery voltage, charger voltage and current, actual system voltage and current, and individual NAC currents 2 A Auxiliary Power Output is selectable for detector reset, door holder, or coded output operation Auxiliary Relay is selectable as N.O. or N.C., rated 2 A @ 32 VDC, and is programmable as a trouble relay, either normally energized or normally de -energized, or as an auxiliary control Optional City Connect Module (4100-6031, with disconnect switches, or 4100-6032, without disconnect switches) can be selected for conventional dual circuit city connections Optional Alarm Relay Module (4100-6033) provides three Form C relays that are used for Alarm, Trouble, and Supervisory, rated 2 A resistive @ 32 VDC 8-Point Zone/Relay Module Details Select as IDC or Relay; configure up to 8, Class B IDCs, or up to 4, Class A IDCs; or up to 8, Relay outputs rated 2 A resistive @ 30 VDC (N.O. or N.C.); or combinations of IDCs and Relays; each zone is separately configurable as an IDC or Relay output IDC Support: each IDC supports up to 30, two -wire devices. Zone relay modules may be powered directly from the control unit power supply or through the optional 25 VDC regulator module where required for 2- wire detector compatibility (refer to 2-Wire Detector Compatibility document 579-832 for additional details). IDC EOL resistor values are selectable as: 3.3 kl, 2 kf), 2.2 kO, 3.4 kO, 3.9 kO, 4.7 kf), 5.1 kf), 5.6 kO, 6.34/6.8 kO, and 3.61<0 + 1.1 kO; see instructions for more details Page 4 54100-0031 Rev. 36 5/2018 9SimplEx 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Operator Interface With the locking door closed, the glass window allows viewing of the display, status LEDs, and available operator switches. Features include a two-line by 40-character, wide viewing angle (super -twist) LCD with status LEDs and switches as shown in the illustration below. LED indicators describe the general category of activity being displayed with the LCD providing more detail. For the authorized user, unlocking the door provides access to the control switches and allows further inquiry by scrolling the display for additional detail. Convenient and extensive operator information is provided using a logical, menu -driven display Multiple automatic and manual diagnostics for maintenance reduction Alarm and Trouble History Logs (up to 1250 entries for each, 2500 total events) are available for viewing from the LCD, or capable of being printed to a connected printer, or downloaded to a service computer Convenient PC programmer label editing Password access control SIX SYSTEM STATUS INDICATOR LEDs provide system status indications in addition to LCD information, LEDs flash to indicate the ULC SYSTEMS condition and then when acknowledged, require designating remain on until reset: a Ground Fault Fire Alarm & Priority 2 Alarm, red LED indicator Supervisory & Trouble, yellow LED Alarm Silenced, yellow LED AC Power, green LED (on for normal) THREE PROGRAMMABLE provide custom labeling, LEDs the top D READOUT, LED backlighted two LEDs are selectable as red or rduring rmal conditions and abnormal yellow, the bottom LED is conditions, provides up to 40 selectable as green or yellow s for custom label information FIRST ALARM DISPLAY: Operation can Custom label insert be selected for maintained display of flrst alarm until acknowledged ram THU 2 Manual Evac City Disconnec Elevator Recall Almost Dirty Ground Fault Latch FIRE ALARM ACK acknowledges a Fire Alarm condition, logs the acknowledge, and silences the operator panel and all annunciator tone -alerts PRIORITY 2 ACK acknowledges a Priority 2 Alarm condition, logs the acknowledge, and silences the operator panel and all annunciator tone -alerts SUPV ACK acknowledges system supervisory conditions, logs the acknowledge, and silences the operator panel and all annunciator tone -alerts TROUBLE ACK acknowledges system troubles, logs the acknowledge, and silences the operator panel and all annunciator tone -alerts ALARM SILENCE causes audible and visible notification appliances to be silenced (default operation, may be modified through panel programming for compliance with local requirements) SYSTEM RESET restores control panel to normal when all alarmed inputs are returned to normal 15 FIVE PROGRAMMABLE POINT STATUS ADDITIONAL FUNCTION LCD NAVIGATION FUNCTION SWITCHES, CONTROL KEYS: KEYS: CONTROL: each with a yellow LED Point Enable and Event Time Request Menu selection indicator Disable More Information Request Vertical and Force On or Arm Lamp Test Horizontal position Force Off or Disarm selection buttons Return On/Off or Arm/Disarm to Auto Mode Figure 4: Operator Interface NUMERIC KEYPAD for point category and point selection (alphabet characters are not used at this time) Page 5 54100-0031 Rev. 36 5/2018 S simplex 41 OOES Addressable Fire Detection and Control Basic Panel Modules and AccessoFies Expansion Bay Module Loading Reference FES C Slot 1 Slot 2 Slot 3 Slot 4 Slot 5 Slot 6 Slot 7 Slot 8 Block A r Block C Block E Block G Block B Block D Block F Block H Expansion Bay Chassis Size Definitions: Block = 4" W x 5" H (102 mm x 127 mm) card area Slot = 2" W x 8" H (51 mm x 203 mm) motherboard with daughter card Table 4: Expansion bay loading reference K a Description Vounting IDNet 2, IDNet 2+2 Modules 1 Block 4,2 A Relays 1 block 4, 10 A Relays NON Power -limited 4", 2 slots 8, 3 A Relays 1 block VESDA Interface 1Z, 1 Slot Class B IDC 2", 1 Slot Class A IDC 2", 1 Slot MAPNET II Module 4", 2 Slots MAPNET WIDNet Isolator 2", 1 Slot Decoder Module 6", 3 Slots System or Remote Power Supply Blocks E, F, G & H ONLY Expansion Power Supply Blocks G & H ONLY NAC Expansion Module On XPS ONLY Page 6 54100-0031 Rev. 36 5/2018 simplex 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Mounting and CPU Bay Module Reference Slot 3, one 2" card: either Network Interface Card or 4100-6038 Dual RS-232 l Master Controller Bay Two, 2", or one, 4" slot for one or two modules installed per the following: 4100-6052 DACT, Slot 1 4100-6101 Physical Bridge, Slot 2 4100-6102 Physical Bridge 4" module) Slots 1 and 2 4100-6048 VESDA Interface, Slot 1 or 2 4100-5005/5015 IDC Modules, Slot 1 or 2 4100-6038 Dual RS-232, Slot 2, if Network Module is in Slot 3 Typical Expansion Bay showing mixed module sizes) Two bay cabinet shown without retainer Door can be hung hinged left or right 4100-6030 Service Modem mounts only on master controller board nnasier controner System power su with motherboard 24"(610 4100-6031 or4100-6032 City Circuit or 4100-6033 Alarm Relay For semi -flush mounting provide 1/2" (12.7 mm) minimum extension beyond finished wall Optional semi -flush trim kit Door 4-3/4" 121 mm) Figure 5: Mounting and CPU Bay Module Reference Knockout Cabinet height: screw/nail (2 bay shown holes (for for reference) semi -flush 1 Bay = 22" mounting) (559 mm) 2 Bay = 40" 1016 mm) 3 Bay = 56" 1422 mm) Wall board reference for semi -flush mounting, 6" stud alignment markers, each side 6" stud 4" stud 6-29/32" 175 mm) 11-11/16" 296 mm) Figure 5 notes Asterisks (*) in Figure 5 indicates supplied modules. A system ground must be provided for earth detection and transient protection devices. This connection shall be made to an approved, dedicated earth connection per NFPA 70, article 250, and NFPA 780. Page 7 54100-0031 Rev. 36 5/2018 05implex 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories General Specifications System Power Supplies (SPS) Input Expansion Power Supplies (XPS) Power Remote Power Supplies (RPS) Power Supply Output Ratings for SPS, XPS, and RPS nominal 28 VDC on AC; 24 VDC on battery backup) Table 5: General Specifications Rating 120 VAC 4 A maximum @ 102 to 132 VAC, 60 Hz Models 220-240 VAC 2 A maximum @ 204 to 264 VAC, 50/60 Hz; Models separate taps for 220/230/240 VAC Including module currents and auxiliary power 'Output Total Power Supply outputs; 9 A total for "Special Application" switches Output Rating appliances; 4 A total for "Regulated 24 DC" to battery power (see below for details) ibackup during Auxiliary Power Tap 2 A maximum mains AC NACs Programmed for 2 A maximum per NAC; 5 A Rated to failure or 31.1 VDCC brownout Auxiliary Power maximum total conditions I Simplex horns, strobes, and combination horn/strobes and Special Application Appliances speaker/strobes (contact your Simplex product representative for compatible appliances) i Regulated 24 DC Appliances Power for other UL listed appliances; use associated external synchronization modules where required UL listed for battery charging of 6.2 Ah up to 110 Ah (batteries Battery capacity range larger than 50 Ah require a remote battery cabinet); ULC listed Battery Charger Ratings for SPS and RPS for charging up to 50 Ah batteries sealed lead -acid batteries) Charger characteristics and Temperature compensated, dual rate, recharges depleted performance batteries within 48 hours per UL Standard 864; to 70% capacity in 12 hours per ULC Standard S527 Environmental Operating Temperature 32 °F to 120 °F (0 °C to 49 °C) Operating Humidity Up to 93% RH, non -condensing @ 90 °F (32 °q maximum Additional Technical Reference Installation Instructions 574-848 Operating Instructions 579-197 Master Controller Selection Information Notes for Table 6 and Table 7 1. Refer to data sheet S4100-0045 for InfoAlarm Command Center expanded content display products. 2. Master Controller current does not subtract from 9 A output rating. 3. Supervisory and alarm currents are without IDNet devices. Add IDNet device currents seperately. Table 6: 4100ES Master Controller and Expansion Bay Selection (Canadian models have low battery cutout) Model Model Type and Listing Description Supv. Alarm 4100-9111 120 VAC Input UL 4100ES Master Controller Assembly with LCD and operator 4100-9112 English 120 VAC, Canadian ULC interface, 9 A system power supply/battery charger (SPS), 250 373 mA 470 mA 4100-9113 French point IDNet interface, 3 NACs, auxiliary relay, and external RUI+ 4100-9211 220-240 VAC Input UL (isolated or un-isolated) communications interface 4100-9131 120 VAC Input UL 4100ES Master Controller Assembly, no display, no operator 4100-9132 English, 120 VAC, Canadian ULC interface, 9 A system power supply/battery charger (SPS), 250 363 mA 425 mA 4100 9230 220 240 VAC Input UL point IDNet interface, 3 NACs, auxiliary relay, and external RUI+ p (isolated or un-isolated) communications interface Redundant Master Controller with a two bay assembly, one for each of the primary and backup master 4100-9121 controllers. Both bays have an LCD and operator interface, CPU card assembly, and 9 A system power supply (SPS) 120 VAC, 60 Hz input. Active SPS battery charger in Bay 1 only. External RUI connections requirenotULC 4100-1291 RUI expansion modules. Do not use circuit connections (IDNet, NACs, etc.) on primary and secondary 718 mA 937 mA listed) SPS power supplies. Not compatible with ES Net network panels Page 8 S4100-0031 Rev. 36 5/2018 O Simplex 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Table 7: 4100ES Master Controller Upgrades for Existing 4100 Series Fire Alarm Control Panels 1100-7150 1000 pt 4100 (4100+) New Master Controller CPU card, 4100ES door assembly with LCD and user interface, and Ethernet connection 1100-7152 512 pt 4100 Same as 4100-7150 plus a Universal Power Supply New Master Controller CPU card with Ethernet Connection Upgrade Kit (door assembly with LCD and user 41000 orl000 pt 4100 interface are not included) for: ! 1100-7158 (4100+) previously 41000 with or without LCD and operator interface, or4100+ without LCD and operator interface, or an upgraded to 41000 existing 4100 (512 pt) or 4100+ (1000 pt) panel that was previously upgraded to a 41000 Master ControllerandDisplay Table 8: Master Controller Accessories Model IDescription 4100-2300 Expansion Bay Assembly, order for each required expansion bay (not required for 4100-9121) 4100-2303 Legacy Module Stabilizer Bracket, used when expansion bays have legacy slot style modules Expansion Bay Upgrade Kit for mounting 4100ES style (4' x 5" modules) in existing 4100 style panels; 4100-2301 Note: When using this kit to upgrade a 4100+ transponder, a 4100-0620 Transponder Interface Card (TIC) is also required for commu- nications to the 4100ES module Table 9: Master Controller Upgrades for Existing 4020 Series Fire Alarm Control Panel Model . Description 4020 Master Controller Upgrade to 4100ES; Includes New Master Controller with LCD & operator interface assembly, 8 VDC Converter and RUI+ (isolated or un-isolated) Interface in a single bay cabinet 4100-9833 with locking glass door and retainer; mounts as an adjunct panel close-nippled to existing 4020 cabinet; also includes 8 VDC box -to -box power and communications harness and solid filler panel for the existing 4020 Master Controller bay Module Selection Information Current Calculation Notes To determine total supervisory current, add currents of modules in panel to base system value and all external loads powered by panel power supplies. To determine total alarm current, add currents of modules in panel to base system alarm current and add all panel NAC loads and all external loads powered from panel power supplies. Table 10: Communication Modules Model Description Size Supv. Alarm 4100-12 11 Un-isolated remote unit interface module (RUI); up to three maximum per control panel 1 Slot 85 mA 85 mA 4100-6030 Service Port Modem, local panel access only, mounts to Master Controller Module, requires telephone line connection, accesses same information as front panel port N.A. 70 mA 70 mA 4100-6031 4100-6032 4100 6033 City Circuit, with disconnect switches For use with SPS only, N.A. Select one per SPS City Circuit, w/o disconnect switches not RPS N.A. fits on SPS) Alarm Relay, 3 Form C relays, 2 A @ 32 VDC; for SPS or RPS N.A. 20 mA 20 mA 15 mA I 36 mA 36 mA 37 mA 4100-6038 Dual Port RS-232 with 2120 interface (slot module) 3 maximum of RS-232 type 1 Slot 132 mA 132 mA 4100-6046 Dual Port RS-232 standard interface (4 x 5 module) modules per panel 1 Block 60 mA i60 mA 4100-6045 Decoder Module 3 Slots 85 mA 163 mA 4100-6048 VESDA Aspiration System Interface 1 Slot 132 mA 1132 mA 4100-6052 DACE, Point or Event Reporting; 1 shipped unless 4100-7908 is selected; 2 max. per system; includes 2 2080-9047 cables, 14 ft (4.3 m) long, RJ45 plug and spade lugs 1 Slot 30 mA 40 mA Table 11: Expansion, System and Remote Power Supplies (Canadian models have low battery cutout) Model Voltage/Listing Description Size Supv. Alarm Expansion Power Supply (XPS); 9 A output, 3 built-in I ___ --. 4100-5101 120 VAC UL Class A/B NACs; NAC operation is same as SPS, see page 5 2 Blocks 50 mA 150 mA for details Expansion Power Supply (XPS); 9 A output, 3 built-in f 4100-5103 120 VAC, Canadian ULC Class A/B NACs; NAC operation is same as SPS, see page 5 2 Blocks 50 mA 50 mA for details Expansion Power Supply (XPS); 9 A output, 3 built-in G.. 4100-5102 220-240 VAC UL Class A/B NACs; NAC operation is same as SPS, see page 5 2 Blocks 50 mA i50 mA for details L- 4100-5115 NAC Expansion Module, 3 NACs, Class A/B, mounts on XPS only N.A. 25 mA 25 mA Additional System Power Supply (SPS); 9 A power 4100-5111 120 VAC UL supply/chargerwith 250 point IDNet channel, 3 Class A/B 4 Blocks 175 mA 185 mA NACs, add IDNet device currents separately Page 9 S4100-0031 Rev. 36 5/2018 f3 Simplex 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Table 11: Expansion, System and Remote Power Supplies (Canadian models have low battery cutout) Model Voltage/Listing Description Size !Supv. Alarm Additional System Power Supply (SPS); 9 A power 4100-5112 120 VAC, Canadian ULC supply/chargerwith 250 point IDNet channel, 3 Class A/B 4 Blocks 175 mA 185 mA NACs, add IDNet device currents separately Additional System Power Supply (SPS); 9 A power 4100-5113 220-240 VAC UL supply/chargerwith 250 point IDNet channel, 3 Class A/B 4 Blocks 175 mA 185 mA NACs, add IDNet device currents separately Remote Power Supply (RPS); 9 A power supply/charger 4100-5125 120 VAC UL similar to SPS except no IDNet channel or City Circuits; will 4 Blocks 150 mA 185 mA accept one 4100-6033 Remote Power Supply (RIPS); 9 A power supply/charger 4100-5126 120 VAC, Canadian ULC similar to SPS except no IDNet channel or City Circuits; will 4 Blocks 150 mA i185 mA accept one 4100-6033 Remote Power Supply (RIPS); 9 A power supply/charger 4100-5127 220-240 VAC UL similar to SPS except no IDNet channel or City Circuits; will 4 Blocks 150 mA 185 mA accept one 4100-6033 Table 12: Power supply accessories Model Description Size !Current 4100-5152 12 VDC Power Option, 2 A maximum 1 Block 1.5 A maximum 8 VDC Converter, required for multiple Physical Bridge 4100 0156 Modules, 3 A maximum 1 Block included w/loads 4100-5130 Voltage Regulator Module, 22.8 to 26.4 VDC (25VDC nominal); isolated and resettable output; includes earth 1 Block 3 A maximum with 2.5 A load, 4.9 A detection circuit and trouble relay for status monitoring. maximum with 4 A load 14100-0636 Box Interconnection Harness Kit (non -audio); order one for each close -rippled cabinet 4100-0638 4100 Slot Module Additional 24 VDC Harness; needed when 4100 Slot module requirements exceed 2 A from SPS Table 13: Expansion Signal Module and Options (1.5 A Class B except as noted) Model Description Supv. Alarm 1100-5116 Converts 1 NAC in to 3 NACs--out; 1 Block size 18 mA 80 mA 1100-1266 Expands 3 NACs to 6 select one; mounts on 0.6 mA 60 mA 1100-1267 Converts 3 NACs to Class A 4100-5116 0.6 mA 30 mA Table 14: 8 Zone Initiating Device Circuits Model ;Type 4100-5005 Class B75 Supv. mA lAlarm 1191 mA 4100-5015 Class A I75 mA 195 mA Note: Modules listed in Table 14 are for use with all 41000 systems and 4100ES systems version 3.03.05 or earlier. IDC Modules are 1 slot size. Table 15: 8-Point Zone/Relay Card Model (Description Size jSupV. 'Alarm 8 point zone/relay 45" flat module. Mounts in any open block in a master controller or expansion bay. Alarm current shown is for 8 Class B IDCs using 3.3K 4100-5013 end -of -line -resistors with 4 in alarm and 4 in standby. Standby current shown 1 block 83 mA 1351 mA is for all 8 IDCs in standby. Refer to 579-1236 Zone/Relay Module Installation Instructions for additional information. 25V regulator harness for 8 point zone/relay module. One required for each 8 4100-6305 point zone/relay module to be powered by the 4100-5130 25V regulator module. A N/A N/A N/A maximum of ( 5) 8 point zone/relay modules may be powered from the 4100-5130 Note: Modules in Table 15 requires 4100ES Version 3.04.01 or later. Table 16: IDNet Addressable Interface Modules Model Description Supv. Alarm IDNet 2 Module, 250 point capacity; electrically isolated output with two no devices 50 mA 60 mA short circuit isolating Class B or Class A output loops, 1 block; standard 50 devices 90 mA 150 mA 4100-3109 on EPS with IDNet 2 Module; alarm currents for 50 and above devices 125 devices 150 mA 225 mA includes 20 device LEDs in alarm 250 devices 250 mA 350 mA IDNet 2+ 2 Module, 250 point capacity; electrically isolated output with no devices 50 mA 60 mA 4100-3110 four short circuit isolating Class B or Class A output loops, 1 block; mounts 50 devices 90 mA 150 mA in expansion bay or available master controller bay module locations only, 125 devices 150 mA 225 mA Page 10 S4100-0031 Rev. 36 5/2018 ssimplEx 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Table 16: IDNet Addressable Interface Modules Model Description Supv. Alarm not applicable for EPSmounting; alarm currents for 50 and above devices includes 20 device LEDs in alarm 250 devices 250 mA 350 mA 4100-3111 IDNet Short Circuit Isolating Loop Output Module; mount up to two on a 4100-3109 module; for use with 4100-3109 modules; this option is for aftermarket field installation only Note: Loading per IDNet device (no LEDs on) = 0.8 mA supervisory and 1 mA alarm. Each IDNet 2 and IDNet 2+2 Short Circuit Isolating Loop Output can be individually controlled for system diagnostics and can be assigned a public point for Fire Alarm Network annunciation. Table 17: MAPNET Addressable Interface Modules Model Description Supv. jKlarm MAPNET II Module, 127 point capacity, add Module without devices 255 mA 1275 mA 4100-3102 devices separately; Module size = 2 Slots; Loading Fully loaded module, total 471 mA 1 per MAPNET II device = 1.7 mA I491 mA Isolator Module for MAPNET II communications; converts a single connected SLC into four isolated outputs selectable as Class A or Class B; up to two Isolator Modules can be connected to one SLC; Module size = 1 Slot; 4100-3103 50 mA 50 mA Note: Compatible with MAPNET II Remote Isolators only Table 18: Relay Modules; Non power -limited (for mounting in expansion bay only) Model Description Resistive Ratings Inductive Ratings Size Supv. Alarm 4100-3202 4 DPDT w/feedback 10 A 250 VAC 10 A 250 VAC 2 Slots 15 mA 175 mA 4100-3204 4 DPDT w/feedback 2 A 30 VDCNAC 1 /2 A 30 VDC/120 VAC 1 Block 15 mA 60 mA 30 4100-3206 i8 SPDT 3 A VAC DC/120 1-112 A 30 VDC/120 VAC 1 Block 15 mA 190 mA Table 19: System Option for Seismic Compliance Model Description 4100-7912 System option for Seismic compliance, provides additional stabilizer brackets required for legacy style cards Table 20: End User Programming Software (requires 4100-8802) Model IDescription 4100-8802 lProgramming Software (select) Table 21: End User Programming Software Selection (select maximum of one each from below) 100-0292 Custom Labels Editing; allows editing of 40 Character Custom Labels for non -system user points 100-0296 Access Level/Passcode Editing; allows user to re -assign Access Levels and Passcodes for each display function; Acknowledge, Alarm Silence, System Reset, Point Enable/Disable, WALKTEST Enable/Disable, Clear History Logs, Change Time & Date, etc. 100-0295 Port Vectoring Setup and Control; Allows vectoring of events to PC Annunciator, Printers, LCD Annunciators, etc. WALKTEST Configuration Setup and Control; Allows user to create or edit WALKTEST groups used to test system initiating devices 100-0298 and signals by a single person, these groups allow an inspector to conduct a one -person WALKTEST in a specific area of a building (or different buildings), and limit the activation of the building signals to only the intended area; up to 8 WALKTEST groups are supported Table 22: Miscellaneous Accessories 100-1279 Single blank 2" display cover; 4100-2302 provides a single plate for a full bay 100-9856* 4100ES Canadian French Applique Kit; Simplex, 4100ES, Controle Incendie 100-9857* 141 WES English Appliqu6 Kit; Simplex, 4100ES, Fire Control 100-9858* I41 WES InfoAlarm Remote Display English Applique Kit; Simplex, Operator Interface, 4100ES 100-9859* I4100ES InfoAlarm Remote Display Canadian French Applique Kit; Simplex, Interface de I'operateur, 41 WES 100-9868 ,Special Purpose Applique Kit: Simplex, Elevator Recall Control and Supervisory Control Unit, 4100ES 100-9869 Special Purpose Appliqu6 Kit: Simplex, Sprinkler Waterflow and Supervisory Station, 41 WES 100-9835 Termination and Address Label Kit (for module marking); provides additional labels for field installed modules 100-6029 !Smoke Management Application Guide; required for UUKL listing 100-6034 Tamper Switch, one per cabinet assembly if required; monitors solid door for panels with solid door; monitors the internal retainer panel for panels with glass door (not the glass door); has a built-in addressable IDNet IAM 081-9031 Series resistor for WSO, IDCs (N.O. water flow and tamper on same circuit, wires after water flow and before tamper) 470 4, 1 W, encapsulated, two 18 AWG leads (0.82 mm2 ), 2-1 /2" L x 1-3/8" W x 1 " H (64 mm x 35 mm x 25 mm) Note: * 4100ES English Appliques are included with 4100ES Upgrade and Retrofit Kits for mounting 4100ES in 4100, 2120, 2001, and Autocall back boxes so that upgrades can be easily identified as 4100ES. 4100ES Applique Kits are available for applications such as to update Remote InfoAlarm Page 11 S4100-0031 Rev. 36 5/2018 GSIMPIEX 4100ES Addressable Fire Detection and Control Basic Panel Modules and Accessories Displays connected to a panel that was upgraded to 4100ES or for an existing 41000 when the New Master Controller is upgraded to 4100ES and only a software upgrade is required. When required, French appliques are ordered separately. Network Interface and Network Media Card Product Selection 4100ES fire alarm control units are compatible with Simplex ES Net network or 4120 network fire alarm products. Refer to datasheet S4100-0076 for additional information on compatble ES Net fire alarm products. Refer to datasheet S4100-0056 for additional information on compatble 4120 fire alarm products. Additional 4100ES and Network Product Reference Table 23: Additional 4100ES and Network Product Reference Subject Data Sheet Serial DACr (SDACT) for 4100ES, 4010ES, 4007ES S2080-0009 Battery and Battery Cabinet Reference for 4100E5 52081-0006 110 Ah Batteries and Cabinets for 4100ES S2081-0012 Seismic Battery Brackets Reference S2081-0019 4009 IDNet NAC Extender S4009-0002 4009 IDNAC Repeater S4009-0004 External 110 Ah Battery Charger for 4100ES, 4010ES S4081-0002 Graphic 1/0 Modules for 4100ES, 4010ES, 4007ES S4100-0005 Interface to VESDA Air Aspiration Detection Systems S4100-0026 4100ES LED/Switch Modules & Printer S4100-0032 Master Clock Interface S4100-0033 4100ES Emergency Voice/Alarm Equipment 54100-0034 MINIPLEX Transponders with SPS Power Supplies S4100-0035 NDU with SPS Power Supplies for 4120 Network S4100 0036 4100ES Enclosures S4100-0037 4100ES Remote Annunciator Panels S4100-0038 4100ES Extinguishing Release Applications S4100-0040 JTFX Interface Module S4100-0042 IlnfoAlarm Command Center with SPS Power Supplies S4100-0045 12120 BMUX Module 54100-0048 Multiple Signal Fiber Optic Modems for 4120 Networks S4100 0049 IBACpac Ethernet Module S4100-0051 4120 Network Products and S ecifications S4100-0056 Building Network Interface Card (BNIC) 54100-0061 Safel-INC Internet Interface 54100-0062 Truelnsight Remote Gateway S4100-0063 ES Net Network Products and Specifications S4100-0076 NDU with SPS Power Supplies for ES Net S4100-0077 4100ES Basic Panels with EPS Power Supplies 54100-0100 InfoAlarm Command Centerwith EPS Power Supplies 54100-0101 NDU with EPS Power Supplies for 4120 Network S4100-0102 IMINIPLEX Transponders with EPS Power Supplies 54100 0103 NDU with EPS Power Supplies for ES Net 54100-0104 120 VAC Remote Printer 54190-0011 PC Annunciator 54190-0013 TrueSite Workstation 54190-0016 Network System Integrator (NSI) for 4120 Networks S4190-0017 TrueSite Incident Commander 54190 0020 SCU/RCU Annunciators for 4007ES, 4010ES, 4100ES S4602-0001 LCD Annunciator for 4100ES 54603-0001 2018 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision and are subject to change without notice. Additional listings may be applicable, contact your local Simplex® product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. Simplex, and the product names listed in this material are marks and/or registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association (NFPA). S4100-0031 Rev. 36 5/2018 O'Simplex UL, ULC, CSFM Listed; FM Approved: MEA (NYC) Acceptance* Simplex° 4100ES Box and door options: Boxes are available sized for one, two, or three equipment bays, each with a battery bay located at the bottom Colors include platinum or red Doors are glass front with modular dress panels, or solid Models are available with box and door combined for single package shipping, or packaged separately Enclosures are NEMA 1 rated; wall mount enclosures are also IP30 rated Refer to individual 4100ES data sheets for product application listings (see list on page 2) Door and dress panel selection is coordinated with cabinet function: Glass doors with modular dress panels provide visibility of annunciation and interface modules for Control Panels, Network Display Units (NDU), and Remote Annunciators Solid doors are for MINIl'LEX Transponders and utility function cabinets where module visibility is not required 4100ES Enclosure details: Latching dress panels easily lift off for internal access Smooth box surfaces are provided for locally cutting conduit entrance holes exactly where required Alignment markers are provided at the top and bottom of each box side for 6" (152 mm) or 4" (102 mm) wall studs Knockout screw/nail holes are supplied for semi -flush mounting Upright cabinet rack packaging reference: For use with Bud Industries Inc. special cabinet rack model number 45964 Refer to page 2 for cabinet rack listing For 4100ES one, two, and three bay cabinets with associated equipment: Products are listed by the California State Fin: Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7165-0026:251 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable, contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. 4100® Fire Control Panels Cabinet Reference; Boxes, Doors, Dress Panels, Rack Mounting, and Accessories i 4100ES One Bay Cabinets 4100ES Two Bay Cabinets 4100ES Three Bay Cabinets Cabinet Rack Enclosure (shown with door open) S4100-0037-15 5/2018 Enclosure Selection Chart (refer to pages 3 and 4 for dimensions) Note: Door keys are shipped with system Master Controller, see Mcellaneous Accessories below for additional keys Combined Box and Door Selection (selectVox and dooNre to shipped together) Description Platinum 1 N I Platinum 2Npy I Minum 3 Bay I Red 1 Bay Red 2 Bay I Red 3 Bay Box with Glass Door and Dress Panel 2975-9444 2975 9445 75-9446 2975-9441 2975-9442 2975-9443 Box with Solid Door 2975-9450 975-9451 2975-9452 2975-9447 2975-9448 2975-9449 Separate Box and Door Selection (select if boxes and doors are required to be shipped separately) Description Platinum 1 Bay Platinum 2 Bay Platinum 3 Bay Red 1 Bay Red 2 Bay Red 3 Bay Box 2975-9438 2975-9439 2975-9440 2975-9407 2975-9408 2975-9409 Glass Door and Dress Panel 4100-2104 4100-2105 4100-2106 4100-2124 4100-2125 4100-2126 Solid Door 4100-2114 4100-2115 4100-2116 4100-2134 4100-2135 4100-2136 Cabinet Rack Mounting (refer to page 4 for additional details) Model Description 45964 Listings 45964, Special upright cabinet rack for 4100ES; 19" (483 mm) E.I.A.; UL and ULC listed only as of document revision from Bud gray texture; includes front polycarbonate door and rear date; cabinets are listed with the Simplex Industries Inc. louvered door, both keyed with Simplex "B" keys 4100ES product line 4100- 2140 Master Controller Rack Mount Kit, one required per master controller Master Controller and Option Bays each require 9 Rack Units; 15.75" 4100- 2145 Option Bay Rack Mounting Kit, one required per expansion bay height (400 mm) 4100- 2144 Power Distribution Module (PDM) Rack Mount Kit, order PDM separately per system voltage, one required per cabinet rack Power Distribution Modules Model Voltage 4100- 0634 120 VAC 4100- 0635 220/2301240 VAC Miscellaneous Accessories Description Power Distribution Module (PDM); select per system voltage; one required per 4100ES box or cabinet rack Model Description 252- 019 Door key, one is shipped with system Master Controller, order for replacement or when extra keys are needed; Simplex " B" key) 4100- 9856 Canadian French Applique Kit, for 1, 2, or 3 bay sizes 4100- 9857 4100ES Applique Retrofit Kit, for 1, 2, or 3 bay sizes; use to identify 4100ES features when new door is not used; included with Master Controller Upgrade kits as detailed on data sheet S4100-0031 4100- 9868 Special Purpose Applique Kit: Simplex, Elevator Recall Control and Supervisory Control Unit, 4100ES 4100- 9869 Special Purpose Applique Kit: Simplex, Sprinkler Waterflow and Supervisory Station, 4100ES 4100- 9835 Termination and Address Label Kit, for module markingNOTE: One kit is supplied for each cabinet; order this if required for additional field module installation 4100- 9837 Green LED Power -on Indicator Kit, required for ULC Mounts using knockout provided in solid door listingofMINIPLEXtransponder2975- 9813 Platinum semi -flush box trim 1 7/16" (37 mm) wide, four corners and trim pieces for top, bottom, and sides 2975-9812 1 Red semi -flush box trim Battery Reference Model Capacity 2081- 9272 6.2 Ah 2081- 9274 10 Ah 2081- 9288 12.7 Ah 2081- 9275 18 Ah Model Capacity Battery Notes 2081- 9287 25 Ah 1. Sealed lead -acid batteries, 12 VDC each; two required per 2081- 9276 33 Ah battery location. 2. Battery selection is required if batteries are internal. 2081-9296 50 Ah 3. Select one size per battery set 4. Refer to data sheet S2081-0006 for battery details. Battery Accessories y\ Model Description 4100- 0650 Battery Shelf, required for 50 Ah batteries 4100- 5 228 Battery Distribution Terminal Block, mounts to side of box, required for all close-nippled cabinets unless cabinet receives all power from power supplies and batteries located in the adjacent cabinet 2 S4100-0037-15 5/2018 Wall Mounted Enclosure Installation Reference Front view, box outline without door NOTE: A system ground must be provided for Earth Detection and transient protection devices. This connection shall be made to an approved, dedicated Earth connection per NFPA 70, Article 250. and NFPA 780. For additional installation information refer to Installation Instructions 579-117. Additional 4100ES Product Reference Side view with door attached oorthickness 3/4" (121 mm) osed cabinet for ii-flush mounting 12.7 mm) minimum final semi -flush kit reference nW. Knockout screw/nail holes for semi -flush mounting) urn Wall board reference for semi -flush mounting, 6" stud Stud alignment markers, each side W 6-29/32" 175 mm) 11-11116" 296 mm) Subject Data Sheet Subject Data Sheet Graphic 1/0 Modules for 4100ES, 4010ES, 4007ES S4100-0005 NDU with SPS Power Supplies for ES Net S4100-0077 4100ES Basic Panels with EPS Power 4100ES Basic Panels with SPS Power Supplies S4100-0031 Supplies S4100-0100 InfoAlarm Command Center with EPS 4100ES Emergency Voice/Alarm Equipment S4100-0034 Power Supplies S4100-0101 NDU with EPS Power Supplies for 4120 MINIPLEX Transponders with SPS Power Supplies S4100-0035 Network S4100-0102 MINIPLEX Transponders with EPS Power NDU with SPS Power Supplies for 4120 Network S4100-0036 Supplies S4100-0103 4100ES Remote Annunciator Panels S4100-0038 NDU with EPS Power Supplies for ES Net S4100-0104 InfoAlarm Command Center with SPS Power Supplies S4100-0045 S4100-0037-15 5/2018 Console Package Reference Front View Cabinet Rack Specifications Side View Rear View Type Upright cabinet rack for exclusive use with Simplex 4100ES Fire Alarm Products Supplier Order from Bud Industries Inc. (www.budind.com) Model Number 45964 Height Outside Dimensions Width Depth 69-7/8" (1775 mm) 24-1/16" (611 mm) 22" (559 mm) Color Gray texture Panel Space Width 19" E.I.A. (483 mm) Front Door Surface mount with 1/8" thick (3.18 mm) smoke gray polycarbonate, locked with Simplex "B" key, hinged on left of cabinet Rear Door Ventilated top and bottom, locked with Simplex "B" key Sides Side panels are removable from the inside for rack -to -rack mounting Bottom Pan attached for battery mounting Levelers Includes 4 stem levelers on bottom Installation Instructions 579-229 TYCO, SIMPLEX, and the product names listed in this material are marks and or registered marks. Unauthorized use is strictly prohibited. f3®Si m pJEx Tyco Fire Protection Products • Westminster, MA • 0 144 1-0001 • USA S4100-0037-15 5/2018 www.simplex-fire.com C 2018 Tyco Fire Protection Products. All rights reserved All specifications and other information shown were current as ofdocument revision date and are subject to change without notice. asimpIEx Simplex° Fire Alarm Network communications are available for wired or fiber optic connections: Wired communications are available on Network interface modules; available with either wired connections only, or as a modular design allowing selection of either wired or fiber optic media modules Fiber optic communications are available with fiber media modules on the Network interface modules or when using the higher performance multiple signal fiber optic modems Fiber optic links are point-to-point continuous unswitched) connections between Fire Alarm Network nodes LED status indicators assist with system setup and servicing Multiple communication signal modems use laser optical transmitters to provide: Increased transmission distances compared to copper wiring (over 20 miles (32 km) may be possible with low -loss single -mode fiber) Designs are optimized for fiber type; models are selected for single mode fiber, or multi -mode fiber Multiple signal modems are two slot modules and are available with separate enclosures if required for smaller Network node control panels Network modular interface modules provide: Class B or Class X communications using wired media or fiber optics; selectable separately to match media requirements Wired media module details: Provides isolated earth detection Compatible with Simplex isolated loop and overvoltage protectors Electrical characteristics are similar to RS-485 Network signal fiber optic media module: Fiber optic links provide immunity to electrical transients, short circuits, and ground conditions LED based fiber optic media module uses two multi -mode fibers to communicate; has type ST connectors, compatible with 62.5/125 or 50/125 fiber Bi-Directional Couplers are available to allow use of single fiber cable (for Network communications) Multiple communications fiber optic modules provide: Laser based half -duplex communications over single fiber connections Available for single mode, or multi -mode fiber Refer to information summary on pages 2 and 3 and to data sheet S4100-0049 for additional feature description Fire Alarm Network Reference Network Communications, Options and Specifications Fiber Optics MEN 7 Fire Alarm Network Communications, Wired or Fiber Optic Physical Bridge Modules connect multiple Network loops and provide Star topology connections: Physical Bridge Modules connect to Network communications using wired or fiber optic media and interconnect using modem media modules (refer to data sheet S4100-0057 for details) TCP/IP Physical Bridge Modules are similar but provide LAN (Local Area Network) compatible interconnections (refer to data sheet S4100-0029 for details ffERNMIM11=11 Network nodes include the following Simplex fire alarm products: 4100ES, 4100U, 4007ES, 4010ES, and 4010 Series Fire Alarm Control Panels and 4100ES or 4100U Network Display Units (NDU) 4190 Series TrueSite Workstations (TSW) 4190 Series Network System Integrators Legacy 4120 Series panels, NPU, and 2500 NDU; 4190 Series IMS and GCC systems; 4020, 4002 Series systems and retrofitted 4100/4100+ and 2120 systems NOTE: Refer to individual product data sheets for specific product listing details, see reference data sheet list on page 3. S4100-0056-5 7/2016 Network Interface Modules for Fire Alarm Control Panels and TrueSite Workstation Product 4100ES/410 Model 4100-6078 Description Modular Network Interface for Master Controller Notes Requires two media modules (below) 4100-6061 Modular Network Interface for Redundant Master Controller 4100-6056 Wired Media Module Mounts on 4100-6078 or 4100-6061 Network Interface; also used with Network System Integrator4100-6057 Fiber Optic Media Module 4190-6060 Network Interface with fixed, wired media, PC[ slot card TrueSite Workstation 4190-6061 Modular Network Interface, PCI slot card Requires two media modules below 4190-6036 Wired Media Module Mounts on 4190-6061 Network Interface4190-6037 Fiber Optic Media Module 4010-9821 Network Interface with fixed, wired media 4010 4010-9817 Modular Network Interface Requires two media modules (below) 4010ES 4010-9922 Modular Network Interface 4010/4010ES 4010-9818 Wired Media Module Mounts on 4010-9817 or 4010-9922 Network Interface4010-9819 Fiber Optic Media Module 4007-9810 Network Interface Card; Modular Network Interface Requires two media modules below 4007ES 4007-9813 Wired Media Card Mounts on 4007-9810 Network Interface Card4007-9814 Fiber -Optic Media Card Network Multiple Sianal Modems Reference (refer to data sheet S4100-0049 for additional information) Model 4100-6072 Fiber Type Single Mode Description Left -Port Fiber Modem Assembly4100-6074 Multi -Mode 4100-6073 Single Mode Right -Port Fiber Modem Assembly4100-6075 Multi -Mode 4190-9023 Single Mode Right -Port Fiber Modem Assembly Cabinet Mounting4190-9026 Multi -Mode Application For direct mounting onto a 4100ES/41000 expansion bay; Fiber Modems are required to be ordered in pairs (Left -Port Fiber Modems communicate only to Right -Port Fiber Modems) for Expansion I Select if required; one maximum ST to ST Coupler 419 9010 NODE 1 by others) Bi-Directional Coupler MODULAR CARD 62.51125 or 50/125 Multi -mode, graded FIBER V.ARED P Circuit Protection is required whenindexsinglefiberopticcable, requires Bi-Directional coupler at each end \ wiring leaves or enters a building Network communications and Network audio can be on the same fiber Multi -signal modems use single fiber Modular cards are single slot and can fit in 4100ES/41000 CPU bay 2 S4100-0056-8 7/2016 For Network communications, or local Control Panel equipment communications, Multiple signal fiber modems communicate a variety of system signal combinations to a single fiber optic cable. These modules are dual slot module sized and can be housed in external cabinets for connection to smaller control panels. Please refer to data sheet S4100-0049 for details. Below is a summary of the distance specifications for the Multiple Signal Fiber Modems. Important Installation Note: An initial acceptance test of each fiber link shall be performed in accordance with NFPA 72, the National Fire Alarm and Signaling Code using an OTDR (Optical Time Domain Reflectometer) 1. Fiber backbone components must meet or exceed standard EIA/TIA 568 Electronic Industries Alliance/Telecommunications Industry Association) for fiber network performance General Notes 2 Single -mode fiber is preferred. Compatible Fiber 3. Multi -mode attenuation shall be measured at 850 nm and 1300 nm. 4. Single -mode attenuation shall be measured at 1310 nm and 1550 nm. Nominal 9/125 pmSingle -Mode 50/125 pm or 62.5/125 pm graded indexMulti -Mode Fiber Connector Type ST Single Mode Fiber No Limit Allowed Fiber Connections Multi -Mode Fiber Three (3) external connections maximum per link (does not include connectors on modems) Transmit and Receive Left -Port Modems Transmit = 1310 nm; Receive = 1550 nm Launch power = 250 µW (-6 dBm) Transmit = 1550 nm; Receive = 1310 nmWavelengths9Right -Port Modems Maximum total attenuation = 15 dB Example 1 (low loss fiber): Assume fiber with attenuation of 0.34 db/km; a target distance of 35,000 ft Transmission Distances for Single -Mode Fiber 10.7 km); connector loss totaling 6 dB attenuation; calculate the safety preferred fiber type; Modules 4190-6072, margin: 4100-6073, and 4190-9023) 10.7 km) x (0.34 db/km) = 3.68 dB fiber loss 15dB-3.68dB-6dB=>5dBsafety margin Note: These examples provide a safety margin of Example 2 (higher loss fiber): 5 d6 or greater; a 3 dB safety margin is generally Assume fiber with attenuation of 0.6 db/km; a target distance of 25,000 ft acceptable 7.7 km); and connector loss totaling 5 dB attenuation; calculate the safety margin: 7. 7 km) x (0.6 db/km) = 4.62 dB fiber loss 15 d13 - 4.62 dB - 5 dB = > 5 d13 safety margin Transmission Distances for Multi -Mode Fiber 5000 ft (1.6 km) maximum distance Modules 4100-6074, 4100-6075, and 4190-9026) Maximum total attenuation = 6 dB 50 pm or 62.5 µm GRIN (graded -index fiber) Additional Network Product Reference Subject Network Overview with Applications Reference Data Sheet S4100- 0055 Multiple Signal Fiber Optic Modems and Accessories S4100-0049 Basic 4100ES Reference S4100-0031 4100ES Network Display Unit (NDU) S4100-0036 TrueSite Workstations S4190-0016 4010ES Fire Alarm Control Panel S4010-0004 4010ES Fire Alarm Control Panel International S4010-0006 4007ES Hybrid Fire Alarm Control Panel S4007-0001 4007ES Fire Alarm Control Panel S4007-0002 Network Systems Integrator S4190-0017 Physical Bridge Reference S4100-0057 TCP/ IP Physical Bridge Modules S4100-0029 S4100- 0056-8 7/2016 Modular Network Interface modules accept either a wired or fiber optic media module. When using Fiber Optic media module 4010-9819, 4100-6057, or 4190-6037 or fiber optic communications use two multi -mode fiber optic cables; one for transmit, and the other for receive. Distances can be determined using the information and examples shown below. (Refer to individual product data sheets for module size and location information.) With a Bi-Directional Coupler (model 4190-9010) at each end, Network communications with the media modules will operate over a single fiber optic cable with some reduction in distance. Please refer to the coupler requirements and the specifications below for details. 4190-9010 Bi-Directional Coupler Requirements: 1. Use with Fiber Optic Media Board part number 746-109, 566-376, or 565-261, revision "C" or higher. 2. Two 4190-9010 Bi-Directional Couplers are required per connection, one at each node. 3. The 4190-9010 is equipped with type ST connectors. To make type ST to type ST connections, an ST to ST coupler, by others, is required. 4. ST to ST Couplers are available from: Black Box, part # F0200 Fiber Instrument Sales, part # F1-8101 Newark Electronics, part # 95F2097 or equivalent) 5. Refer to Installation Instructions 574-492 for additional information. (4190-9010 cross references to part number 271-012.) Modular Network Interface Media Modules Distance Specifications Wired Media Module Communications Distances for Media Modules 4010-9818, 4100-6056, 4190-6036, or 4007-9813) Wire Size and Specifications Data Rate (baud) Distance Distance Note 18 AWG Unshielded Twisted Pair (UTP); maximum of 58 pF/ft, 190 pF/m) between conductors; shielded cable is allowed; see note below 9600 17,000 ft (5.4 km) Distance is with or without Isolated Loop Protector or Overvoltage Protectors 57.6 k 10,000 ft (3 km) 24 AWG Telephone cable Unshielded Twisted Pair (UTP); maximum of 22 pF/ft (72.2 pF/m) between conductors; overall shielded cable is allowed; see note below 9600 12,000 ft (3.65 km) 57.6 k 7,000 ft (2.13 km) Note: Shielded cable and circuit protection is required when wiring leaves the building Dual Fiber Optic Cable Distance Reference Media Modules 4010-9819, 4100-6057, 4190-6037, or 4007-9814 see notes below) Fiber Type MIFL Power Margin Maximum Distance Budget 50/125 numerical aperture = 0.2 3 dB/km 3 dB 15,000 ft (4.57 km) 17 dB 62.51125 numerical aperture = 0.275 3.75 dB/km 3 dB 15,000 ft (4.57 km) 20.4 dB Single Fiber Optic Cable Distance Reference for Media Modules 4010-9819, 4100-6057, 4190-6037, notes below) or 4007-9814 with 4190-9010 Bi-Directional Couplers; see Fiber Type MIFL Power Margin Maximum Distance Budget 4190-9010 Coupler Loss ST to ST Coupler Loss 50/125 numerical aperture = 0.2 3 dB/km 2 d6 6560 ft (2.0 km) 20.4 dB 9.4 dB 3 dB 62.51125 numerical aperture = 0.275 3.2 dB/km 7215 ft (2.2 km) 2 dB Notes: 1. Fiber Type: Cable specifications are for 50 or 62.5 micron core with 125 micron cladding, multi -mode graded index fiber. Wavelength = 850 nm. 2. MIFL: Maximum Individual Fiber Loss. Numbers shown are for reference only, refer to specific cable for exact specifications. 3. Distance: Maximum distance is determined by the distance listed or by reaching budget value, whichever is shorter. Budget using 4190-9010 Bi-Directional Coupler is the same with either size cable because the coupler input cables are 62.5/125 fiber allowing launch power to be the same. 4. Dual Fiber optic distances are using 4010-9819, 4100-6057, 4190-6037, or 4007-9814 media modules. Single fiber optic distances require using 4190-9010 Bi-Directional Couplers 5. Refer page 3 for Multiple signal fiber optic modem distance reference. S i m p I =X Tyco Fire Protection Products • Westminster, MA - 01441-0001 • USA S4100-0056-8 7/2016 www. simplex -fire. com C 2016 Tyco Fire Protection Products. All rights reserved All specifications and other information shown were current as of document revision date and are subject io change without notice. asimplex UL, ULC, CSFM Listed; FM Approved; MEA (NYC) Acceptance* 4100® Fire Control Panels Addressable Fire Detection and Control Emergency Voice/Alarm Communications Equipment Emergency voice/alarm communications provide: Alarm/evacuation signal generation with multiple built-in tones Standard or customized digital message storage and message generation Automatic or manual operation Mass Notification operation Multiple channels are available: Analog audio systems provide dual channel operation Digital audio systems provide up to eight channels over a single wire pair Communications features: Up to five supervised remote microphone inputs Spoken voice coding from the digital message player Multiple digitally recorded human voice messages Spoken WALKTEST system testing Separate evacuation, drill, and optional "All Clear" voice messages and tones Ready -to -talk microphone indicator on front panel audio control module Local panel speaker for tone/message broadcast verification MINIPLEX Voice Transponders are available for distributed audio Amplifiers are available with analog or digital input: Flex-35 (35 W) and Flex-50 (50 W) amplifiers provide a dual channel design with configurable operation modes 100 W primary and backup, single channel amplifiers include a built-in power supply Amplifiers are available for 25 VRMS or 70.7 VRMS output with on -board, power -limited NACs (only one voltage choice per system) Built-in Temporal Pattern horn tone provides default backup signal operation Optional modules provide power -limited NAC expansion, convert Class B NACs to Class A operation, and provide Constant Supervision Operation for Non -Alarm Audio NAA) applications (NAA requires additional hardware, and software revision 11.08 or higher) Firefighter telephone systems: Master telephone can simultaneously talk with up to 6 remote telephones and can be connected as an audio input for broadcast messages Ring signal on remote firefighter telephone indicates that a call request is initiated and a hold signal indicates that a connected line has been deselected Telephone circuits are supervised for open and short circuits, too many telephones connected, and the master telephone is supervised for cord integrity Degraded mode allows remote telephones to remain connected to each other in the event of a communications loss 4100ES Fire Alarm Control Panel with Voice and Firefighter Telephone Options Listed to: UL 864, Fire Detection and Control (UOJZ), and Smoke Control Service (UUKL) UL 2017, Process Management Equipment (QVAX) UL 1076, Proprietary Alarm Units -Burglar (APOU) UL 2572, Mass Notification Systems (PGWM) ULC S527, Control Units for Fire Alarm Systems escrintic 4100ES Audio Systems provide voice communication, alarm tones, and/or digitally prerecorded voice messages to alert occupants of fire or other emergency situations. Evacuation signaling may be automatically generated via alarm initiated event programs or by firefighting personnel using the operator controls. 41000 Series Products Note. The audio system modules and features listed in this data sheet are both compatible with, and listed for use with 410OU series fire alarm control panels. Contact your local Simplex® product supplier for details. See page 5 for product that is listed as UL or ULC and additional product listing details. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7165-0026:251 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fin: Protection Products. S4100-0034-20 312018 The Audio Controller Module provides digitized alarm tones and digitally recorded voice messages and message construction, and manages both microphone inputs and other auxiliary inputs connected to the optional Auxiliary Audio Input Module. Tones and voice messages are digitally recorded and stored in the audio control module's message memory. Two versions are available: Analog and Digital. Systems must be either analog or digital, not intermixed. One audio control module controls the entire audio system. Common audio control board features: On -board digital message memory provides up to 2 minutes at normal or 1 minute at high resolution Connects to optional 4-input audio input modules (two maximum) for a total of up to 6 microphones and 11 distinct audio inputs Memory expansion is available to provide up to 8 minutes or 32 minutes at normal resolution 4 minutes or 16 minutes at high resolution) Connections for a Master Microphone and one Remote Microphone, compatible with standard or noise -canceling microphones Master telephone to audio interface connection uses the audio bay's Power Distribution Interface Module (PDI) Local panel speaker output with on -board volume control On -board download port for message loading The microphone ready -to -talk LED is located on the front panel audio control module (see p. 4) and requires connection to a 64 LED/64 switch controller Audio risers, either digital or analog, may be directly connected to 31 remote nodes; for applications requiring audio risers to more than 31 remote nodes, alternate connection methods are available, contact your Simplex product representative for details Analog audio control modules are for systems that require one or two simultaneous channels of audio information per the following feature summary. Built-in 10 VRMS riser output eliminates the need for separate riser amplifiers available as Class B or Class A Messages can play on one or both risers simultaneously, with the same or a different message Analog audio controllers are for connection to analog input audio amplifiers and audio risers only On -board status LEDs assist with setup and troubleshooting 191 • • .. Digital audio control modules are for systems that require more than two simultaneous channels of audio information per the following feature summary. Up to 8 channels of information at normal resolution are available (4 channels at high resolution) on one twisted wire pair Primary 1 Digital Audio Riser (DAR) output can be either wired Style 4 or Style 7; Primary 2 DAR is an identical, separate output for Style 4 connections, typically to local MINIPLEX voice transponders Digital audio controllers are for connection to digital input audio amplifiers and digital audio risers only VTV P. • • The Temporal 3 Pattern is available for compatible tones 1/2 sec on, 1/2 sec off, 1/2 sec on, 1/2 sec off, 1/2 sec on, 1-1/2 sec off) to indicate evacuation. The following is a list of the standard audio tones. Horn, continuous 520 Hz tone, primarily used for coded systems or general temporal pattern signaling; 520Hz tone is compliant with NFPA 72 Low Frequency Signal Requirements for Sleeping Areas Chime, a digitally recorded mechanical chime tone, normally used free -running or for coded operation Bell, a digitally recorded mechanical bell sound, normally used free -running, for coded systems, or general temporal pattern signaling Fast Whoop, a quickly ascending tone Slow Whoop, a slowly ascending tone High/Low, with high frequency of 750 Hz for 100 ms and low frequency of 500 Hz for 400 ms Beep, 500 Hz tone of 0.7 s on, 0.7 s off Stutter, 500 Hz tone with on and off times of 100 ms Wail, ascends, then descends between 600 to 940 Hz GSA Tone, continuous 2000 Hz tone Zone Coded Signaling is available using tones or spoken numbers. Spoken coded messages can be used in place of conventional pulse tone coding to eliminate counting and interpretation of the zone coded location. For example, a fire alarm zone such as First Floor East, Smoke Detector Room 23 will be Code 1123. Two possible transmission schemes are: 1. Conventional Zone Coded Signaling where T = Tone: T... T... TT ... TTT... T... T... TT ... TTT... 2. Spoken Coded Signaling: Code, one.. one.. two.. three; Code, one.. one.. two.. three The Audio Controller has the ability to precede spoken codes with phrases and alert tones. As an alternative, the previous example could have been preceded with a chime tone. The word "code" could be replaced with the phrase Doctor Firestone, please dial...". Preprogrammed Special Messages can be ordered. Up to 32 minutes of special phrases and messages are available to meet specific applications. The standard Evacuation Message is: "Attention... Attention... Attention ... An emergency has been reported.... All occupants walk to the nearest stairway exit and walk down to your assigned re-entryfloor or main lobby... Do not use the elevator... Walk to the nearest stairway.... Do not use the elevator.... Walk to the nearest stairway. " Custom Message Ordering is summarized below: Model Description Select when Custom Messages are required, 4100- 8804 choose message types from below as required minimum quantity of one) 4100- 0822 Custom Messages from Tape Order (1) Custom Messages from 4100-082x for Transcript; NOTE: Send each (2) complete 4100- 0823 transcript in advance to messages without Applications Engineering to spliced phrases; verify phrase quantity or for each (50) Custom Messages from spliced phrases Archive 4100- 0824 CO Relocation Message; Temporal 4 Pattern hom tone with English male voice instruction; identify as UCSET1393" when ordering S4100- 0034-20 3/2018 9- . • 4100ES audio amplifiers are available as dual channel models rated for 35 W (Flex-35) or 50 W (Flex-50) and as single channel 100 W models with on -board NACs notification appliance circuits) for convenient field wiring. Common features are summarized as follows: Analog input amplifier models are for single or dual channel system operation Digital input amplifier models are for multi -channel system operation providing up to eight channels over a single twisted wire pair Amplifiers are power -limited with models available providing 25 VRMS, or 70.7 VRMS output When Non -Alarm Audio (NAA) applications (such as for background music, paging, or for Mass Notification) are required, optional Constant Supervision modules provide continued speaker zone supervision during the page or while background music is playing; due to the NAA supervision requirements, when amplifiers are used for paging or playing background music, output power is derated to 70% of alarm output rating (24.5 W, 35 W, and 70 W); during alarm conditions full amplifier output power is available Linear power output stages are traditional Class B designs for low distortion and low EMI An on -board 500 Hz temporal pattern horn tone on each amplifier provides a default backup tone Supervision actively monitors amplifier gain in real time, comparing output level to input level On -board test switches can be activated to test and observe amplifier backup On -board overcurrent protection protects against overloads and short circuits Each amplifier communicates to the host CPU and allows voltage and current values to be accessed from the fire alarm control panel operator interface Flex-35 and Flex-50 amplifiers area self -backup dual channel design that provides a total of 35 W or 50 W of audio power with the following common feature summary: Self -backup feature allows NACs connected to a disabled amplifier channel to be routed to the remaining channel with the full 35 W or 50 W providing the single channel as selected by the fire alarm control panel programming; external backup amplifiers are not required Three standard on -board audio NACs are each rated for 2 A maximum and are capable of being routed to either desired amplifier channel Compatible power supplies include the: Expansion Power Supply (XPS), Remote Power Supply (RPS), or System Power Supply (SPS); power supplies with single amplifiers can provide power for other compatible applications within their rated output Digital models of the Flex-35 and Flex-50 have a digital decoder module that selects one or two of the input channels as desired Selectable reduced output levels of -12 dB or -6 dB are available for non -emergency audio output, selectable per channel Each Flex-35 channel is capable of up to 35 W output with a total of 35 W Channels can be divided as 0 W and 35 W; 17.5 W and 17.5 W; 10 W and 25 W; or any combination that totals 35 W or less Flex-50 Amplifiers Each Flex-50 channel is capable of up to 50 W output with a total output of 50 W Channels can be divided as 0 W and 50 W; 25 W and 25 W; 10 W and 40 W; or any combination that totals 50 W or less 11FIT11112MMI-7Moil 1 Two Flex-35 amplifiers, or two Flex-50 amplifiers can connect to a single Expansion Power Supply (XPS) in the same audio expansion bay (amplifiers must be the same model number); XPS output is dedicated to amplifier power Mounting for dual Flex-35 or Flex-50 amplifiers is Blocks A & B for amplifier 1, Blocks C & D for the XPS, blocks E & F are not used, and Blocks G & H are for amplifier 2 (see page 7 for mounting reference) 100 W amplifiers provide single channel operation per the following feature summary: Six standard on -board Class B audio NACs are each rated for 2 A maximum 100 W amplifiers include a built-in power supply and use system battery backup Amplifier and power supply size requires four continuous blocks of expansion bay size A single 100W primary amplifier or both a primary and a backup amplifier can be located on a single expansion bay (refer to page 7 for bay loading) Redundant (backup) amplifiers interconnect directly to minimize wiring connections and their power is routed through the NACs of the primary amplifier Redundant amplifier operation can be configured as one -for -one or one -for -many depending on specific requirements Digital models of these amplifiers have a digital decoder module that selects the desired input channel per system requirements Selectable reduced output levels of -12 dB or -6 dB are available for non -emergency audio output M. • M X •• ffl- o For applications requiring additional NACs, modules are available for on -board expansion and further expansion is available with the chassis mounted 4100-5116 Expansion Signal Module 100 W Amplifiers support optional modules that convert the six audio NACs to Class A or to increase the Class B audio NACs to twelve NOTE: Adding NAC expansion modules does not increase amplifier power beyond the stated ratings 54100-0034-20 3/2018 Audio Bay Reference with Single Channel Audio Control and Firefighter Telephone Modules Audio Control Modules 4100-1252, Single Channel Visible area 8-1/4" H 2" W 210 mm x 51 mm) with typical labels Single Channel Audio Control 4100-1252 Green LED I Red r LEDs I I 1 1 I I I Green LEDs I I I 4100-1253, 1.5 Channel G reen LED I Red LEDs I I I 1 1 I I I Green I LEDs I I I 4100-1254, Dual Channel Green LED I Red I LEDs I I I I I I I 1 Green LEDs I I / 1 4100-1255, 3-8 Channel Blank switches can be programmed as required Green LED 1 I I I I F Red LEDs I I 1 I I L Green I LEDs 4 S4100-0034-20 3/2018 Emergency Voice/Alarm Communications Equipment Product Selection NOTE: Select systems as either analog or digital. When amplifiers are used for Non -Alarm Audio paging or background music with Constant Supervision, output power is derated to 70% of alarm power (24.5 W, 35 W, and 70 W); full output is available for alarm. Analog Emergency Voice/Alarm Communications Equipment, Constant Supervision Compatible Model Description Details 4100-9620 Basic Analog Audio Operation with microphone, requires Includes: Expansion Bay, 4100-1210 Analog Controller Board, dedicated expansion bay Microphone Module, and Audio Expansion Bay Kit 4100-1210 Analog Controller Board only; order expansion bay and Controller board mounts in Blocks A and B audio expansion bay kit separately 4100-1361 25 VRMS output Flex-35, 35 W Amplifier, constant NAC rating = 1.4 A 35 W, or 100 Includes three on- 4100-1362 70.07 VRMS output supervision compatible NAC rating = 0.5 A speakers max. board Class B audio NACs; power 25 VRMS outputP Flex-50, 50 W Amplifier, constant NAC rating 2 A9 = 50 W, or 1004100-1312 asuppliedfroman XPS, 4100-1313 70.7 VRMS output supervision compatible NAC rating = 0.707 A speakers max. RPS, or SPS* 100 W Analog Amplifiers with Power Supply, Constant Supervision Compatible Model/Output Voltage Power Supply Input/Listing Description Details 25 V 70.7 VRMS 4100-13 4100-1315 120 VAC, 60 Hz UL Primary too w Amplifier Includes six, Class B audio NACs; NAC rating = 100 speakers maximum; 2 A @ 25 VRMS (50 W); A @ 70.7 VRMS (100 W) ULC models1.414 have low 4100-1316 4100-1317 120 VAC, 60 Hz ULC 4100-1318 4100 1319 220/230/240 VAC, 50/60 Hz UL 4100-1320 4100-1321 120 VAC, 60 Hz UL Backup 100 W Uses the six Class B NACs of primary battery dropout 4100 1322 4100-1323 120 VAC, 60 Hz ULC Amplifier amplifier circuit 4100-1324 4100-1325 220/230/240 VAC, 50/60 Hz UL Digital Emergency Voice/Alarm Communications Equipment, Constant Supervision Compatible Model Description Details 4100-9621 Basic Digital Audio Operation with microphone, requires Includes: Expansion Bay, 4100-1311 Digital Controller Board, dedicated expansion bay Microphone Module, and Audio Expansion Bay Kit 4100-1311 Eight Channel Digital Controller Board only; order Controller board mounts in Blocks A and B expansion bay and audio expansion bay kit separately 4100-1363 25 VRMS output Flex-35, 35 W Amplifier, constant 70.07 VRMS output supervision compatible NAC rating = 1.4 A 35 W, or 100 NAC rating = 0.5 A speakers max. Includes three on- board Class B audio NACs; power is 4100-1364 4100-1326 25 VRMS output Flex-50, 50 W Am lifiier, constantp 70.7 VRMS output supervision compatible NAC ratin 2 A9 = 50 W, or 100 NAC rating = 0.707 A speakers max. supplied from an XPS, RPS, or SPS* 4100-1327 100 W Digital Amplifiers with Power Supply, Constant Supervision Compatible Model/Output Voltage Power Supply Input/Listing Description Details 25 VRMS 70.7 VRMS 4100-1328 4100-1329 120 VAC, 60 Hz UL Primary 100 W Amplifier Includes six, Class B audio NACs; NAC rating = 100 speakers maximum; ULC2A@25VRMS (50 W); models 4100-1330 4100-1331 120 VAC, 60 Hz ULC 4100-1332 4100-1333 220/230/240 VAC, 50/60 Hz UL 1.414 A @ 70.7 VRMS (100 W) have low 4100-1334 4100-1335 120 VAC, 60 Hz UL Backup 100 W Amplifier Uses the six Class B NACs of primary amplifier battery dropout circuit4100-1336 4100-1337 120 VAC, 60 Hz ULC 4100-1338 4100-1339 220/230/240 VAC, 50/60 Hz UL Audio Options for use with either Analog or Digital Systems (see page 2 for custom message ordering) Amplifier and Related Audio Options Model Description Details and Mounting Reference 4100-1245 Flex-35/50 Expansion NAC Module; adds Choose Mounts on Flex-35/50 assembly; NAC ratings = 1.5 A, 35/50 W, three Class B audio NACs or 100 speakers maximum; Supv. = 8.4 mA, Alarm = 60 mA 4100-1246 Flex-35/50 Class A Adapter Module; converts one per amplifier Mounts on Flex-35/50 assembly; NAC ratings = 2 A, 50 W, or three on -board NACS to Class A operation 100 speakers maximum; Supv. = 1 mA, Alarm = 30 mA 4100-1248 100 W Amplifier Expansion NAC Module; NAC Choose Provides six additional Class B audio NACs, mounts on 100 W ratings = 1.5 A, 50 W, or 100 speakers max. one erp amplifier amplifier assembly; Supv. = 17 mA, Alarm = 60 mA 4100-1249 100 W Class A Adapter Module; NAC ratings Converts six on -board NACs to Class A operation, mounts on 2 A, 50 W, or 100 speakers maximum 100 W amplifier assembly; Supv. = 1 mA, Alarm = 60 mA 25 VRMS Output; NAC Constant Supervision Supv. = 10 mA 4100-1259 rating = 2 A, 50 W, or 100 Adapter for three NACs; on batteries; Converts three Class B audio NACS to Class A speakers maximum select per amplifier output Alarm = 35 mA or Class B Constant Supervision NACs; mounts 70.7 VRMS Output; NAC not compatible with Supv. = 38 mA on Flex-35/50 or 100 W amplifier assembly; 4100-1260 rating = 0.707 A, 50 W, or amplifier NAC expansion Alarm = 70 mA use two for the six NACs on 100 W amplifiers; 100 speakers maximum modules) Refer to data sheet S4100-0031 for power supply details. continued on next page) 5 S4100-0034-20 312018 Emergency Voice/Alarm Communications Equipment Product Selection (Continued) Amplifier and Related Audio Options (Continued) Model Description Details and Mounting Reference Expansion Signal Module; three, 1.5 A Class B Converts one NAC input to three NAC outputs; selects between two inputs; 4100-5116 NACs; up to five maximum per amplifier; NAC for Flex-35/50 amplifiers only, two input NACs are required; Single Block rating = 1.5 A, 50 W, or 100 speakers maximum module mounts in expansion bay; Supv. = 20 mA; Alarm = 80 mA 4100-1266 Expansion Signal Module NAC Expander; NAC Expands module capacity to six, Class B NACs; rating = 1.5 A, 50 W, or 100 speakers maximum Supv. = 0.84 mA; Alarm = 60 mA These modules 4100-1267 Expansion Signal Module Class A Adapter; NAC Converts 3 Class B, NACs to Class A; Supv. = 1 mA; mount on the 4100-5116; rating = 1.5 A, 50 W, or 100 speakers maximum Alarm = 30 mA Expansion Signal Module Constant Supervision Converts 3 Class B NACs to Class B or Class A Constant select one max. per 4100-5116 4100-1268 Adapter for 25 VRMS or 70.7 VRMS; NAC rating Supervision NACs; Supv. = 38 mA on batteries (constant as required 1.4 A, 50 W, or 100 speakers maximum supervision deactivated); Alarm = 70 mA 4081-9018 End -of -line resistor harness for 70.7 VRMS NACs; 10 kQ' 1 W 4100-2300 Expansion Bay Hardware; order one for each expansion bay 4100-2320 Audio Bay -to -Bay Interconnection Harness Kit; order one for each audio bay addition 4100-0637 Audio Box Interconnection Harness Kit; order one for each close-nippled audio cabinet Audio Input and Controller Options (see page 2 for custom message ordering) Model Description Details and Mounting Reference 4100-1240 Auxiliary Audio Input Module; four additional Inputs for 10 VRMS, 25 VRMS, 70.7 VRMS, line level (0.707 VRMS), or unsupervised) inputs per module; 2 maximum microphone; 1 Block; current = 10 mA 4100-1241 8 Minute Message Expansion Module Provides 8 minutes at normal resolution or 4 minutes at high Mounts to resolution, Supv. = 2 mA; Active = 17 mA audio 4100-1242 32 Minute Message Expansion Module Provides 32 minutes at normal resolution or 16 minutes at controller high resolution; Supv. = 2 mA; Active = 17 mA module Operator Interface and Related Options Model Description Details and Mounting Reference 4100-1243 Microphone Module (mike); for One maximum per audio system; front panel module that requires 2 Slots (4"), Supervisory Fire Alarm Control Panels locate on expansion bay only; space behind for 4100ES flat modules only current = Remote Microphone Module; Front panel module that requires 2 Slots (4"), locate on expansion bay only; 2.4 mA 4100-1244 for Remote Annunciator space behind for 4100ES flat modules only; distance limited to 4000 ft Active current Panels 1219 m) 6 mA 4003-9803 Remote Microphone Module Mounted on plate with controls, for 2-gang box mount, see data sheet S4100-0053 for details 4100-1252 1 Channel (audio or mike) Operator Interface LED/Switch Single Slot LED/switch modules; connects to a 4100-1288 or 4100-1289 LED/switch controller in the same bay; space behind controller accepts 4100ES flat modules only (see drawings on p. 4); current = 24 mA; Additional adjacent LED/switch modules, as shown on p. 4, are used as 4100-1253 1.5 Channel (audio + mike) 4100-1254 2 Channel (full audio) 3-8 Channel (8 channel normal 4100-1255 res. messages, 4 channels of Modules required for specific speaker circuit selection (refer to data sheet high res. messages) S4100-0032 for LED/switch module availability) 4100-1288 64 LED/64 Switch Controller Refer to data Mounts behind the LED/switch modules; has LED/switch controllers Module with mounting plate sheet S4100- 0032 far details provisions for one 4100-1289 Controller Module and their connected modules must be in4100-1289 64 LED/64 Switch Controller Mounts on extra space of 4100-1288; controls Module without mounting plate additional 64 LEDs and 64 switches the same bay Firefighter Telephone System Products Model Description Details and Mounting Reference Master Telephone with Control Module and Front panel module; space behind for 4100ES flat modules only; phone 4100-1270 three Class B telephone NACs, one maximum control module included, mounted on bay module mounting plate; for per audio system; for use in Fire Alarm Control individual telephone circuit control, use LED/switch modules; Panels only; includes one 4100-1272 Module Supv. = 80 mA; in use = 140 mA + remote phones (see table on page 7) 4100-1271 Remote Master Telephone Mounts in Remote Annunciator Panel only (see S4100-0038) 4100-1272 Expansion Telephone Control Module with three Expansion module for additional telephone circuits in main control or Class B telephone NACs transponders; Supv. = 80 mA; in use = 140 mA + remote phones 4100-1273 1 Telephone NAC Class A Adapter Module Mounts to 4100-1270 or -1272; no additional current required Network and MINIPLEX Transponder Audio Connection Options Model Description Details 4100-0623 Network Audio Riser Controller Module for Typically for Network nodes without an audio controller, used for NAA control of either an analog or digital riser module applications; mounts in Block A; current = 14 mA 4100-0621 Dual Channel Analog Audio Accepts two separate audio signals from host; controlled by Transponder Riser Module Select one, Interface Module; current = 25 mA when active 4100-0622 3-8 Channel Digital Audio Riser Receives and decodes digital inputs; up to eight audio channels; Module; with NAA input mounts in Block B current = 70 mA; NAA input for 25, 70.7, or 0.707 VRMS MCC (Multiple Command Center) Selects a single digital audio channel and converts it to an analog line level 4100-1341 Digital Audio Riser Interface for input to an analog 4100ES/ 41000/4100 Legacy voice panel; current = 70 mA 4100-9854 4100/4100+ Legacy bay mounting kit Use to mount 4100-1341 MCC Digital Audio Riser Interface in legacy panel 4100-1258 NPU to 4100ES Audio Interconnect Module; Dual terminal block module with harnesses for connecting to the Audio mounts in 4100ES Audio cabinet Controller and Telephone Control module (requires 1 Block) S4100-0034-20 3/2018 MR V - • Firefighter telephone systems provide two-way communications for facilities where radio communications may not be available or are unreliable. They are typically used during active firefighting conditions, during a fire alarm investigation, or during fire alarm system inspection and test. System Operation. Connections are made using a common talk line (party line) that includes a Master Telephone and up to six remote telephones. Remote telephones call into the Master by either being taken off -hook or by being plugged into a telephone jack. The Master Telephone location receives a ring -in tone with a visible LED indicator for each telephone circuit. When the call is received, the operator selects the calling telephone circuit using the assigned switch control. The operator at the master location can place the original telephone circuit on hold and connect to additional telephone circuits or add them to the talk line. Master Telephone Operation. The Master Telephone connects directly into a telephone interface module. A Push -to -Talk (PTT) switch provides the operator with voice input control. Each master telephone uses local LED/switch modules to select telephone circuits and to silence any subsequent call -ins until selected. Telephone Circuit Control. A call request causes the local call -in tone sounder and assigned telephone circuit LED to pulse quickly. Pushing the calling circuit's switch silences the local sounder and connects that circuit to the talk line. Activating the switch again places that circuit on hold with a hold tone being heard at the remote telephones and causing that circuit's LED to pulse slowly. Subsequent pushes toggles from active to hold. Activating a telephone circuit switch when no call is incoming places a request to pick up on remote telephones equipped with local LEDs. Master telephones can be also be connected as an input to an audio controller module to allow audio system message broadcasting without using a microphone. Expansion Bay Module Loading Reference IS L I Slot 1 Slot 2 Slot 3 Slot 4 Slot 5 Slot 6 Slot 7 Slot 8 Block A Block C Block E Block G Block B Block D Block F Block H Expansion Bay Chassis Size Definitions: Block = 4" W x 5 H (102 mm x 127 mm) card area Slot = 2" W x 8" H (51 mm x 203 mm) motherboard with daughter card Remote Master Telephones mount in Remote Annunciator Cabinets and are wired as the only connection to a telephone circuit. By adding local LED/switch modules, operation is that of the Master Telephone. Remote telephones are available cabinet mounted or for plugging into a dedicated telephone jack. Each hears a ring tone when a call -in is selected and a hold tone when placed on hold. When on hold, the remote telephones are each separated from the talk line. The Telephone Interface Module provides three Class B (Class A option is available) telephone circuits, connection for a master telephone, and a telephone riser input. One module is supplied when selecting a Master Telephone. Additional telephone interface modules can be added as required. Telephone circuit outputs can be programmed as remote telephones, as a Remote Master, or for telephone riser operation. Telephone circuits are supervised for opens, shorts, and overload conditions. The Master Telephone is supervised for broken cord or off -hook. Telephone riser operation can be programmed to provide a telephone riser output that is used to interconnect telephone interface modules in different locations. This output type has ring and hold tones disabled. Degraded Mode. If the telephone interface module loses communications with the host fire alarm control panel, telephone circuits off -hook are automatically connected to the talk line allowing any telephone to talk to another simply by being picked up (or plugged in). Master Telephone Control Current with Remote Telephones. The following table lists Master Telephone Control current with the addition of remote firefighter telephones. Remote 0 1 2 1 3 1 4 5 6 Phones Current (mA) 1 140 180 220 1250 1 276 1 304 1329 9 Description Mounting Audio Controller Modules Blocks A & B Network Riser Controller Module Block A Audio Riser Modules Block B SPS or RIPS Blocks E, F, G & H ONLY XPS Blocks G & H ONLY* Flex-35 Amplifiers, 2 max /bay* Blocks E & F; C & D; orA&B Flex-50 Amplifiers, 2 max/bay* Blocks E & F or C & D 100 W Amplifiers, 1 max/bay Blocks E, F, G & H 100 W Backup Amplifiers, 1 max. per bay with primary amplifier Blocks A, B, C & D Master or Remote Phone Module Blocks A & B Master or Remote Microphone Module Two vertical Blocks, any location (except next to telephone) Telephone Module 1 Block Expansion Signal Module 1 Block Operator LED/Switch Modules 1 Slot NPU to 4100ES Audio Interconnect Module 1 Block NOTE: When mounting dual Flex amplifiers on an expansion bay, special mounting rules apply. S4100-0034-20 3/2018 Input Power Power Supplies; SPS, XPS, RPS, 120 VAC Models 4 A maximum @ 102 to 132 VAC, 60 Hz and 100 W Amplifiers 220-240 VAC Models 2 A maximum @ 204 to 264 VAC, 50/60 Hz; with taps for 220/230/240 VAC Amplifier Ratings Built-in Tones 500 Hz horn tone operated at temporal pattern, provided when amplifiers are separated from audio controller Input Voltage 19 to 35 VDC from adjacent power supply Flex-35 Amplifiers: 4100-1361 4100-1362 4100-1363 4100-1364 Supervisory Current 425 mA with power stage supervised 85 mA in low power mode Alarm Current @ full output power 5.5 A with continuous horn tone Use this value for power supply loading 1.64 A average, with temporal pattern horn Use this value for batterybackupreference Input Voltage 19 to 35 VDC from adjacent power supply Flex-50 Amplifiers: 4100-1312 4100-1313 4100-1326 4100-1327 Supervisory Current 425 mA with power stage supervised 85 mA in low power mode Alarm Current @ full output power 5.55 A with continuous horn tone Use this value for power supply loading 2.27 A average, with temporal pattern horn Use this value for batterybacku-P reference 100 W Amplifiers and Backup Amplifiers: 4100-1314, 4100-1316, 4100-1318, Supervisory Current 400 mA (analog); 220 mA (digital) with power stage supervised85mAinlowpowermode 4100-1320, 4100-1322, 4100-1324; 4100-1328, 4100-1330, 4100-1332, 4100-1334, 4100-1336, 4100-1338 Alarm Current @ full output power 9.6 A with continuous horn tone 3.8 A average, with temporal pattern horn Use this value for battery backu reference Total Amplifier Power per Cabinet 1300 W maximum Auoio controuer Kaunas 4100-9620, 4100-1210 Analog = 225 mA supervisory Add for local speaker in alarm: 75 mA min. volume; Current 190 mA half volume; 333 mA full volume; Digital = 85 mA supervisory Requirements 4100-9621, 4100-1311 Add microphone current separately; Supv.= 2.4 mA; Active = 30 mA Analog Riser Distance Up to 10,000 ft 3048m total with 18 AWG 0.82 mmz shielded twisted pair STP Digital Riser Distance; 18 AWG Up to 2500 ft (762 m) from 4100-1311 Digital Controller to 4100-0622 Digital Audio Riser or unshielded, twisted pair (UTP) required, 4100-1341 MCC Digital Riser Interface; up to 2500 ft (762 m) between 4100-0622 Digital except as noted (refer to Installation Audio Riser Modules or 4100-1341 MCC Digital Riser Interfaces (signal is reformatted and Instructions 574-844)* repeated); wire runs over 100 ft 30 m require UTP wire NOTE: Wire runs of 100 ft 30 m or less require shielded twisted pair wire STP Fi refig hter Telephone Distance Ratinos Distance 17500 ft (2286 m) distance to farthest phone, 18 AWG shielded twisted pair (STP) Matte L;nar, er, 5 stem anC Kemote Power Su 1 (sealed lead -acid batteries Battery capacity range UL listed for battery charging of 6.2 Ah up to 110 Ah (batteries larger than 50 Ah require a remote battery cabinet); ULC listed for charging up to 50 Ah batteries Charger characteristics and performance Temperature compensated, dual rate, recharges depleted batteries within 48 hours per UL Standard 864, to 70% capacity in 12 hours per ULC Standard S527 Environmental and Installation Instruction Reference Operating Temperature Range 32' to 120°F 0° to 49* C Operating Humidity Range Up to 93% RH, non -condensing 90° F 32° C maximum Installation Instructions Reference Flex Amplifiers 579-173 11 Constant Supervision NAC Modules 579-515 Digital/AnalogDigital/Analog Amplifiers 579-174 11 Firefi hter Phones 579-226 Additional 4100ES Product Reference Subject Data Sheet Subject Data Sheet Subject Data Sheet Battery and Battery Cabinet NDU with SPS Power 4100ES Basic Panels with EPS Reference for 4100ES S2081-0006 Supplies for 4120 Network S4100-0036 Power Supplies S4100-0100 110 Ah Batteries and 4100ES Remote InfoAlarm Command Center Cabinets for 4100ES S2081-0012 Annunciator Panels S4100-0038 with EPS Power Supplies S4100-0101 Seismic Battery Brackets InfoAlarm Command Center NDU with EPS Power Supplies Reference S2081-0019 with SPS Power Supplies S4100-0045 for 4120 Network S4100-0102 4100ES Basic Panels with NDU with SPS Power I NDU with EPS Power Supplies SPS Power Supplies S4100 0031 Su lies for ES Net S4100-0077 for ES Net S4100-0104 TYCO, SIMPLLY,, and the product names listed in this material are marks and or registered marks, Unauthorized use is sirictly prohibited f3® S i m p I Ex Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4100-0034-20 3/2018 www. simplex-fire.com C 2018 Tvco Fire Protection Products. All rights reserved. All speciftcanow and other information shown were current as ojdocumem revision dale and are suhjeci to change without nonce. U®SimplEx Fire Alarm Control Panel Accessories Listings* System Batteries, Sealed Lead -Acid; with Applications Reference for Battery Cabinets, and Battery Cabinets with Charger Rechargeable, sealed lead -acid batteries: Lead -calcium grid structure with immobilized electrolyte in absorbent separator Low maintenance with no need to add water Low self -discharge characteristics One-piece, high impact polystyrene cell cover with high reliability dual seal construction UL 924 recognized pressure relief valves Available in a variety of capacities: Batteries for internal mounting range from 6.2 Ah up to 50 Ah, depending on control panel cabinet size Larger batteries, up to 110 Ah, mount in external battery cabinets with models available with internal chargers Battery cabinets with chargers: Battery cabinets with charger communicate with their connected fire alarm control panel and are available for 4100ES/4010ES/4100U Series and 4010 Series panels Simplex rechargeable sealed -lead acid batteries provide reliable and repeatable discharge and recharge characteristics for use in fire alarm and other systems applications. They are designed with immobilized electrolyte in an absorbent separator, allowing them to provide rated capacity on the first cycle. Because of their sealed construction, packaging is allowed within the system electronics enclosure (see illustration on page 2). When this is applicable, the quantity of system cabinets and the battery wiring distances are both minimized. Where required, external battery cabinets can be close-nippled to the control panel to house larger batteries with battery chargers available in some battery cabinet sizes. Lmim mbl-gE a Charging. These batteries are intended to be used with compatible Simplex battery chargers. Series Connections. These batteries are required to be connected in series to produce 24 V system voltage. Battery sets must be of identical voltage, model number, appearance, and approximately the same date of manufacture for proper operation. Testing. Battery capacity testing is recommended to be performed by using a sealed lead -acid battery tester designed to withdraw a minimum of battery charge. The preferred tester applies a variety of amplitude and duration controlled test pulses that compares terminal voltage against those predicted for the specific battery size. (Testing is available through your local Simplex product supplier.) Compatible Sealed Lead -Acid Batteries can be Installed Inside Fire Alarm Control Panel Cabinets Remote Battery Cabinets are Available for Larger Battery Requirements Shipping. Sealed lead -acid batteries are shipped via ground or sea transportation only. They are not shipped via air. Disposal. Battery chemicals and materials can be recycled. Refer to information shipped with the battery or on its case. Return to the battery manufacturer or to a similarly qualified battery processing facility for proper disposal. Seismic Activity Applications. Battery brackets are available for systems tested for compliance with specific batteries. Please refer to data sheet S2081-0019 for details. Refer to details on page 4 and to the referenced individual product data sheets for agency listing status of battery cabinets and chargers. The batteries detailed in this document meet the requirements of UL, ULC, and Factory Mutual for use with respective equipment battery chargers as listed on page 3. Contact your local Simplex product supplier for proper battery selection per system requirements. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. S2081-0006-22 10/2016 N Battery Construction Reference Actual appearance will vary with battery size. Sealed outer cover Quick connect or post type terminal Vent hole type varies with battery size) Potting material, black for negative, red for positive 0 0 (polarity is also clearly marked with + and -) Inner cover-- Absorbent separator used to immobilize electrolyte Lead -calcium grids Cell arou Battery Size Specifications Pressure relief valve Semi -permeable membrane separator Cell case (high impact polystyrene) Battery Model Capacity @ 20 Hour Width* Depth* Height with Approximate Discharge Rate Terminals Weight* 2081-9272 6.2 Ah 6-1/8" (156 mm) 2-5/8" (67 mm) 4" (102 mm) 5.75 Ibs (2.6 kg) 2081-9274 10 Ah 6" (153 mm) 4-1/16" (103 mm) 4" (102 mm) 9.2 Ibs (4.2 kg) 2081-9288 12.7 Ah 6" (153 mm) 4" (102 mm) 4" (102 mm) 9 Ibs (4,1 kg) 2081-9275 18 Ah 7-1/4" (184 mm) 3-3/8" (86 mm) 6-5/8" (168 mm) 14.3 Ibs (6.5 kg) 2081-9287 25 Ah 6-5/8" (168 mm) 5" (127 mm) 7" (178 mm) 19.4 Ibs (8.8 kg) 2081-9271 rectangular case, 33 Ah 12-1/2" (318 mm) 3-3/8" (86 mm) 7-1/16" (179 mm) 26.6 Ibs (12.1 kg) typically for service) 2081-9276 square" case, 33 Ah 7-3/4" (197 mm) 5-1/4" (133 mm) 6-3/4" (171 mm) 26.5 Ibs (12 kg) use for new) 2081-9296 50 Ah 9" (229 mm) 5-1/2" (140 mm) 8-7/8" (225 mm) 41.8 Ibs (19 kg) 2081-9279 110 Ah 11-3/16" (284 mm) 10-1/2" (267 mm) 9" (230 mm) 82 Lbs (37 kg) Dimensions and weight are per battery and are for reference only. Exact size may vary. Refer to the tables on page 3 for mounting compatibility. These batteries are 12 V each and series connected for 24 V system use. NOTE: When wired in series for 24 V output, these batteries are to be of identical voltage, appearance, model number, and approximately the same date of manufacture. General Battery Specifications Nominal Voltage Rating 12 Volts per battery Discharge Rating 20 Hour Rate Typical Charge/Discharge Cycles 100 to 150 Preferred Charge Temperature Range 60° F to 90* F (15.6°C to 32.2° C) 2 S2081-0006-22 10/2016 Battery Compatibility for Fire Alarm Control Panel Mounting NOTE: Refer to individual fire alarm control panel product data sheets for additional battery application information Battery Model Capacity Simplex Control Panel Model Series (see legend and notes below) 4003EC 4004R 4007ES & 4005 4006 & 4008 4009 all models) 4010 4010ES 4100ES/ 41000 4100 & 4120 2, 4 or 6-Unit) 2081-9272 6.2 Ah If If J J J J 2081-9274 10 Ah 2081-9288 12.7 Ah If J J 2081-9275 18 Ah Ext Note 3 Ext Ext Note 2 2081-9287 25 Ah Ext Note 3 Ext Ext NA J 2081-9271 rectangular 33 Ah Ext Note 3 Ext NA NA Note 3 Ext 2081-9276 square" 33 Ah Ext Note 3 NA NA NA Note 3 2081-9296 50 Ah NA Note 3 NA NA NA Note 3 Note 6 2 or 3 bay Ext 2081-9279 1 110 Ah Requires external battery cabinet, compatible with 4100ES, 4010ES, 4100, and 4120 Series only Can be placed in the respective equipment cabinet Ext = External battery cabinet is required, refer to selection chart on page 4 NA = Not applicable/not compatible NOTES: 1. These batteries meet the requirements of UL, ULC, and Factory Mutual for use with respective equipment battery chargers listed above. Contact your local Simplex product supplier for proper battery selection per system requirements. 2. 4010 Cabinets will accommodate 2081-9275, 18 Ah batteries, but will not allow bottom entry conduit. 3. Use 4081 series companion cabinet and charger, refer to page 4. 4. Some control panel models are listed for battery replacement reference only. 5. For 2 bay international applications only, 50 Ah batteries will fit in the cabinet. External Battery Cabinet Compatibility Reference Battery Cabinets without Chargers (connects to charger in panel) Battery Cabinet Panel Compatibility 2081-9275 2081-9287 2081-9271 2081-9276 2081-9296 2081-9279 18 Ah* 25 Ah Rectangular 33 Ah Square 33 Ah 50 Ah 110 Ah 2081-9280 4100ES,4010ES, NA NA NA NA NA 41000, and 4100+ 2081-9281 multiple NA 2081-9282 4009-9801 multiple NA NA NA NA 4009-9802 multiple NA NA NA NA Battery Cabinets with Chargers 2081-9275 2081-9287 2081-9271 2081-9276 2081-9296 2081-9279 Cabinet Panel Compatibility 18 Ah* 25 Ah Rectangular 33 Ah Square 33 Ah 50 Ah 110 Ah 4081-9301 4004R and 4010 J J NA 4081-9302 4081-9306 4100ES,4010ES, NA NA NA NA J J 4081-9308 and 41000 Batteries smaller than those listed are normally mounted in the product cabinet 25 Ah capacity was effective as of 7/2005. Can be placed in the respective equipment cabinet NA = Not applicable/not compatible S2081-0006-22 10/2016 External Battery Cabinet Specification Reference Battery Cabinets Without Chargers; Shallow Design with Front Door Model Color Listings Description Dimensions 2081-9281 Beige UL and FM 2-Unit, 4100 style cabinet without charger; with locking solid door and battery shelf, primarily for use with 50 Ah 25-3/4" W x 20-3/4" H x 6-3/4" D 654 527 171mmxmmx mm ) 2081-9282 Red batteries 4003-9860 Beige Multiple Intended for use with 4003EC systems, for up to 33 Ah 9-1/2" H x 24" W x 9" D batteries (refer to 4003EC data sheet S4003-0002) 241 mm x 610 mm x 229 mm) 4009-9801* Beige UL and For up to 25 Ah External battery cabinet without charger, 16-1/4" W x 13-1/2" H x 5-3/4" D FM batteries* with locking solid door and battery harness; for close-nippled mounting to 413 mm x 343 mm x 146 mm * 4009-9802 Beige UL For up to 33 Ah 25-3/4" W x 20-3/4" H x 4-1/8" D batteries fire alarm control panel cabinet 654 mm x 527 mm x 105 mm) Depth increased for 25 Ah batteries effective 7/2005. Chargers for use with 4010 Fire Alarm Control Panels and 4004R Suppression Release Systems refer to data sheet S4081-0001) Model Color Input Voltage Description Dimensions Battery cabinet with charger for the 4010 and4081-9301 Beige 4004R fire alarm control panel; for up to 50 Ah 120 VAC batteries; with front door ( 57 / 2" W x12mmx4m25mH xm x213m3mm) D 4081-9302Red Listings include: UL, ULC, FM, CSFM, and MEA 57 NYC), see data sheet for details Battery Cabinet Without Charger for 110 Ah Batteries; for use with compatible panel mounted chargers refer to data sheet S2081-0012) Model & Color Cabinet Description Compatible Listings Chargers 4010- 9xxx Series 4100-9xxx Series Battery cabinet for 4100-5111 2081-9279,110 Ah 4100-5112 2081-9280 batteries; includes 4100-5113 Listings include: UL Red 80 A battery fuse, terminals and 4100- 5125 4100- 5126 and CSFM battery connection 4100-5127 cables; see data sheet for details 4100-5120 4100-5121 4100- 5122 4100- 0104 4100- 0114 4100- 0124 Charger Description 4010ES Main System Supply MSS) 4100ES/41000 System Power Supplies (SPS) 4100ES/ 41000 Additional SPS 4100ES/41000 Remote Power Supply (RPS) 4100ES/ 41000 TrueAlert Addressable Power Supply ( TPS) 4100 Legacy power supplies Dimensions 26-1/ 2" W x 12" H x 12" D 673 mm x 305 mm x 305 mm) 4100ES/4010ES/41000 Compatible Battery Cabinet With Charger for 110 Ah Batteries (for ULC listed systems and for other applications unable to use panel mounted power supply charger; refer to data sheet S4081-0002) Model Color Input Voltage Description Dimensions Battery cabinet with charger for up to 110 Ah 4081-9306 Red 120 VAC batteries; NOTE: Required for ULC listed charging of 27-7/8" W x 13-1/2" H x 14-5/8" D 220/230/240 VAC, 110 Ah batteries; Listings include: UL, ULC, FM, (708 mm x 343 mm x 371 mm) 4081-9308 Red multi -tapped CSFM, and MEA ( NYC), see data sheet for details 4100-9837 1 Green LED Power -on Indicator Kit, required for ULC listing, mounts above access panel using knockout provided 77CO, SIMPLEX, and the product names listed in this material are marks and or registered marks. Unauthorized use is strictly prohibited. 91®S i m p I ex Tyco Fire Protection Products • Westminster, MA • 0 144 1-0001 • USA S2081-0006-22 10/2016 www.simplex-fire. com C 2014 Tvco Fire Protection Products. All rights reserved All specicationv and other information shown were current as ofdocumem revision date and are subject to change H ithout notice. Rsimplex UL, ULC, CSFM Listed; FM Approved; MEA (NYC) Acceptance* Provides additional notification appliance circuit NAC) capacity with flexible operation modes and power -limited design Four, Class B NACs are standard: Rated 2 A each for conventional reverse polarity 24 VDC notification appliances and providing multiple operation modes Can be selected to provide synchronization for Simplex® visible notification strobe flashes Capable of controlling TrueAlert non -addressable notification appliances operating with SmartSync two -wire control mode** Input control options: IDNet addressable communications from a Simplex model 4007ES, 4010, 4010ES, 4100ES, or 410OU Fire Alarm Control Panel** Or from one or two conventional 24 VDC NACs with multiple output control options IDNet communications control benefits: Provides status monitoring and individual NAC control using a single address per 4009 IDNet NAC Extender Supports IDNet "Device Level" earth fault location WALKTEST operation is available with either input choice Internal 8 A power supply/battery charger: Charges internal batteries up to 12.7 Ah or up to 18 Ah batteries in external cabinet Provides status monitoring of battery, input power, and earth faults Rated 8 A for "Special Application' appliances; including Simplex 4901, 4903, 4904, and 4906 Series horns, strobes, horn/strobes, and speaker/strobes Rated 6 A for "Regulated 24 DC" appliance power Optional 4009 IDNet NAC Extender modules: IDNet Communications Repeater provides Class B or Class A output IDNet Communications Fiber Optic Receiver/Repeater, available as Class B or Class X Four additional Class B NACs, rated 1.5 A for Special Application appliances; 1 A for Regulated 24 DC appliance power Class A, Two Circuit Adapter Module UL Listed to Standard 864 IDNet communication fiber optic transmitters: For applications requiring the data integrity available with fiber optic communications Available as Class B or Class X Mounts in standard six -gang electrical box External battery cabinet for 18 Ah batteries LifeAlarm Fire Alarm Controls 4009 IDNet NAC Extender for Control with IDNet Communications or Conventional NACs Up to S NACs 4009 IDNet NAC Extender — — l: Optional IDNet Channel Repe, 2-Wire IDNet Communications Fiber Optic IDNet Communications 2 ` NAC Control r IDNet Fiber Optic Transmitter 4007ES, 4010 (shown), ® . 4010ES, 4100ES, or 41000 Fire Alarm Control Panel Fire Alarm Control Panel with Conventional NACs 4009 IDNet NAC Extender Connection Reference Drawing i1 .• NM.1 ADA Compliance. Complying with the notification requirements of ADA (Americans with Disabilities Act) may require more notification appliance power than is available within the fire alarm control panel. When additional power is required, a Simplex 4009 IDNet NAC Extender can provide up to 8 A of NAC power with up to eight, supervised reverse polarity NACs. Location Flexibility. The 4009 IDNet NAC Extender can be mounted close to a compatible dedicated host panel or can be located remotely for convenient power distribution. Multiple operation modes and multiple connection options further increase location flexibility. Additional Information. For additional operation detail and application information, refer to Installation Instructions 574-181 and field wiring diagram 842-068. ULC listed model is 4009-9202CA. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7300.0026:214 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. 41000 requires revision 11 software or higher for compatibility. 4010 requires revision 2 software or higher for compatibility. S4009-0002-14 9/2015 VXGr41rMtr4r11FTT1*ffGrGTTFT1 am, IDNet Addressable Communications Compatible. Up to ten (10), 4009 IDNet NAC Extenders can be controlled per 4007ES, 4010ES, 4100ES, or 4100U IDNet communications channel; up to five (5) can be controlled on the 4010 IDNet communications channel. Each output NAC can be individually controlled for general alarm or selective area notification requiring only one point address per Extender. Individual Extender NACs can also be manually controlled from the host panel. IDNet controlled extenders will inform the host panel of troubles via IDNet communications. 4007ES, 4010ES 4100ES and 4100U control anels control usin Hardwire Control Applications. For applications where an existing (or new) conventional NAC needs additional power, the 4009 IDNet NAC Extender can be controlled directly from the NAC. Either one or two NACs, from either the same, or from different host fire alarm control panels, can be connected to control the 4009 IDNet NAC Extender output NACs. Multiple control selections provide flexible operation. (Refer to page 4 for more detail.) Alarms from the host panel will activate the four, 4009 IDNet NAC Extender NACs (or optionally, eight NACs) to extend the alarm. p g multi -point rules, refer to data sheet S4090-0011 for The 4009 IDNet Extender monitors itself and each of its details. output NACs for trouble conditions, including earth faults. Extenders wired to conventional NACs will Optional IDNet Repeaters. IDNet communications can indicate a trouble by opening the path to the NAC's be repeated with the optional IDNet Repeater Module or end -of -line resistor, but retaining the ability to respond to with the optional Fiber Optic Receiver Module. Up to 100 alarms. Individual troubles are also annunciated by LEDs of the IDNet channel points can be repeated once (refer to located on the 4009 IDNet NAC Extender main circuit pages 3 and 5 for details). Repeated IDNet communications board. (Refer to page 7 for more diagnostic information.) also support the "device level" earth fault location utility of the host panel. Standard Models Model y 4009-9201** 4009-9202CA* 4009-9301 Description 120 VAC input 4009 IDNet NAC Extender with 4, Class B NACs and 8 A power supply ULC listed model 4009-9201 has been seismic tested and is certified to IBC and CBC standards as well as to ASCE 7 categories A through F, requires battery brackets as detailed on data sheet S2081-0019 Optional Modules (for on -site installation) Model 4009-9807 Description Additional four point NAC module, rated 1.5 A Special Application appliances; 1 A for Regulated 24 DC appliance power, Class B Comments One maximum 4009-9808 Dual Class A adapter (for two NAC outputs) Select as required (4 maximum) 4009-9809 IDNet Repeater, output is Class A or Class B Select either an IDNet Repeater or a Fiber Optic Receiver as required; one transmitter can connect to one receiver 4009-9810 Fiber Optic Receiver Class B 4009-9811 Class A (IDNet), Class X (fiber) 4009-9805 Red Applique for door Select if required 2975-9801 Semi -Flush Trim Kit Beige trim 1-7/16" wide (78 mm), use if required for semi -flush installations2975-9802 Red trim Battery Selection (select battery size per system requirements) Model 2081-9272 Description 6.2 Ah Battery, 12 VDC 2081-9274 10 Ah Battery, 12 VDC 2081-9288 12.7 Ah Battery, 12 VDC 2081-9275 18 Ah Battery, 12 VDC External Accessories (select per system requirements) Model Description 4090-9105 IDNet Fiber Optic Class B operation 4090-9107 Transmitter I Class X operation 4009-9801 External battery cabinet for up to 18 Ah batteries, beige Comments Two batteries are required, 24 VDC operation Requires external battery cabinet, two batteries are required, 24 VDC operation Comments Mounts in six -gang electrical box, refer to page 4 for mounting details 16-1 /4" W x 13-1 /2" H x 5-3/4" D 413mmx343min x146mm) 4081 Series ] End -of -Line Resistor Harnesses; see data sheet S4081-0003 for details S4009- 0002-14 9/2015 Typical IDNet Connection Example Typical IDNet compatible devices Refer to individual devices for actual wiring requirements, some wiring is not shown.) IDNet addressable communications channel, shown Class B (Style 4) Output NACs, four standard, eight with expansion option 4007ES, 4010, 4010ES, 4100ES (shown), or 41000 Fire Alarm Control Panel 4009 IDNet NAC Extender with optional internal IDNet Repeater Repeated IDNetChannel: up to 100 devices maximum on repeater output, 250 devices total on IDNet Channel Conventional NAC operation (horns) Select conventional or SmartSync operation per NAC SmartSync operation (horns and strobes) Conventional NAC operation (strobes) IDNet devices and additional 4009 IDNet NAC Extender(s) NOTE: Up to ten (10) 4009 IDNet NAC Extenders maybe connected per 4007ES, 4010ES, 4100ES, or 41000 IDNet channel, up to five (5) on the 4010 IDNet channel. IDNet communications can be repeated only once (can pass through only one series connected repeater or one fiber optic receiver). Typical Fiber Optic System Connections 4007ES, 4010 (shown), 4010ES, 4100ES, or 41000 Fire Alarm Control Panel Two fiber cable 4090-9105, Class B (914 m) maximun Style 4) Output Fiber Optic Transmitter IDNet addressable communications channel Class B (Style 4) or Class A Style 6), Class B shown Four fiber cables, 3000 ft 914 m) maximum dista 24 VDC power for / fiber optic transmitters / 4090-9107, Class A (Style 7) Output Fiber Optic Transmitter 4009 IDNet NAC Extenders internal IDNet Fiber Receivers I Repeated IDNet Channel: up to 100 devices maximum on repeater output, 250 devices total on IDNet Channel NOTE: Up to ten (10) 4009 IDNet NAC Extenders maybe connected per 4007ES, 4010ES, 4100ES, or 41000 IDNet channel, up to five (5) on the 4010 IDNet channel. IDNet communications can be repeated only once (can pass through only one series connected repeater or one fiber optic receiver). Fiber optic transmitters connect to only one receiver in a 4009 IDNet NAC Extender. S4009-0002-14 9/2015 IMFTTG• .FM WE TM • NAC Input Selections. The 4009 IDNet NAC Extender can be selected to: Track input NAC operation or to provide a locally generated code, selectable per NAC input If selected for local coding, NAC outputs can be either Temporal Coded or 60 Beats/min March Time Coded, one code selection per extender (input NACs must be on continuous with Alarm) Additionally, NAC outputs can be selected to provide the Simplex strobe synchronization signal. This signal will synchronize the flashes of synchronized strobes but will be ignored by free -run strobes and audible devices. Strobes are for operation by noncoded NACs.) NAC input to NAC output control can be selected for standard and optional NACs per the following table: Conventional NAC Output Operation Options Input A B C NAC 1 NACs 1 & 2, 5 & 6 NACs 1-4 NACs 1-8 NAC 2 NACs 3 & 4,7 & 8 NACs 5-8 None SmartSync NAC Output Operation Input NAC Control Function NAC 1 Strobe Control NAC 2 Horn Control All NAC outputs (1-8) SmartSvnc Notification Annhance Control The TrueAlert Notification Appliance product line includes addressable and non -addressable operation. Non -addressable models are available with 2-wire SmartSync operation or conventional 4-wire operation. The following details apply to use with the 4009 IDNet NAC Extender: TrueAlert non -addressable models with SmartSync operation allow audible notification to be separately controlled over the same wire pair that controls visible notification 4009 IDNet NAC Extenders can be selected to provide SmartSync operation whether controlled by IDNet communications or conventional NACs IDNet control allows output NACs to be individually selected for conventional or SmartSync operation With NAC input control, all output NACs are selected for either conventional or SmartSync operation Refer to data sheet S4009-0003 for TrueAlert Addressable operation details, contact your local Simplex product supplier for further information on specific TrueAlert notification appliances Hardwire Control NAC Connection One -Line Reference Diagram Up to eight (8) output NACs total; hardwire control can be selected to map NAC inputs to different combinations of NAC outputs depending on system requirements NAC 1 input see Note 1) Conventional NACs With hardwire control, NAC outputs are al Output conventional or all NACs SmartSync operation i 4009 IDNet NAC Extender i Fire Alarm Control Panel i i with Conventional NACs i i---------------------- i SmartSync operation Class A operation, either mode, requires NAC 2 input i 4009-9808 Dual Class A Adapter optional, see Note 1) i To additional 4009 IDNet NAC Extenders (up to four (4), 4009 IDNet NAC Extenders per NAC); see Note 2 Notes: 1. For separate audible and visible output NAC control, or SmartSync NAC output operation, two (2) input NACs are required. NAC 1 is "on -until -reset" and NAC 2 is "on -until -silenced." 2. To synchronize strobe flash outputs for up to four (4) 4009 IDNet NAC Extenders, use the synchronized strobe output from a Synchronized Flash Module (4905-9914 for Class B operation, 4905-9922 for Class A operation) or, if available, from a NAC selected to provide synchronized strobe flash output. NOTE: DO NOT USE a NAC selected for SmartSync operation for this function. Refer to Installation Instructions 574-181 for additional information and application guidance S4009-0002-14 9/2015 4009 IDNet NAC Extender Specifications Input Ratings 120 VAC Input (4009-9201) 3A @ 102-132 VAC, 60 Hz 240 VAC Input (4009-9301) 1.5A @ 204-264 VAC, 50/60 Hz Hardwire Control from External Conventional reverse polarity operation NACs, Input Requirements 5 mA maximum; 16 to 33 VDC Total Rating 8 A, Special Application appliances 6 A, Regulated 24 DC appliance power Standard NACs 2 A each, Special Application or Regulated 24 DC appliance power Optional NACs 1.5 A each, Special Application appliances requires 4009-9807) 1 A each, Regulated 24 DC appliance power Special Application Simplex non -addressable horns, strobes, and combination horn/strobes and Output Ratings Appliances speaker/strobes (contact your Simplex product representative for compatible appliances) Regulated 24 DC Power for other UL listed appliances; use associated external synchronization Appliances modules where required Strobe Operation Up to 33 strobes per NAC can be synchronized; output NACs configured for Simplex synchronized strobe operation are synchronized to each other Auxiliary Output 500 mA @ 24 VDC nominal Optional Modules Ratings IDNet Repeater Module 4009-9809) Input Power 70 mA @ 24 VDC, system supplied IDNet Input, One Address Maximum distance from IDNet source is 2500 ft (762 m) Repeated IDNet output for up to 100 devices (total IDNet devices not to exceed 250 per channel) IDNet Output Specifications Maximum distance to farthest device is 2500 ft (762 m) Total distance including "T-taps" is 10,000 ft Class A loop maximum distance is 2500 ft ( Fiber Optic Receiver Modules no - i Input Current 4009-9810, Class B, 65 mA @ 24 VDC, system supplied 4009-9811, Class X, 80 mA @ 24 VDC, system supplied IDNet Output Specifications Same as those for Repeater Module (see above) Fiber Optic Transmission Distance 3000 ft (914 m) maximum General (LED status indicators are listed on page 7, dimensions and mounting details are on page 6) Operating Temperature 32* to 120* F (0* to 49' C) Operating Humidity Range 10% to 90% RH from 32' F to 104* F (0' C to 40' C) Wirino Connections* Terminal blocks for 18 AWG (stranded) to 12 AWG (solid) Fiber Optic Transmitter Specifications Input Voltage 18.9-32 VDC from compatible listed fire alarm supply Input Current 4090-9105, Class B, 30 mA @ 24 VDC 4090-9107, Class X, 35 mA @ 24 VDC Fiber Optic Connections and cable requirements Multimode, graded index, 50/125pm, 62.5/125 um, 100/40 um, or 200 pm Type ST connectors 4090-9105, Class B operation, two fiber cables required 4090-9107, Class X operation, four fiber cables required Module Size (with mounting bracket) 6-13116" W x 3-3/4" H x 1-1/8" D (173 mm x 95 mm x 29 mm) On -board Status Indicators Green LED flashing = transmit Red LED flashing = receive Separate red LED on 4090-9107 = Class X receive Communications Simplex IDNet Fiber Optic Transmission Distance 3000 ft (914 m) maximum Wiring Connections* Terminal blocks for 18 AWG (stranded) to 12 AWG (solid) Operating Humidity 10% to 90% RH from 32° to 104° F (0° to 40° C) Operating Temperature 32° F to 120° F (0* to 49* C) Metric wire equivalents: 18 AWG = 0.82 mm2; 12 AWG = 3.31 mm2 5 S4009-0002-14 9/2015 40091DNet NAC Extender Mounting and 4odule Placement Information 16-1 /4" (413 10-29/32" (277 Optional Class A adapter modules System Module O 4009-9807 Additional Four point module (shown with Class A adapters) IDNet repeater_ Fiber optic receiver O II 14 I I I I 12" (305 mm) I 0. I j-_ Battery location, no conduit entry or wiring in --- this area (12.7 Ah battery outline shown) O O Cabinet depth 4-1/4" (108 mm) Door, 5/8" O ( 16 mm) thick o ii i i 13-1 /2" 343 mm) Exposed cabinet dimension for semi -flush mount 1" (25.4 mm), 1-3/8" (35 mm) with semi -flush trim r Semi -flush trim option Non -power limited wiring area (AC input) 1-3/16" wide (30 mm), 3/8" (9.5 mm) thick Wall surface reference for semi -flush mount Knockouts for screw or nail mounting holes NOTE: Recommended conduit entrance varies with module selection. Refer to general installation instructions 574-181, specific module installation instructions, and to field wiring diagrams 842-068 before locating conduit entrance. 14009 IDNet NAC Extender Cabinet with Door Detail Optional red applique 4009-9805 ) 6 S4009-0002-14 9/2015 4090-9105/9107 IDNet Fiber Optic Transmitter Mounting Information Surface mount box: Simplex model 2975-9217 ordered separately) Flush mount masonry box: use 6-gang box, RACO # 960, 2-1/2" deep 64 mm), or RACO # 965, 3-1/2" (89 mm) deep, or equal (supplied by others) Flush mount ganged boxes: use 6-gang box, 1-1/2" (38 mm) minimum depth; six, RACO # 400 or equal, (supplied by others) 0 0 0 0 0 0 1c) n r) l ) n 0 0 0 0 0 0/ 0 0 0 0 0 0 0 0 0 0 0 0 R?_17qTft13- a] pie • Power -up Self -Diagnostics. Upon power -up, the 4009 IDNet NAC Extender tests each module and performs earth fault diagnostics. Trouble conditions are communicated to the host control panel and are also displayed on diagnostic status LEDs in the 4009 IDNet NAC Extender. When connected via IDNet communications, detailed status information is available at the host. When controlled with conventional NAC inputs, common troubles are signaled by providing a polarized open circuit that disconnects the NAC wiring from its end -of -line resistor but still allows a reversed polarity alarm to be received. Door Mounted Reference Label. The 4009 IDNet NAC Extender has a detailed programming and diagnostic label inside the front door that provides a quick reference for both installation and checkout. IDNet fiber optic transmitter: 4090-9107, Shown, Class A (Style 7) output 4090-9105, Not shown, Class B (Style 4) output INSTALLATION NOTE: Fiber optic cable bend radius should be 2" (51 mm) minimum, or per Manufacturer's specification. Six -gang blank cover plate Mulberry Metal Products 97156 or equal (by others) LED Status Indicators are provided for the following: Each NAC (standard and optional) has a dedicated yellow LED that: During supervision provides a slow flash to indicate a short circuit condition and a fast flash to indicate an open circuit During an alarm, the LED follows the NAC output on steady or flashing with coded output) Four, general status yellow LEDs provide nine separate indications listed in priority of urgency. As a trouble is eliminated, any remaining trouble(s) will then be indicated until the 4009 IDNet NAC Extender is returned to normal operation. AC power status is indicated by a green LED that is on when AC is normal. During low AC (brownout) conditions or with no AC, the LED is off. Additional power and battery status is indicated by the general status LEDs. 7 S4009-0002-14 9/2015 4009 IDNet NAC Extender Current Calculation Chart Step 1. Calculate Basic Extender Battery Requirements (minus NAC loads) Panel, NAC Options, and Auxiliary Power (underlined model numbers are optional modules) Model Descript ion Supervisory Current Actual Supervisory Alarm Current Actual Alarm 4009-9201 120 VAC input Basic Panel 240 VAC input 85 mA 85 mA 185 mA 185 mA 4009-9301 4009-9807 Additional Four Point NAC 40 mA 40 mA 4009-9808 Dual Class A Adapter (no additional current) Auxiliary Power Output 500 mA 500 mA maximum) maximum) A1] Basic Panel Supervisory Current S1] Basic Panel Alarm Current A2] Step 2. Calculate IDNet Output Module and Device Current if used) 4009-9809 IDNet Repeater Fiber Optic Receiver, Class B Select one per Extender 70 mA 70 mA 4009-9810* 65 mA 65 mA 4009-9811 * Fiber Optic Receiver, Class X 80 mA 80 mA IDNet Devices (connected to Repeater or Receiver above), Total devices Total devices 0.7 mA each, maximum of 100 x 0.7 mA each x 0.7 mA each Note: IDNet Fiber Optic Trans=,tteIDNet Module Supervisory Current S2] current is supplied from the ho alarm control panel IDNet Module Alarm Current A3] Maximum Available Current 8 A* Step 2. Calculate Available NAC Current Subtract Auxiliary Power Output Al] A3] Subtract IDNet Module Current A4] 8 A for Special Application Appliances; 6 A for Regulated 24 DC Appliances Available NAC Current Step 3. Calculate Actual NAC Loading (Limited to Available NAC Current per Step 2.) NAC Type NAC Circuit # NAC Alarm Current Circuit 1 Circuit 2 Standard Panel NACS, 2 A maximum per NAC Circuit 3 Circuit 4 Circuit 5 Optional Four Point NAC Module, 1_5 A maximum Special Application rating, Circuit 6 Circuit 71AmaximumRegulated24DCrating, per NAC Circuit 8 Total Actual NAC Load Alarm Current A5] Step 4. Calculate Total Supervisory Current Total Supervisory Current = Basic Panel Current [S1] + IDNet Module Current [S2] _ Step 5. Calculate Total Alarm Current Total Alarm Current = Basic Panel Current [A2] + IDNet Module Current [A3] + Actual NAC Current [A5] _ TYCO, SIMPLE,, and the product names listed in this material are marks and or registered marks. Unauthorized use is stricily prohibited. U.S i m p I ex Tyco Fire Protection Products - Westminster, MA - 01441-0001 - USA S4009-0002-14 9/2015 www.simplex-fire.com 2015 Tyro Fire Protection Products. All rights reserved All specificafion.s and other informafion shown were current as ofdocument revision date and are .subject to change without notice. O'Simplex UL, ULC, CSFM Listed; FM Approved; MEA (NYC) Acceptance* IDNet or MAPNET II addressable communications supply both data and power over a single wire pair to provide": Supervised Class B monitoring of normally open, dry contacts Total wiring distance from IAM to supervision resistor(s) of up to 500 ft (152 m) Monitored connection is compatible with Simplex® 2081-9044 Overvoltage Protectors for outdoor wiring or electrically noisy applications For use in indoor locations up to 158' F (70' C) such as attic spaces or similar applications For use with following Simplex control panels: Model Series 4007ES, 4008, 4010, 4010ES, and 4100ES fire alarm control panels for IDNet communications Model Series 4100/4100U/4100ES, 4120, 4020, and 2120 Communicating Device Transponders (CDTs) equipped with MAPNET II communications Model 4090-9001: Enclosed design minimizes dust infiltration Mounts in standard single gang electrical box Screw terminals for wiring connections Visible LED flashes to indicate communications Optional covers are available to allow LED to be viewed after installation (requires mounting bracket, ordered separately) Model 4090-9051: Encapsulated design for extended exposure to high humidity (LED is not present on this model) Color coded 18 AWG leads for wiring IDNet communications provides current limited monitoring: Provides monitoring of tamper switch (supervisory) and waterflow switch (alarm) on same circuit using one point Available with IDNet communications only Multiple operation modes are available and are selectable at the control panel: Contact closure status can be tracked Momentary contact closure conditions can be selected at the panel to be latched or tracked (not available with the 2120 CDT) UL listed to Standard 864 These products have been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7300-0026:223 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products . Multi -Application Peripherals IDNet and MAPNET II Communicating Devices, Individual Addressable Modules (IAMs) SINpt[i 11NE IOUR, CO. 4090-900, 1151. 11511 S1Id31 DATE CODE: UW. W. titiliit 4090-9001 Supervised IAM shown approximately 3/4 size) 4090-9051 Supervised IAM shown approximately 3/4 size) Psrrintir Individual addressable modules (IAMs) receive both power and communications from a two -wire MAPNET II or IDNet circuit. They provide location specific addressability to a single initiating device (such as single station smoke detector alarm contacts or heat detector contacts) or multiple devices at the same location by monitoring normally open dry contacts and the wiring to an end -of -line resistor. Model 4090-9001 is packaged in a thermoplastic housing and provides screw terminal connections and a status indicating LED. Model 4090-9051 is an encapsulated package with wire leads. It does not provide a status indicating LED. S4090-0001-12 8/2016 DnPratir Contact Closure. Closure of the monitored contact(s) initiates an alarm or other response as programmed at the fire alarm control panel. An open in the monitored circuit wiring will cause a trouble to be reported. Panel Selections. Selections can be made at the control panel to maintain the alarm condition if the initiating device contacts are momentary, such as from a rate -of -rise heat detector, or to track the device contact status (not available with the 2120 CDT). IAM Product Selection For use with IDNet communications only, these IAMB can provide quad -state sensing of normal, open circuit, short circuit, and current limited conditions. Program type is "T-sense.") With the proper end -of -line and current limiting resistors, dual functions such as tamper switch and waterflow switch monitoring can be determined and communicated by a single addressable point. Model 1 Description 4090-9001 Supervised IAM, mounted in thermoplastic housing with screw terminals; see applicable options below 4090-9051 I Supervised IAM, encapsulated with wire leads Optional Trim Plates and Mounting Bracket for Model 4090-9001 Model I Description 4090-9806 1 For semi -flush mounted box 4090-9807 I For surface mounted box Trim plate with LED viewing window, requires 4090-9810 mounting bracket, includes mounting screws; galvanized steel 4090-9810 I Mounting bracket, mounts IAM to electrical box and provides screw holes for trim plate, required for optional trim plates End -of -Line Resistor Harnesses (ordered separately as required) Model Reference No. Description 4081-9004 733-886 6.8 kQ 1/2 W; Standard end -of -line resistor harness for N.O. contact supervision 4081-9003 733-896 4.7 kQ, 1/2 W 4081-9005 733-984 1.8 kQ, 1/2 W Specifications Electrical Use for current limited monitoring applications Power and Communications MAPNET II or IDNet, auto selected, 1 address per IAM Input Requirements Normally open, dry contacts Wire Connections 4090-9001 4090-9051 Screw terminals for in/out wiring, 18 to 14 AWG wire 0.82 MM2 to 2.08 mm ) Color coded wire leads, 18 AWG (0.82 mm2), 8" long (203 mm) Reference Documents Installation Instructions Field Wiring Diagrams 574-331 for 4090-9001; 579-572 for 4090-9051 842-073 for IDNet operation; 841-804 for MAPNET II operation Wiring Distances Distance from IAM to Contacts 500 ft (152 m) maximum without protectors 400 ft (122 m) maximum with 2081-9044 Overvoltage Protectors Wiring Distance Reference per channel, MAPNET II or 2500 ft (762 m) maximum from fire alarm control panel IDNet Communications 10,000 ft (3048 m) maximum total wiring distance (including T-Taps) Mechanical Dimensions 4090-9001 4090-9051 1-9/16" W x 1-3/4" H x 1-1/4" D (40 mm x 44 mm x 32 mm) 1-9/16" W x 1-9/16" H x 9/16" D (40 mm x 40 mm x 14 mm) Housing Material, 4090-9001 Black thermoplastic Encapsulation Material, 4090-9051 Epoxy, beige Temperature Range 32' to 158' F (0° to 70' C); intended for indoor operation Humidity Range Up to 93% RH at 100° F (38' C) S4090-0001-12 8/2016 Mounting Information 4090-9001 I D Net supervised IAM Field wiring shown for reference LED viewing port Single gang electrical box 2-1/2" (64mm) minimum depth supplied by others) Address setting under resealable label Single gang blank cover plate and mounting screws, for use when LED is not required to be externally viewed (supplied by others) Mounting Reference, Single Gang Blank Cover Plate O Light pipe for LED viewing ® a-1 ia° 4-1 i2° 108 mm) DISCONNECT P0 1'ER DISCONNECT POWER ( 1 14 mm) EEFORE SER'JICING BEFORE SERI ICING O 2-1l2" (3m)1m (64 mm) 72 4090-9806, Trim plate for 4090-9807, Trim plate for 4090-9810 Mounting semi -flush mounted box surface mounted box bracket, ordered separately NOTE: These mounting plates require mounting bracket 4090-9810. Optional Trim Plates and Mounting Bracket for Visible LED S4090-0001-12 8/2016 4090-9051 Mounting Information Address setting is at rear of housing 4090-9051 Encapsulated Supervised IAM 0 Single gang electrical box 2-1/2" (64mm) minimum depth supplied by others) Single gang blank cover plate and mounting screws (supplied by others) 93 S i m p I Ex Tyco Fire Protection Products - Westminster, MA - 01441-0001 - USA S4090-0001-12 8/2016 www. simplex -fire. com 2016 Tvco Fire Protection Products. All rights reserved All.specications and other information shown were current as ofdocument revision date and are subject io change without nonce. S.Simplex Multi -Application Peripherals UL, UL C, CSFM Listed; FM Approved; IDNet Communicating Devices MEA (NYC) Acceptance* Model 4090-9002 Relay IAM Individual Addressable Relay Module (Relay IAM): IDNet addressable control for use with Simplex fire alarm control panel models 4007ES, 4008, 4010, 4010ES, 4100ES, and 4100U A single addressable point provides control and status tracking of a Form "C" contact Low power latching relay design allows IDNet communications to supply both data and module power Relay is set to OFF on initial power up and upon loss of IDNet communications Compact, sealed construction: Enclosed design minimizes dust infiltration Mounts in standard 4" (102 mm) square electrical box, optional adapter bracket is available to mount in a 4 11/16" (119 mm) square electrical box Screw terminals for wiring connections Visible LED flashes to indicate communications Optional covers are available to allow LED to be viewed after installation UL listed to Standard 864 esrrintir IDNet Relay IAMs allow fire alarm control panels to control a remotely located Form "C" contact using IDNet addressable communications for both data and module power. Typical applications would be for switching local power for control functions such as elevator capture, or control of HVAC components, pressurization fans, dampers, etc. Relay status is also communicated requiring only one device address. Product Selection Model Description 4090-9002 Relay IAM Optional Adapter and Trim Plates Model Description 4090-9813 Adapter plate to fit 4 11/6" (119 mm) square electrical box 4090-9801 For semi -flush Trim Plate, galvanized mounted box steel, with LED viewing window; includesForsurface 4090-9802 mounted box mounting screws This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7300-0026:223 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. 4090-9002 IDNet Relay IAM Package shown approximately 1/2 size) Specifications Communications IDNet communications, 1 address per device Relay IAM Power Supplied by IDNet communications Contact Ratings* (not rated for incandescent switching) Type Form C, SPDT 2 A @ 24 VDC, resistive from listed Power -Limited fire alarm 1 A @ 24 VDC, inductive supply Nonpower-Limited 0.5 A @ 120 VAC, resistive Provide circuit fusing and transient suppression as required per application. DC inductive loads can typically be diode suppressed; 120 VAC loads may require RC networks or varistors, depending on device type. Refer to the installation instructions for additional information. Wire Connections Screw terminals for in/out wiring, 18 to 14 AWG wire (0.82 to 2.08 mm ) Up to 2500 ft (762 m) from control panel IDNet Communications Communications Up to 10,000 ft (3048 m) total wiring Wiring Reference distance (including T-Taps) Compatible with Simplex 2081-9044 Overvoltage Protectors Dimensions 4 W H x 4 Y." W x 17 D 105 mm x 105 mm x 35 mm) Housing Material Black thermoplastic Mounting Plate Sheet metal, galvanized Temperature 32° to 120° F (0° to 49° C), Range intended for indoor operation Humidity Range Up to 93% RH at 100* F (38° C) Installation 574-184 Instructions S4090-0002-10 11 /2014 Relay IAM Mounting Information IN Address setting under resealable label M 4" (102 mm) square box, 2-1/8" 54 mm) minimum depth, RACO 232 or equal (supplied by others) 4090-9002 Relay IAM Double gang blank cover plate and mounting screws, for use when LED is not required to be externally viewed supplied by others) Mounting Reference, Double Gang Blank Cover Plate Light pipe for LED viewing 4-9/16" 4-5/16" 116 mm) (109 mm) plcC;eNECT PG'N_R CI;^:PI=T P_;'=R 3EKRE SERICING _, _ 1ill 0 9/16" (116 mm) 4-5/16" (109 mm) 4090-9801, Trim plate for 4090-9802, Trim plate for semi -flush mounted box surface mounted box Optional Trim Plates for Visible LED 7YCO, S/MPLEX, and the product names listed in this material are marks and/or registered marks. Unauthorized use is strictly prohibited. 11®S i m pl Ex Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4090-0002-10 11/2014 www.simplex-fire.com 2014 Tyco Fire Protection Products. All rights reserved All specifmations and other information shown were current as of document revision date and are subject to change without nonce. 05implex TrueAlarm Analog Sensing UL, ULC, CSFM Listed, FM Approved; TrueAlarm Analog Sensors — Photoelectric MEA (NYC) Acceptance* and Heat; Standard Bases and Accessories TrueAlarm analog sensing provides: Digital transmission of analog sensor values via IDNet or MAPNET II two -wire communications For use with the following Simplex® products: 4007ES, 4010, 4010ES, 4100ES, and 4100U Series control panels; and 4008 Series control panels with reduced feature set (refer to data sheet S4008-0001 for details) 4020, 4100, and 4120 Series control panels, Universal Transponders, and 2120 TrueAlarm CDTs equipped for MAPNET II operation Fire alarm control panel provides: Peak value logging allowing accurate analysis of each sensor for individual sensitivity selection Sensitivity monitoring satisfying NFPA 72 sensitivity testing requirements; automatic individual sensor calibration check verifies sensor integrity Automatic environmental compensation, multi -stage alarm operation, and display of sensitivity directly in percent per foot Ability to display and print detailed sensor information in plain English language Photoelectric smoke sensors provide: Seven levels of sensitivity from 0.2% to 3.7% refer to additional information on page 3) Heat sensors provide: Three fixed temperature sensing thresholds: 135' F, 155' F and 190' F Rate -of -rise temperature sensing Utility temperature sensing Listed to UL 521 and ULC-S530 General features: Operation is for ceiling or wall mounting Listed to UL 268 and ULC-S529 Louvered smoke sensor design enhances smoke capture by directing flow to chamber; entrance areas are minimally visible when ceiling mounted Designed for EMI compatibility Magnetic test feature is provided Different bases are available to support a supervised or unsupervised output relay, and/or a remote LED alarm indicator Additional base reference: For isolator bases, refer to data sheet S4098-0025 For sounder bases, refer to data sheet S4098-0028 For photo/heat sensors, refer to data sheet S4098-0024 single address) and S4098-0033 (dual address) These products have been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM ustings 7272-0026:218, 7271-0026:231, 7270-0026:216, and 7300-0026:217 for allowable values and/or conditions concerning material presented in this document Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable, contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. 4098-9714 TrueAlarm Photoelectric Sensor Mounted in Base Description Digital Communication of Analog Sensing. TrueAlarm analog sensors provide an analog measurement digitally communicated to the host control panel using Simplex addressable communications. At the control panel, the data is analyzed and an average value is determined and stored. An alarm or other abnormal condition is determined by comparing the sensor's present value against its average value and time. Intelligent Data Evaluation. Monitoring each sensor's average value provides a continuously shifting reference point. This software filtering process compensates for environmental factors (dust, dirt, etc.) and component aging, providing an accurate reference for evaluating new activity. With this filtering, there is a significant reduction in the probability of false or nuisance alarms caused by shifts in sensitivity, either up or down. Control Panel Selection. Peak activity per sensor is stored to assist in evaluating specific locations. The alarm set point for each TrueAlarm sensor is determined at the host control panel, selectable as more or less sensitive as the individual application requires. Timed/Multi-Stage Selection. Sensor alarm set points can be programmed for timed automatic sensitivity selection (such as more sensitive at night, less sensitive during day). Control panel programming can also provide multi -stage operation per sensor. For example, a 0.2% level may cause a warning to prompt investigation while a 2.5% level may initiate an alarm. Sensor Alarm and Trouble LED Indication. Each sensor base's LED pulses to indicate communications with the panel. If the control panel determines a sensor is in alarm, or is dirty or has some other type of trouble, the details are annunciated at the control panel and that sensor base's LED will be turned on steadily. During a system alarm, the control panel will control the LEDs such that an LED indicating a trouble will return to pulsing to help identify the alarmed sensors. S4098-0019-23 8/2017 TrueAlarm Sensor Bases and Accessories Base mounted address selection: Address remains with its programmed location Accessible from front (DIP switch under sensor) General features: Automatic identification provides default sensitivity when substituting sensor types Integral red LED for power -on (pulsing), or alarm or trouble steady on) Locking anti -tamper design mounts on standard outlet box Magnetically operated functional test 4098-9792, Standard Sensor Base 4098-9789, Sensor Base with wired connections for: 2098-9808 Remote LED alarm indicator or 4098-9822 relay relay is unsupervised and requires separate 24 VDC) Supervised Relay Bases (not compatible with 2120 CDT): 4098-9791, 4-Wire Sensor Base, use with remote or locally mounted 2098-9737 relay, requires separate 24 VDC 4098-9780, 2-Wire Sensor Base, use with remote or locally mounted 4098-9860 relay, no separate power required Supervised relay operation is programmable and can be manually operated from control panel Includes wired connections for remote LED alarm indicator or 4098-9822 relay (relay is unsupervised and requires separate 24 VDC) 2098-9737, Remote or local mount supervised relay: DPDT contacts for resistive/suppressed loads, power limited rating of 3 A @ 28 VDC; non -power limited rating of 3 A @ 120 VAC (requires external 24 VDC coil power) 4098-9860, Remote or local mount supervised relay: SPDT dry contacts, power limited rating of 2 A @ 30 VDC, resistive; non -power limited rating of 0.5 A @ 125 VAC, resistive 4098-9822, LED Annunciation Relay: Activates when base LED is on steady, indicating local alarm or trouble DPDT contacts for resistive/suppressed loads, power limited rating of 2 A @ 28 VDC; non -power limited rating of 1/2 A @ 120 VAC, (requires external 24 VDC coil power) 4098-9832, Adapter plate: Required for surface or semi -flush mounting to 4" square electrical box and for surface mounting to 4" octagonal box Can be used for cosmetic retrofitting to existing 6-3/8" diameter base product 2098-9808, Remote red LED Alarm Indicator: Mounts on single gang box (shown in illustration to right) ALARM 0 a simplex Dpsr_rintinn TrueAlarm sensor bases contain integral addressable electronics that constantly monitor the status of the detachable photoelectric or heat sensors. Each sensor's output is digitized and transmitted to the system fire alarm control panel every four seconds. Since TrueAlarm sensors use the same base, different sensor types can be easily interchanged to meet specific location requirements. This feature also allows intentional sensor substitution during building construction. When conditions are temporarily dusty, instead of covering the smoke sensors (causing them to be disabled), heat sensors may be installed without reprogramming the control panel. Although the control panel will indicate an incorrect sensor type, the heat sensor will operate at a default sensitivity providing heat detection for building protection at that location. IIVIUMIUflt-]. Rt311t:r13f1Ge Electrical Box Requirements: (boxes are by others) Without relay in the box: 4" octagonal or 4" square, 1-1/2" deep; single gang, 2" deep With relay in the box : 4" octagonal or 4" square, 1-1/2" deep, with 1-1/2" extension ring 4" (102 mm) Square Box 4" (102 mm) Octagonal Box Surface mount reference-.,, C t C C 1-1/2" (38 mm) I minimum box depth Flush mount reference, mount even with final surface, or with up to 1/4" (6.4 mm) maximum recess 2098-9737 Supervised Relay 4098-9822 Relay (mounts mounts in base electrical box or in base electrical box) remotely) Relay Size: 2-1/2" X 1-1/2" X 1" 3.75 in3)(64 mm X 38 mm X 25.4 mm) 4098- 9860 Supervised Relay (mounts in base electrical box or remotely; 2-3/8" X 1-1/4" X 11/32" 1 in3)(60.4 mm X 31.8 mm X 8.6 mm) — NOTE: Review total wire count, wire size, and accessories being wired to determine required box volume. 6-3/ 8" (162 mm) 4098-9832 Adapter Plate, required for 1/4" mounting to surface mounted boxes 6.4 mm) and 4" square flush box I. -- 4- 7/8" (124 mm) 15/16" 24 mm) 0 TrueAlarm Bases 4098-9780, 4098-9789, 4098-9791, & 4098-9792 S4098-0019- 23 8/2017 TrueAfarm Sensors Sealed against rear air flow entry Interchangeable mounting EMI/RFI shielded electronics Heat sensors: Selectable rate compensated, fixed temperature sensing with or without rate -of -rise operation Rated spacing distance between sensors: Fixed Temp. UL & ULC FM Spacing, Either Fixed Setting Spacing I Temperature Setting 135'F/190'F' 60ftx60ft 20 ft x 20 ft (6.1 m) for fixed 57.2° C / 88° C) 18.3 m) temperature only; RTI = Quick 50 ft x 50 ft (15.2 m) for fixed 155' F 40 ft x 40 ft temperature with either 68° C) 12.2 m) rate -of -rise selection; RTI = Ultra Fast to the 4098-9734 sensor Smoke Sensors: Photoelectric technology sensing 3600 smoke entry for optimum response Built-in 4098-9714 Phntnelertrir Sensnr TrueAlarm photoelectric sensors use a stable, pulsed infrared LED light source and a silicon photodiode receiver to provide consistent and accurate low power smoke sensing. Seven levels of sensitivity are available for each individual sensor, ranging from 0.2% to 3.7% per foot of smoke obscuration. Sensitivities of 0.2%, 0.5%, and 1% are for special applications in clean areas. Standard sensitivities are 1.5%, 2.0%, 2.5%, 3.0%, and 3.7%. Application type and sensitivity are selected and then monitored at the fire alarm control panel.* The sensor head design provides 360' smoke entry for optimum response to smoke from any direction. Due to its photoelectric operation, air velocity is not normally a factor, except for impact on area smoke flow. T _ 2-1/8" 54 mm) 4098-9714 Photoelectric Sensor with Base 4098-9733 and 4098-9734 Heat Spnsnrs TrueAlarm heat sensors are self -restoring and provide rate compensated, fixed temperature sensing, selectable with or without rate -of -rise temperature sensing. Due to its small thermal mass, the sensor accurately and quickly measures the local temperature for analysis at the fire alarm control panel. Rate -of -rise temperature detection is selectable at the control panel for either 15' F (8.3° C) or 200 F (11.10 C) per minute. Fixed temperature sensing is independent of rate -of -rise sensing and programmable to operate at 135' F (57.2° C) or 155' F (68' C). The 4098-9734 sensor provides an additional 190' F (88' C) set point. In a slow developing fire, the temperature may not increase rapidly enough to operate the rate -of -rise feature. However, an alarm will be initiated when the temperature reaches its rated fixed temperature setting. TrueAlarm heat sensors can be programmed as a utility device to monitor for temperature extremes in the range from 32' F to 155' F (0° C to 68' C). This feature can provide freeze warnings or alert to HVAC system problems. Refer to specific panels for availability. T2-3/8" 60 mm) 4098-9733 Heat Sensor with Base indicatorTLEDstatus 160 mm) 4098-9734 High Temperature Heat Sensor with Base WARNING: In most fires, hazardous levels of smoke and toxic gas can build up before a heat detection device would initiate an alarm. In cases where Life Safety is a factor, the use of smoke detection is highly recommended. Sensor locations should be determined only after careful consideration of the physical layout and contents of the area to be protected. Refer to NFPA 72, the National Fire Alarm and Signaling Code. On smooth ceilings, smoke sensor spacing of 30 ft (9.1 m) may be used as a guide.* For detailed application information including sensitivity selection, refer to Installation Instructions 574-709. S4098-0019-23 8/2017 TrueAlarm Analog Sensing Product Selection Chart TrueAlarm Sensor Bases (for use with Sensors 4098-9714 and 4098-9733) Rpfpr to Annliratinn Mam mI r,7A-7nq and Ingtallatinn Ingtn ictinne r17A-7n7 fnr ariditinnnI infnrmatinnl Model* Color Description Compatibility Mounting Requirements 7 4098-9792 White Standard Sensor Base No options 4" octagonal or 4" square box, 1-1/2" min. depth; or single gang box, 2" 4098-9776 Black min. depth 4098-9789 White Sensor Base with connections for Remote LED Alarm Indicator or 2098-9808 Remote Alarm Indicator or 4" octagonal or 4" square box4098-9789 IND White Unsupervised Relay 4098-9822 Unsupervised Relay Note: Box depth requirements 4098-9775 Black depend on total wire count and wire size, refer to accessories4-Wire Sensor Supervised Relay 2098-9737 Supervised Remote Relay 2098-9808 Remote Alarm Indicator or4098-9791** White Base with connections for LED list below for reference. Indicator or Unsupervised Relay 4098-9822 Unsupervised Relay NOTE: 4098-9791 and 4098- 9780 are NOT compatiblewith2-Wire Sensor Supervised Relay 4098-9860 Supervised Remote Relay the 2120 CDT 2098-9808 Remote Alarm Indicator or4098-9780** White Base with connections for LED Indicator or Unsupervised Relay 4098-9822 Unsupervised Relay I rue ode Sensors Model* Model* 4098-9714 White4098-9714 I N D 4098-9733 Description Photoelectric Smoke Sensor TrueAlarm SPnsnr/Rasa ArrP_ssnriPS. Compatibility Bases 4098-9775, 4098-9776, 4098-9792, 4098-9789, 4098-9791, and 4098-9780 Mounting Requirements Refer to base requirements Model Description Compatibility Mounting Requirements 2098-9737 Supervised Relay, mounts remote or in base For use with 4098-9791 base Remote Mounting requires 4" octagonal or electrical box 4" square box, 1-1/2" minimum depth Base Mounting requires 4" octagonal box, 2- 4098-9860 Supervised Relay, mounts remote or in base nor use with 4098-9780 base electrical box 1/8" deep with 1-1/2" extension ring 2098-9808 Remote Red LED Alarm Indicator on single gang Bases 4098-9789, 4098-9791, and 4098- Single gang box, 1-1/2" minimum depthstainlesssteelplate9780 4098-9822 Unsupervised Relay, tracks base LED status; Bases 4098-9789, 4098-9791, and 4098- 4" octagonal box, 2-1/8" deep with 1-1/2" Note: Mounts only in base electrical box 9780 extension ring Bases 4098-9792, 4098-9789, Required for surface or semi -flush mounted 4" 4098-9832 Adapter Plate 4098-9791, and 4098-9780 square box and for surface mounted 4" octagonal box Note: Model numbers ending in IND are assembled in India. General Oneratina Soecifications Communications and Sensor Supervisory Power IDNet or MAPNET II communications, auto -selected, 1 address per base Communications Connections Screw terminals for in/out wiring, 18 to 14 AWG (0.82 mm2 to 2.08 mm2) Remote LED Alarm Indicator Current 1 mA typical, no impact to alarm current Remote LED Alarm Indicator and Relay Connections Color coded wire leads, 18 AWG (0.82 mm2 ) UL Listed Operating Temperature Range 32" to 100' F (0" to 38" C) with 4098-9733 Heat Sensor Operating Temperature Range with 4098-9714 Smoke Sensor With 4098-9734 Heat Sensor 32' to 122' F (0" to 50" C) 15* to 122- F (-9" to 50- C) 32' to 150' F (0" to 66' C) Storage Temperature Range 0° F to 140' F (-18* C to 60" C) Humidity Range 10 to 95% RH 4098-9714 Smoke Sensor Air Velocity Rating 0-4000 fit/min (0-1220 m/min) Housing Color Frost White or Black 4098-9791 Base With Supervised Remote Relay 2098-9737 (see page 2 for contact ratings) Externally Supplied Relay Coil Voltage 18-32 VDC (nominal 24 VDC) Supervisory Current 270 pA, from 24 VDC supply Alarm Current with 2098-9737 Relay 28 mA, from 24 VDC supply 4098-9780 Base With Supervised Remote Relay 4098-9860 (see page 2 for contact ratings) Power I Supplied from communications 4098-9822 Unsupervised Relay, Requirements for Bases 4098-9789. 4098-9791, and 4098-9780 (see page 2 for contact ratings) Externally Supplied Relay Coil Voltage 118-32 VDC (nominal 24 VDC) Supervisory Current I Supplied from communications Alarm Current 113 mA from separate 24 VDC supply 41MPLEd; and the product names listed in this material are marks and br registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association (NFPA). Rsi m p I Ex Westminster, MA * 01441-0001 - USA S4098-0019-23 8/2017 www.simplex-fire.com U 2017 Johnson Controls. All rights reserved All specications and other information shown were current as ofdocumem revision date and are subject to change without notice. 3,,Simp1Ex TrueAlarm Analog Sensing UL, ULC, CSFM Listed: FM Approved; Addressable Duct Sensor Housings with TrueAlarm MEA (NYC) Acceptance* Photoelectric Sensor; Available with Multiple Relay Control Compact air duct sensor housing with clear cover to monitor for the presence of smoke** Includes factory installed TrueAlarm photoelectric smoke sensor and features: Individual sensor information processed by the host control panel to determine sensor status Digital transmission of analog sensor values via IDNet or MAPNET Il, 2-wire communications Programmable sensitivity, consistent accuracy, environmental compensation, status testing, and monitoring of sensor dirt accumulation Model 4098-9765: Basic duct sensor housing (no relay output) powered by IDNeVMAPNET II communications Model 4098-9756: Duct sensor housing with supervised output for multiple remote relays; requires separate 24 VDC; includes one relay Relay output is under panel control At the panel, relay output can be activated manually or in response to a separate alarm or other input General features: UL listed to Standard 268A Clear cover allows visual inspection Test ports provide functional smoke testing access with cover in place Mounts to rectangular ducts or round ducts; minimum size is 8" (203 mm) square or 18" (457 mm) diameter Magnetic test feature for alarm initiation at housing Optional weatherproof enclosure is available separately (refer to data sheet S4098-0032) Diagnostic LEDs (on interface board): Red Alarm/Trouble LED for sensor status and communications polling display Yellow LED for open or shorted trouble indication of supervised relay control (4098-9756 only) Sampling tubes (ordered separately): Available in multiple lengths to match duct size Installed and serviced with housing in place Remote module options (ordered separately): Remote red status/alarm LED (2098-9808) Remote test station with LED (2098-9806) 4098-9843 remote relays (refer to page 2 for details) These products have been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 3240-0026.241 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. n0000m ao aomnam a o n a o a nammm o r o rn r Duct Sensor Housing, Front and Bottom View m m 0 0 o m m 2098-9808 2098-9806 Remote Status/Alarm Indicator and Test Station 1I1tga1$i L91gj rare Operation. Simplex® compact air duct smoke sensor housings provide TrueAlarm operation for the detection of smoke in air conditioning or ventilating ducts. Sampling tubes are installed into the duct allowing air to be directed to the smoke sensor mounted in the housing. Digital Communication of Analog Sensing. Analog information from the sensor is digitally communicated to the control panel where it is analyzed. Sensor input is stored and tracked as an average value with an alarm or abnormal condition being determined by comparing the sensor's present value against its average. Intelligent Data Evaluation. Monitoring each photoelectric sensor's average value provides a software filtering process that compensates for environmental factors (dust, dirt, etc.) and component aging, providing an accurate reference for evaluating new activity. The result is a significant reduction in the probability of false or nuisance alarms caused by shifts in sensitivity, either up or down. Please note that smoke detection in air ducts is intended to provide notification of the presence of smoke in the duct. It is not intended to, and will not, replace smoke detection requirements for open areas or other non -duct applications. S4098-0030-10 11/2014 Control Panel Selection. Peak activity per sensor is stored to assist in evaluating specific locations. The alarm set point for each sensor is determined at the control panel, selectable as the individual application requires. Sensor Status LED. Each sensor housing's red status LED (located on the electrical interface board) pulses to indicate communications with the panel. If the control panel determines that a sensor is in alarm, or that it is dirty or has some other type of trouble, the details are annunciated at the control panel and that sensor housing's status LED will be turned on steadily. During a system alarm, the control panel will control the LEDs such that an LED indicating a trouble will return to pulsing to help identify any alarmed sensors. (Remote Status/Alarm LEDs track the operation of the sensor housing LED.) TrueAlarm photoelectric sensors use a stable, pulsed infrared LED light source and a silicon photodiode receiver to provide consistent and accurate low power smoke sensing. wolfing '• Typically duct sensor applications require less sensitive settings (such as 2.5% per foot obscuration) due to the ducts being a relative dirty environment. However, the standard seven levels of TrueAlarm sensor sensitivity are available for each individual sensor, ranging from 0.2% to 3.7% per foot of smoke obscuration. Sensitivity is selected and monitored at the fire alarm control panel. Individual smoke sensitivity selection Sensitivity monitoring that satisfies NFPA 72 sensitivity testing requirements Peak value logging allows accurate analysis for sensitivity selection Automatic, once per minute individual sensor calibration check verifies sensor integrity Automatic environmental compensation Smoke sensitivity is displayed in percent per foot Ability to display and print detailed sensor information in plain English language Relays of model 4098-9756 are under panel control NDN for ON, OFF, or override Duct Smoke Sensor Housing with Photoelectric Sensor* Model Description Compatibility Basic Duct Sensor Housing; operating power is supplied by 4007ES, 4008, 4010, 4010ES, 4020, 4100, 4100ES, 4098-9755 either IDNet or MAPNET II communications (no relay 4100E, and 4120. Also 2120 CDT if configured for output) MAPNET II, TrueAlarm operation Duct Sensor Housing with supervised multiple relay output, Same as above except relay operation is not 4098-9756 requires separate 24 VDC fire alarm power and 4081-9008 compatible with 2120 CDT; end -of -line resistor harness; includes one 4098-9843 relay Relay output is for up to 15 total 4098-9843 Relays additional relays are ordered separately) Remote LED Indicator and Test Station, Select One if Required Model Description 2098-9808 Red LED status indicator on single -gang stainless steel plate Test Station with keyswitch and red LED status indicator, on 2098-9806 single -gang stainless steel plate; (turning switch to "TEST' initiates alarm for system testing) Epoxy Encapsulated Remote Relay and End -of -Line Resistor Model I Description Compatibility I Mounting 4098-9755 Use single gang box, 4098-9756 3" H x 2" W x 2" D 76mmx51 min x51 mm) Compatibility Relay; single Form C (7 A @ 120 VAC); refer to pages 3 and 4 4098-9756 only; 4098-9843 for additional relay information; one included with 4098-9756; wiring is 18 AWG (0.82 mm2) color coded wire leads connect up to 15 Location Locate relays within 3 ft 1 m) of device being controlled per NFPA 72 4081-9008 End -of -Line Resistor Harness; 10 kQ, 1/2 W; (ref. 733-894); 4098-9756 I At last relay locationrequiredtosuperviseremoterelaycoilconnection Each duct housing includes an internally mounted model 4098-9714 TrueAlarm photoelectric sensor and an exhaust tube. A correctly sized sampling tube (ordered per application) is required, refer to chart below. Sampling Tube Selection Chart, Ordered Separately Per Duct Width, Select One Overall Duct Width 12" (305 mm) Tube Required 4098-9854 Suggested Cut Length 1/2" (12.7 mm) longer than duct width 13" to 23" (330 mm to 584 mm) 4098-9855 1/2" (12.7 mm) longer than duct width 24" to 46" (610 mm to 1168 mm) 4098-9856 3 in" (76 mm) longer than duct width 46" to 71" (1168 mm to 1803 mm) 4098-9857 3 in" (76 mm) longer than duct width 71- to 95" (1803 mm to 2413 mm) 4098-9858 3 in" (76 mm) longer than duct width S4098-0030-10 11/2014 M NOTE: Refer to Installation Instructions 574-776 for additional installation detail and maintenance information. W98-9714 SmOKe sensor, in special interface base ( 6-3/4" 171 mm ) Sampling tube access hole baffle 1 3-3/8" 86 mm) 13/16" 21 mm) Test ports (2) provided for measuring airflow and for aerosol injection Square duct reference outline 18" Round duct outline minimum diameter) 11-3/8" (289 mm) Exhaust tube access hole screws Exhaust tube supplied) Sampling tube, ordered separately per duct width e-= ( Metal plate with dual holes for 3/4" (19 mm) conduit, plug supplied for unused hole 0000 0 0 p p pp pp EndllcatorowLED, relay control trouble 4098-9756 only) p p p sensor us LED Side of duct p o Wiring terminals NOTE: Orientation shown is for reference sensor area only, refer to General Location Notes and End View illustration below for alternate mounting reference. Alternate location if anorooriate) R E*Vie v Exhaust tube J Square duct outline minimum width) DO NOT MOUNT ON BOTTOM OF DUCT 4098-9843 Remote Relay 7 A @ 120 VAC, for use with 4098-9756 only) NOTE: Mount in separate electrical box within 3 ft (1 m) of device being controlled per NFPA 72 1-3/16" 30 mm) 1-1 /2" 13/16" 38 mm) (21 mm) Samplingkeyed for proper hole alignment with holes facing into aimplate is provided for proper tube installation)(Housiwn as position 2 per note 2 below.) General Location Notes: 1. Testing performed under the auspices of the Fire Detection Institute ( FDI) recommended when sampling tubes are not located vertically, that they be positioned horizontally in the upper half of the duct to account for possible stratification. 2. Three duct side mounting options are available as shown below. Mount housing at 90° to airflow for all orientations. Arrows indicate allowed airflow directions. t o o t r _ 7 ~ 3 S4098-0030-10 11 /2014 Duct Sensor Location Reference Exhaust Fresh air — Fvha mt n.-r Do not locate sensor here Filter bank Return Air Supply Air Sensor OK Additional Information. Refer to NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems; NFPA 72, the National Fire Alarm and Signaling Code; and the NEMA Guide for Proper Use of Smoke Detectors in Duct Applications, and Installation Instructions 574-776. Duct Sensor Location Considerations: _ 1. Proper duct smoke detection location must ensure adequate airflow within the duct housing. 2. Duct air velocity rating is 300 to 4000 ft/min (91 to 1220 m/min). Pressure differential between intake and exhaust tubes is required to be between 0.015 to 1.55 inches of water (0.381 to 39.37 mm). 3. Ensure accessibility for test and service. 4. Proper Locations: downstream side of filters to detect fires in the filters; in return ducts, ahead of mixing areas; upstream of air humidifier and cooling coil. 5. Other locations and orientations may be required for proper duct smoke detection depending on duct access, system design, and duct airflow testing. Contact your local Simplex product supplier for assistance. Locations to Avoid: 1. Where dampers closed for comfort control would interfere with airflow. 2. Next to outside air inlets (unless the intent is to monitor smoke entry from that area). 3. In return air damper branch ducts and mixing areas where airflow may be restricted. Em• General Mechanical and Environmental Air Velocity Range (linear ft/min) 300 to 4000 ft/min (91 to 1220 m/min) Sensor Sensitivity Range 0.2% to 3.7% per foot of obscuration, selectable at host control panel UL Listed Temperature Range 32' F to 100° F (0° C to 38' C) Operating Temperature Range 32° F to 122° F (0° C to 50' C) Storage Temperature Range 0° F to 140o F (-18o C to 600 C) Humidity Range 10% to 95% RH, non -condensing Wiring Connections Terminal blocks, 18 to 12 AWG (0.82 MM2 to 3.31 mmz ) Housing Color and Material Black ABS base with clear polycarbonate cover Sampling and Exhaust Tube Material Black CPVC, custom extrusion; sampling tubes are pre -drilled Remote Status/Alarm LED and Test Station with Remote Status/Alarm LED Remote Alarm LED Current 1.2 mA, no impact to 24 VDC alarm current (2098-9808 or 2098-9806) Test Station Keyswitch Current 3.3 mA, no impact to 24 VDC alarm current (2098-9806) Remote Alarm LED and Test Station Distance 250 ft (76 m) maximum Addressable Operation Data Communications IDNet or MAPNET II communications, auto -select, one address per housing; provides operating power to model 4098-9755 Model 4098-9756 with Supervised Multiple Relay Control, Requires Separate Fused 24 VDC from Fire Alarm Power Supply Input Voltage 18-32 VDC (24 VDC nominal) Standby Current 3 mA @ 24 VDC Alarm Current 15 mA @ 24 VDC; add 15 mA for each 4098-9843 relay Supervised Remote Relay Control Output For use with 4098-9843 relay only, quantity of 15 maximum; distance of 500 ft 152 m) maximum; requires 4081-9008 (ref. 733-894) 10 kO, 1/2 W end -of -line resistor 4098-9843 Relay Output Ratings, Single Form C, use with Model 4098-9756 Only Coil Current 15 mA @ 24 VDC, up to 15 maximum per relay control output Relay Contacts 7 A at 0.35 PF @ 28 VDC & 120 VAC; 250 µA @ 5 VDC Location Distance 500 ft (152 m) maximum to relay coils; locate relays within 3 ft (1 m) of device being controlled oer NFPA 72 TYCO, SIMPLEX, and the product names listed in this material are marks and or registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm and Signaling Code are registered trademarks of the National Fire Protection Association (NFPA). S i m p I :X Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4098-0030-10 11/2014 www.simplex-fire.com C 2014 Tyco lire Protection Products. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. 9"'S i m p kx 4100® Fire Control Panels UL, ULC, CSFM Listed; FM Approved; Addressable Fire Detection and Control MEA (NYC) Acceptance* MINIPLEX Transponders 4100ES Series MINIPLEX transponders allow remotely located initiating and notification functions: Transponder operation is available as standard or with local mode operation Communications with the host fire alarm control panel use the Remote Unit Interface (RUI) format Initiating functions include: Conventional initiating device circuit (IDC) support Addressable device support including TrueAlarm analog sensor compatibility Notification functions include: Conventional DC notification appliance circuits including TrueAlert strobe and horn appliances Emergency voice/alarm communications Local mode operation provides: Default local initiating and notification operation in the event of a communications loss with the host control panel Enabling of an optional Local Mode Controller with a local alarm sounder, LED status indicators, and keyswitch enabled control switches Support for IDNet addressable devices, conventional notification appliances, and default output tones from local amplifiers Optional modules include: Digital or Analog audio riser modules for connection to system audio signals Digital or analog input audio amplifiers with integral on -board NACs Power supplies with or without battery chargers City Connect modules and RS-232 ports for printers or maintenance terminals Alarm relays, auxiliary relays, additional IDC modules, and NAC expansion modules NEMA 1/IP30 cabinets are equipped with solid doors (platinum or red) and in one, two, or three bay sizes Listed to: UL 864, Fire Detection and Control (UOJZ), and Smoke Control Service (UUKL) UL 2017, Process Management Equipment (QVAX) UL 1076, Proprietary Alarm Units -Burglar (APOU) UL 1730, Smoke Detector Monitor (UULI) UL 2572, Mass Notification Systems (PGWM) ULC S527, Control Units for Fire Alarm Systems See pages 4 and 5 for product that is listed as UL or ULC. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7165-0026:251 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. MINIPLEX transponder Addressable devices Strobe NAC 3j IV F r7 F r= m Audio NAC I ®J Local mode gxJ controller 4100ES Fire Alarm Control Panel with Voice Control Typical 4100ES MINIPLEX System One -Line Drawing ductie 4100ES MINIPLEX transponders connect to a host 4100ES Fire Alarm Control Panel using Simplex® remote unit interface (RUI) communications. At the transponder, RUI communications are received by the transponder interface module and translated into the same internal communications format that is used in the host control panel. Remotely located modules. With RUI communications, the transponder can remotely provide the same initiating and notification functions that occur at the host control panel without requiring multiple long distance wiring runs. Connections to the host panel are low current communications and audio wiring with distances up to 2500 ft (762 m). 41000 Series Products Note. The system modules and features listed in this data sheet are both compatible with, and listed for use with 4100U series fire alarm control panels. Contact your local Simplex product supplier for details. S4100-0035-15 5/2018 Please refer to document S4100-0031 and the other documents listed on page 3 for additional information concerning the extensive initiating and notification features of the 4100ES fire alarm control panels. Transponder model 4100-9600 includes a bay assembly, a power distribution interface module (PDI), a Basic Transponder Interface Module, and an interconnect harness. Communications with the host fire alarm control panel are via a Remote Unit Interface (RUI) connection that allows for up to 2500 ft (762 m) distance. RUI can communicate with up to a total of 31 remote devices and can be either Style 4 or Style 7 communications. Transponder model 4100-9601 substitutes a Local Mode Transponder Module for the Basic Transponder Module. Optional Expansion Bays each include a PDI and accept a variety of optional modules (refer to list starting on page 4). The Battery Compartment (bottom) accepts two batteries, up to 50 Ali, that can be mounted within the cabinet. Battery mounting does not interfere with available module space. A power supply with battery charger is required for each battery set. Modules are power -limited (except as noted, such as relay modules) Enclosure are available for one, two, or three bay sizes or for cabinet rack mounting NEMA 1/IP30 boxes and solid doors are available in platinum or red (ordered separately) Up to eight close-nippled cabinets can be connected at one transponder location (close-nippled is mounted within 20 ft (6 m) and with interconnecting wiring enclosed in conduit) Refer to document S4100-0037 for enclosure details Default Stand -Alone Operation. In the event of a communications loss with the host fire alarm control panel, model 4100-9601 MINIPLEX Local Mode Transponders provide fire alarm response default operation for its connected devices and appliances per the following. Input Operation. During local mode operation, TrueAlarm initiating devices connected to the transponder will cause an alarm at their least sensitive alarm threshold. Photoelectric sensors will alarm at 3.70/o/ft smoke obscuration Ionization sensors will alarm at 1.30/o`/ft obscuration Heat sensors will alarm at a fixed temperature of 135' F 57° C) TrueAlarm device LEDs will be activated to indicate a device in alarm eTR VX4 • • ••- • • -• Notification Operation. Fire alarm conditions reported against a fire alarm point type within a transponder in local mode will cause all notification appliance circuits in that transponder to: Sound a general alarm temporal pattern horn tone Activate visible notification appliance circuits Local Mode Module Support. Local mode operation provides support for the following 4100ES modules: System Power Supplies (SPS), Expansion Power Supplies (XPS), and Remote Power Supplies (RPS), including on -board notification appliance circuits NACs) and expansion signal modules, operated at a temporal pattern, IDNet addressable device circuits, including those on -board the SPS, and communications from IDNet 2 and IDNet 2+2 modules 4100ES amplifiers will provide their on -board horn tones (500 Hz) at a temporal pattern through their on- board amplifier NACs Local Mode Operation Module Exclusion. Modules not listed above but that are listed as compatible with MINIPLEX transponders per this document, do not interfere with local mode operation but are not supported during local mode operation. Operation. During local mode operation, an optional Local Mode Controller will indicate status (see illustration below) and can be enabled using a keyswitch to perform local alarm silence or reset. If alarms occurring during local mode are reset using a Local Mode Controller, upon restoration of communications, those alarms will not be sent to the master controller. If alarms are still present upon restoration of communications, then the alarm condition will be reported and host fire alarm control panel programmed alarm functions will occur. When communications are re-established, the local mode transponder restores automatically. Mounting. Local Mode Controllers are mounted on three -gang plates, are available in beige or red, and for either flush or semi -flush mounting. (See page 7 for details). Fire Alarm Local Mode Controller Alzrm AlarmSIencM Mo alod. Acnv PowOnc SiMpleX See Operating Instruction 579-343 1) Local Mode Controller Module S4100-0035-15 512018 Typical Multi -Floor MINIPLEX Audio System Seventh floor I MINIPLEX transponder E Sixth floor Fifth floor FIRE Fourth floor MINIPLEX transponder Third floor 7i' Second floor Legend: F® Strobe NAC F Speaker NAC TrueAlarm sensors 1, and IDNet/MAPNET II addressable circuits li Audio riser wiring, twisted pair RUI communications wiring, twisted, shielded pair a 4100ES Fire Alarm Control Panel with Voice Control First floor Additional 4100ES Product Reference Subject Battery and Battery Cabinet Reference for 4100ES Data Sheet S2081-0006 Subject NDU with SPS Power Supplies for 4120 Network Data Sheet S4100-0036 110 Ah Batteries and Cabinets for 4100ES S2081-0012 4100ES Enclosures S4100-0037 Seismic Battery Brackets Reference S2081-0019 InfoAlarm Command Center with SPS Power Supplies S4100-0045 4100ES Basic Panels with SPS Power Supplies S4100-0031 NDU with SPS Power Supplies for ES Net S4100-0077 4100ES LED/Switch Modules & Printer S4100-0032 3 S4100-0035-15 5/2018 l Transponder Type Model Description Supv. Alarm 4100-9600 Basic Transponder, includes bay equipment with power distribution interface, and 4100-0620 Basic 36 mA 36 mA Transponder Interface Module mounted in Block A Local Mode Transponder, includes bay equipment with power distribution interface, and normal 38 mA 38 mA 4100-9601 Fin4100-0625 Local Mode Transponder Interface Module mounted in Block A local mode 23 mA 23 mA Local Mode Controller Selection Model Description Supv. Alarm 4601-9108 Flush mount Red with white Local Mode Controller, 3-gang plate mounted; normal 44 mA 44 mA 4601-9109 Surface mount lettering flush mount requires a 1 %" (38 mm) deep 4601-9110 Flush mount Beige with 3-gang box; surface mount controllers include a 4601-9111 Surface mount black lettering matching mounting box; see p. 7 for details in local mode 44 mA 58 mA Communication Modules M W Model 4100-6031 Description City Circuit, with disconnect switches For use with SPS Select one per SPS City Circuit, without disconnect switches only, not RPS Alarm Relay, 3 Form C relays, 2 A @ 32 VDC; for SPS or RPS Size Mounts on SPS or RPS Supv. 20 mA Alarm 36 mA 4100-6032 20 mA 36 mA 4100-6033 15 mA 37 mA 4100-6038 Dual RS-232 Interface 1 Slot 132 mA 132 mA 4100-6045 Decoder Module 3 Slots 85 mA 163 mA 4100-6048 VESDA Aspiration System Interface 1 Slot 132 mA 132 mA 4100-9816 Master Clock Interface Module with one standard RS-232 port (see S4100-0033) 1 Slot 132 mA 132 mA Expansion, System, and Remote Power Supplies and Accessories (XPS, SPS, and RPS are rated 9 A for "Special Application" appliances, 3 All and 5 A for "Regulated 24 DC" power, 2 A/NAC) Model 4100-5101 Voltage/Listing 120 VAC UL Description Expansion Power Supply (XPS); 9 A output; 3 Class A/B NACs; Canadian models have low battery cutout* Size 2 Blocks Supv. 50 mA Alarm 50 mA4100-5103 120 VAC, Canadian ULC 4100-5102 220-240 VAC UL 4100-5115 NAC Expansion Module, 3 NACs, Class A/B, mounts on XPS only N.A. 25 mA 25 mA 4100-5111 120 VAC UL System Power Supply (SPS); 9 A power supply/charger with 250 point IDNet channel; 3 Class A/B NACs; expansion slot for City Circuit or Alarm Relay option; Canadian model has low battery cutout* 4 Blocks 175 mA 185 mA4100-5112 120 VAC, Canadian ULC 4100-5113 220-240 VAC UL 4100-5125 120 VAC UL Remote Power Supply (RPS); 9 A power supply/charger similar to SPS except no IDNet channel or City Circuits; will accept one 4100-6033; Canadian model has low battery cutout* 4 Blocks 150 mA 185 mA4100-5126 120 VAC, Canadian ULC 4100-5127 220-240 VAC UL 4100-5152 12 VDC Power Option, 2 A maximum 1 Block 1.5 A maximum 4100-0636 Box Interconnection Harness Kit (non -audio); order one for each close-nippled cabinet Special Application Appliances Simplex 4901, 4903, 4904, and 4906 Series horns, strobes, and combination horn/strobes and speaker/strobes contact your Simplex product representative for compatible appliances) Regulated 24 DC Appliances Power for other UL listed appliances; use associated external synchronization modules where required Miscellaneous Options and Accessories Model 4100-1290 Description 24 Point 1/0 Module for external connections, select each point as either a switch input (momentary or maintained) or an output (for lamp/LED/relay); requires 1 Slot (refer to data sheet S4100-0032 for additional information) 4100-0632 Terminal Block Utility Module with 2, 16 position terminal blocks on 4" x 5" single block, for of up to 12 AWG wire (3.31 mmz) 4100-0633 Door Tamper Switch, connects into Transponder Interface Module, one per cabinet assembly if required 4100-0634 120 VAC: 120/ Power Distribution Module (PDM) select per system voltage; one required per box4100-0635 0 VAC 4100-9837 Green LED Power -on Indicator Kit, required for ULC listing of MINIPLEX transponder; mounts on solid door knockout 2081-9031 Series resistor for WSO, IDCs (N.O. water flow and tamper on same circuit, wires after water flow and before tamper) 470 0, 1 W, encapsulated, two 18 AWG leads (0.82 mmz), 2' ' L x 1 W W x 1" H (64 mm x 35 mm x 25 mm) Audio Riser Modules Model Description Size Supv. Alarm 64100-0621 Dual Channel Analog Audio Riser Module; accepts one or two separate audio signals from 1 Block 0 mA 15 mA host control panel; mounts in Block B, is controlled by Transponder Interface Module 4100-0622 3-8 Channel Digital Audio Riser Module; similar to analog module, except receives and 1 Block 70 mA 70 mA decodes a digital input signal with up to eight audio channels; with Non -Alarm Audio input Standard power supply NACs can provide synchronized strobe or SmartSync, two -wire operation. Continued on next page 4 S4100-0035-15 5/2018 Analog Emergency Voice/Alarm Communications Equipment, Constant Supervision Compatible* Model Description Details 4100-1361 25 VRMS output Flex-35, 35 W Amplifier, constant Includes three on -board NAC rating = 1.4 A 35 W, or 100 4100-1362 70.07 VRMS output supervision compatible Class B audio NACs; NAC rating = 0.5 A speakers 4100-1312 25 VRMS output Flex-50, 50 W Amplifier, constant power is supplied from NAC rating = 2 A 50 W, or 100 4100-1313 70.7 VRMS output supervision compatible an XPS, RPS, or SPS NAC rating = 0.707 A speakers 00 W Analog Amplifiers with Power Supply, Constant Supervision Compatible Mod ut ut Voltage Power Supply Input/Listing Description Details 25 VRM 0.7 VRMS 4100 1314 100-1315 120 VAC, 60 Hz UL Primary Includes six, Class B audio NACs; 4100-1316 4100-1317 120 VAC, 60 Hz ULC 100 W NAC rating = 50 W or 100 speakers ULC Amplifier maximum; 2 A @ 25 VRMS; models1.44100-1318 4100-1319 220/230/240 VAC, 50/60 Hz UL I A 70.7 VRMS have low 4100-1320 4100-1321 120 VAC, 60 Hz UL Backup 100 W Uses the six Class B NACs of primary battery dropout 4100-1322 4100-1323 120 VAC, 60 Hz ULC Amplifier amplifier circuit 4100-1324 4100-1325 220/230/240 VAC, 50/60 Hz UL Digital Emergency Voice/Alarm Communications Equipment* Model Description Details 4100-1363 25 VRMS output Flex-35, 35 W Amplifier, constant Includes three on -board NAC rating = 1.4 A 35 W, or 100 4100-1364 70.07 VRMS output supervision compatible Class B audio NACs; NAC rating = 0.5 A speakers 4100-1326 25 VRMS output Flex-50, 50 W Amplifier, constant power is supplied from NAC rating = 2 A 50 W, or 100 4100-1327 70.7 VRMS output supervision compatible an XPS, RPS, or SIPS NAC rating = 0.707 A speakers 100 W Digital Amplifiers with Power Supply, Constant Supervision Compatible Model/Output Voltage Power Supply Input/Listing Description Details 25 VRMS 70.7 VRMS 4100-1328 4100-1329 120 VAC, 60 Hz UL Includes six, Class B audio NACs; Primary NAC rating = 50 W or 100 speakers ULC 4100-1330 4100-1331 120 VAC, 60 Hz ULC 100 W Amplifier maximum; 2 A @ 25 VRMS; models p 4100-1332 4100 1333 220/230/240 VAC, 50/60 Hz UL 1.4 A @ 70.7 VRMS have low 4100- 1334 4100-1335 120 VAC, 60 Hz UL Backup 100 W Uses the six Class B NACs of primary battery dropout 4100- 1336 4100-1337 120 VAC, 60 Hz ULC Amplifier amplifier circuit 4100- 1338 4100-1339 220/230/240 VAC, 50/60 Hz UL Options for use with either Analog or Digital Amplifiers Model Description Details and Mounting Reference 4100- 1245 Flex-35/50 Expansion NAC Module; adds Choose Mounts on Flex-35/50 assembly; NAC ratings = 1.5 A, 35/50 W, three Class B audio NACs or 100 speakers maximum; Supv = 8 mA, Alarm = 60 mA 4100 1246 Flex-35/50 Class A Adapter Module; converts one per amplifier pMounts on Flex-35/50 assembly; NAC ratings = 2 A, 50 W, or three on -board NACS to Class A operation 100 speakers maximum; Supv =10 mA, Alarm = 30 mA 4100- 1248 100 W Amplifier Expansion NAC Module; NAC Choose Provides six additional Class B audio NACs, mounts on 100 W ratings = 1.5 A, 50 W, or 100 speakers max. one per amplifier amplifier assembly; Supv = 17 mA, Alarm = 60 mA 4100- 1249 100 W Class A Adapter Module; NAC ratings = Converts six on -board NACs to Class A operation, mounts on 2 A, 50 W, or 100 speakers max. 100 W amplifier assembly; Supv = 1 mA, Alarm = 60 mA 25 VRMS Output; NAC Constant Supervision Adapter Supv = 10 mA Converts three Class B audio NACS to 4100- 1259 rating = 2 A, 50 W, or for three NACs; select per on batteries, Class A or Class B Constant Supervision 100speakersmax. amplifier output; not compatible with amplifier NAC Alarm = 35 mA or 100 W NACs; mounts bl ; useFlex-two amplifierassembly; use two for the six NACs 70.7 VRMS Output; NAC Supv = 38 mA 4100- 1260 rating = 0.707 A, 50 W, expansion modules; on batteries; on 100 W amplifiers or 100 speakers max. deactivated when on batteries Alarm = 70 mA Firefighters Telephone Options Model Description Size Supv. In Use 4100- 1272 Expansion Telephone Control Module with three Class B telephone NACS; required when 1 Block 80 mA 130 mA telephone circuits are mounted in transponder; 4100- 1273 Telephone Class A Adapter Module; mounts on 4100-1272; no additional current required General Audio Options Model Description l 4081- 9018 End -of -line resistor harness for 70.7 VRMS NACs; 10 kfl, 1 W 4100- 2320 Audio Bay -to -Bay Interconnection Harness Kit; order one for each audio bay addition 4100- 0637 Audio Box Interconnection Harness Kit; order one for each close-nippled audio cabinet Refer to document S4100-0034 for additional audio information. Continued on next page 5 S4100-0035-15 5/2018 110 1: Audio Expansion Signal Module and Options Model Description Details and Mounting Reference Expansion Signal Module; three, 1.5 A Class B NACs for Converts one NAC input to three NAC outputs; selects between 4100-5116 Audio applications; up to five maximum per amplifier; NAC two inputs; for Flex-35/50 amplifiers only, two input NACs are rating = 1.5 A, 50 W, or 100 speakers maximum required; Single Block module mounts in expansion bay; Supv = 20 mA; Alarm = 80 mA 4100-1266 Expansion Signal Module NAC Expander; NAC rating = Expands module capacity to six, Class B These modules 1.5 A, 50 W, or 100 speakers max. NACs; Supv = 0.84 mA; Alarm = 60 mA mount on the 4100-1267 Expansion Signal Module Class A Adapter; NAC rating = Converts 3 Class B, NACs to Class A; 4100-5116; 1.5 A, 50 W, or 100 speakers maximum Supv = 0 mA; Alarm = 30 mA select one Expansion Signal Module Constant Supervision Adapter; NAC rating = 1.4 A, 50 W, or 100 speakers max. per 4100-1268 Converts 3 Class B NACs to Constant Supervision Class B max.; Supv = 38 mA on batteries (constant 4100-5116 as or Class A NACs; for 25 VRMS or 70.7 VRMS audio supervision deactivated); Alarm = 70 mA required Model Description Size Supv. Alarm Initiating Device Circuits (IDCs) 4100-5005 Eight zones, Class B 1 Slot 75 mA 195 mA 4100-5015 Eight zones, Class A 1 Slot 75 mA 195 mA Addressable Interface Modules Model 4100-3109* Description IDNet 2 Module, 250 point capacity; electrically isolated output with two short circuit isolating Class B or Class A output loops, 1 block; standard on EPS with IDNet 2 Module no devices Supv. 50 mA Alarm 60 mA 50 devices 90 mA 150 mA 125 devices 150 mA 225 mA 250 devices 250 mA 350 mA 4100-3110* IDNet 2+2 Module, 250 point capacity; electrically isolated output with four short circuit isolating Class B or Class A output loops, 1 block; mounts in expansion bay or available master controller bay module locations only, not applicable for EPS mounting no devices 50 mA 1 60 mA 50 50 devices 9090 mA 150 mA 1devices mA 225 mA 250 devices 250 mA 350 mA 4100- 3111* IDNet Short Circuit Isolating Loop Output Module; forAftermarket Field Installation Only; mount up to two on a 4100-3109 module; for use with 4100-3109 modules only Note: Loading per IDNet device (no LEDs on) = 0.8 mA supervisory and 1 m A alarm. Each IDNet 2 and IDNet 2+2 Short Circuit Isolating Loop Output can be individually controlled for system diagnostics and can be assigned a public point for Fire Alarm Network annunciation. Model Description Supv. Alarm 4100- 3102 MAPNET II Module, 127 point capacity, add devices separately; Module Module without devices size = 2 Slots; Loading per MAPNET II device = 1.7 mA Fully loaded module, total 255 mA 275 mA 471 mA 491 mA Isolator Module for MAPNET II communications; converts a single connected SLC into four isolated 4100- 3103 outputs selectable as Class A or Class B; up to two Isolator Modules can be connected to one SLC; 50 mA 50 mA Module size = 1 Slot; NOTE: Compatible with MAPNET II Remote Isolators only Relay Modules; Nonpower-Limited Model Description Resistive Ratings Inductive Ratings Size Supv. Alarm 4100- 3202 4 DPDT w/feedback 10 A 250 VAC 10 A 250 VAC 2 Slots 15 mA 175 mA 4100- 3204 4 DPDT w/feedback 2 A 30 VDCNAC 3 A 30 VDC/120 VAC 1 Block 15 mA 60 mA 4100- 3206 8 SPDT 3 A 30 VDC/120 VAC 1 '/z A 30 VDC/120 VAC 1 Block 15 mA 190 mA current calculation Notes: 1. For total supervisory current, add panel module currents to base system value and add all external loads panel -powered loads. 2. For total alarm current, add panel module currents to base system alarm current and add all panel NAC loads and all external loads powered from panel power supplies. Input Power [System (SPS); Expansion (XPS); 120 VAC Models 4 A maximum @ 102 to 132 VAC, 60 Hz 220- 240 VAC Models 2 A maximum @ 204 to 264 VAC, 50/60 Hz; Remote (RPS); and 100 W amplifiers] separate taps for 220/230/240 VAC Power Supply Output Total Power Supply Including module currents and auxiliary power outputs; 9 A SpecialRatingsforSPS, XPS, Output Rating total for Application" appliances; 4 A total for "Regulated Output switches to and RPS 24 DC" power battery backup nominal 28 VDC on AC; Auxiliary Power Tap 2 A maximum during mains AC failure or brownout 2 A maximum per NAC; 24VDConbatterybackup) NACs Programmed Rated 19.1 to 31.1 VDC conditions for Auxiliary Power 5 A maximum total Battery Charger Battery capacity range UL listed for battery charging of 6.2 Ah up to 110 Ah (batteries larger than 50 Ah Ratings for SPS and require a remote battery cabinet); ULC listed for charging up to 50 Ah batteries RPS ( sealed lead -acid Charger characteristics Temperature compensated, dual rate, recharges depleted batteries within 48 hours per batteries) and performance UL Standard 864, to 70% capacity in 12 hours per ULC Standard S527 Environmental Operating Temp. Range 32° to 120°F (0° to 49° C) Operating Humidity Range Up to 93% RH, non -condensing @ 90° F (32' C) maximum Installation Instruction Reference 574-844, Transponder Interface Cards 579-343, Local Mode Controller 6 S4100-0035-15 5/2018 Local Mode Controller Detail Matching box is supplied with surface mount models 4601-9109 (red) and 4601-9111 (beige); for semi -flush models 4601-9108 red) and 4601-9110 (beige), use a 1-1/2" (38 mm) minimum depth, 3-gang box Box dimensions, 6-1/2" (165 mm) Fire Alarm Local Mode Controller Local Alarm Mode Control Alarm Silenced Local otleMctiAve O Power On 93 Simplex See Operating Instruction 579-343 S 1) Z Local Mode Controller dimensions, 6-3/8" (162 mm) 1" (25.4 mm) into box O 4-1/2" O114mm) 1-3/4" 44 mm) Local Mode Controller to Transponder Wiring: 1. Wire close-nippled to transponder, maximum distance = 20 ft (6.1 m). 2. Nine wires required: 24 VDC (2), one per LED indicator (4), and one per switch (3). 3. Wire size, 18 AWG (0.82 mmz ). Expansion Bay Module Loading Reference b Slot 7 Slot 2 Slot 3 Slot 4 Slot 5 Slot 6 Slot 7 Slot 8 Block A Block C Block E Block G Block B Block D Block F Block H Expansion Bay Chassis Size Definitions: Block = 4" W x 5" H (102 mm x 127 mm) card area Slot = 2" W x 8" H (51 mm x 203 mm) motherboard with daughter card b j 4-5/8" 117 mm) Description Mounting Transponder Interface Modules Block A Audio Riser Modules Block B Terminal Block Module 1 Block IDNet 2 and IDNet 2+2 Modules 1 Block 4, 2 A Relays ON Power -limited 1 Block 4, 10 A Relays 4", 2 Slots 8, 3 A Relays 1 Block VESDA Interface 2", 1 Slot Class B IDC 2", 1 Slot Class A IDC 2", 1 Slot MAPNET II Module 4", 2 Slots MAPNET II Isolator 2", 1 Slot Decoder Module 6", 3 Slots System or Remote Power Supply Blocks E, F, G & HONLY Expansion Power Supply Blocks G & H ONLY NAC Expansion Module On XPS ONLY Flex-35 Amplifiers, 2 max /bay* Blocks E & F; C & D; or A & B Flex-50 Amplifiers, 2 max/bay* Blocks E & F or C & D 100 W Amplifiers, 1 max/bay Blocks E, F, G & H 100 W Backup Amplifiers, 1 max. per bay with primary amplifier Blocks A, B, C & D Telephone Expansion Module 1 Block Expansion Signal Module 1 Block NOTE: When mounting dual Flex amplifiers on an expansion bay, special mounting rules apply. S4100-0035-15 5/2018 Enclosure Installation Reference Front view, box outline without door Side view with door attached oorthickness i 3/4" (121 mm) osed cabinet for i-flush mounting 12.7 mm) minimum Knockout screw/nail holes for semi -flush mounting) Wall board reference for semi -flush mounting, 6" stud Stud alignment markers, each side nal semi -flush 6" stud kit reference 4' stud w 6-29/32" 175 mm) 11-11/16" 296 mm) NOTE: A system ground must be provided for Earth Detection and transient protection devices. This connection shall be made to an approved, dedicated Earth connection per NFPA 70, Article 250, and NFPA 780. TYCO, SIMPLEX, and the product names listed in this material are marks and%r registered marks. Unauthorized use is strictly prohibited. VESDA is a trademark ofXtralis Pty Ltd. 13®S i m p I Ex Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4100-0035-15 5/2018 www.simplexgrinnell.com C 2018 Tyro Fire Protection Products. All rights reserved All specifications and other information shown were current as ofdocument revision date and are subject to change without notice. B.Simplex UL, ULC, CSFM Listed; FM Approved, MEA (NYC) Acceptance* TrueAlert Multi -Candela Notification Appliances Visible Notification Appliances with Synchronized Flash; Non -Addressable, SmartSync Operation Compatible Visible only (V/O) 24 VDC notification appliances with high output xenon strobe, available for wall or ceiling mount: Intensity is selectable as 15, 30, 75, or 110 candela with visible selection jumper secured behind strobe housing Operation is compatible with ADA requirements (refer to important installation information on page 3) Polarized input allows connection to compatible reverse polarity, supervised notification appliance circuit (NAC) Regulated circuit design ensures consistent flash output and provides controlled inrush current Rugged, high impact, flame retardant thermoplastic housings are available in red or white with clear lens Listed to UL 1971 and ULC S526 Strobes provide synchronized flash for use with: Simplex fire alarm control panels with NACs selected to provide strobe synchronization or SmartSync two -wire control 4009 IDNet NAC Extenders Separate strobe Synchronization Modules that are available for Class B or Class A operation Separate SmartSync Control Modules (SCMs) that provide Class B or Class A output from conventional NAC inputs Strobe housings provides flexible, easy, and convenient semi -flush or surface wall mounting: Rear of housing does not extend into box Wall mount strobes easily mount to single gang, double gang, or 4-inch square outlet box Ceiling mount strobes mount to single gang boxes Wall mount strobe features: Wiring terminals are accessible from the front of the housing providing easy access for installation, inspection, and testing Covers are available separately to convert housing color Optional adapters and wire guards: Wall mount strobe adapters are available to cover surface mounted electrical boxes and to adapt to Simplex 2975-9145 boxes UL listed red wire guards are available for wall or ceiling mount strobes* Refer to page 2 for guard listing. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7125-0026:316 for allowable values and/or conditions concerning material presented in this document. Refer to page 2 for listing status of wire guards. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. r FIRE Wall Mount Strobes v. Ssolml Ceiling Mount Strobes P-SCrinTir Multi -Candela TrueAlert synchronized strobes provide convenient installation to standard electrical boxes. The enclosure designs are both impact and vandal resistant and provide a convenient strobe intensity selection. Since each model can be selected for intensity output, on -site model inventory is minimized and changes encountered during construction can be easily accommodated. Wall mount strobe housings are a one-piece assembly including lens) that mounts to a single or double gang, or 4" square standard electrical box. The cover can be quickly removed (a tool is required) and covers are available separately for color conversion. Ceiling mount strobes install using standard single gang electrical boxes. Color choice is determined by model number. During installation, a selection plug at the back of the housing determines the desired strobe intensity. An attached flag with black letters on a highly visible yellow background allows the selected intensity to be seen at the side of the strobe lens. Proper selection of visible notification is dependent on occupancy, location, local codes, and proper applications of: the National Fire Alarm Code (NFPA 72), ANSI A117.1; the appropriate model building code: BOCA, ICBO, or SBCCI; and the application guidelines of the Americans with Disabilities Act (ADA). S4906-0001-5 11/2014 rig Eff Multiple Strobes. When multiple strobes and their reflections can be seen from one location, synchronized flashes reduce the probability of photo -sensitive reactions as well as the annoyance and possible distraction of random flashing. These multi -candela strobes are synchronized over a two -wire circuit when connected to compatible NACs, to compatible Synchronized Flash Modules, or to SmartSync Control Modules. r1m. Some applications desire the audible notification appliances to be capable of being silenced before the alarm condition is reset (on -until -silenced) while the visible notification appliances are kept activated until the alarm condition is reset (on -until -reset). SmartSync operation mode provides this function using a single circuit (two -wire operation). SmartSync two -wire control is available from: 4006, 4007ES Hybrid, 4008, 4010, 4010ES, 4100ES, and 4100U Fire Alarm Control Panels (refer to individual product data sheets for more information) 4009 IDNet NAC Extenders (refer to data sheet S4009-0002) SmartSync Control Module (SCM) Model 4905-9938 refer to data sheet S4905-0003) Additional SmartSync compatible notification appliances include separate horns and combination horn/strobe notification appliances. Multi -Candela Visible Notification Appliances (Strobes) Model Mounting Housing Color "FIRE" Lettering Description 4906-9101 Wall Red White 4906-9103 White Red Multi -candela strobe with intensity selectable as: 15, 30, 75, or 110 candela; synchronized flash rate; 4906-910Ceilin Red White SmartSync two -wire control compatible 4906- 9104 g White Red Wall Mount Strobe Adapters Model Description Dimensions 4905- 9937 Red Surface Mount Adapter Skirt; use to cover 1-1/2" (38 mm) 5-3/8" H x 5-1/4" W x 1-5/8" D 4905- 9940 White deep surface mounted boxes (136 mm x 133 mm x 41 mm) Total depth with strobe = 4-3/8" (111 mm) 4905- 9931 Red Adapter Plate for mounting to Simplex 2975-9145 box (typically for 8-5/16" x 5-3/4" x 0.060" Thick retrofit, may be mounted vertical or horizontal) 211 mm x 146 mm x 1.5 mm) 2975- 9145 Red Mounting Box, requires Adapter Plate 4905-9931 7- 7/8" x 5-1/8" x 2-3/4" D 200 mm x 130 mm x 70 mm) Ceiling Mount Strobe Adapter Model Description Dimensions 4905- 9910 Surface Mount Adapter Plate; zinc plated; required for mounting to 4-7/8" x 3-1/8" x 0.060" D handy box; not needed when using 4905-9926 guard (124 mm x 79 mm x 1.5) Synchronization Modules (refer to data sheet S4905-0003 for additional information) Model Description Dimensions 4905- 9914 Class B Synchronized Flash Module; epoxy encapsulated with 1-3/8" x 2-7/16" x 13/16" in/out 18 AWG (0.82 mm) wire leads, rated for 2 A NAC, 35 mm x 62 mm x 20 mm 4905-9922 Class A requires 5 mA for power 4905- 9938 SmartSync Control Module with Class B or Class A output; mounts in 4" x 4-1/8" x 1-1/4" D 4" ( 102 mm) square box 102 mm x 105 mm x 32 mm) Replacement Covers and Guards Model Description Dimensions 4905- 9992 Red cover with white "FIRE" lettering 5-1/8" H x 5" W x 1-1/2" D 4905- 9993 White cover with red "FIRE" lettering For Wall mount strobes (130 mm x 127 mm x 38 mm) 4905- 9961* Wall mount 6-1/16" H x 6-1/16" W x 3-1/8" D Red wire guard with mounting plate, compatible with semi - flush or surface mounted boxes 154 mm x 154 mm x 79 mm) 4905- 9926* Ceiling mount 6-1/8" x 4-3/8" x 2-7/8" deep 156 mm x 111 mm x 73 mm) UL listed by Space Age Electronics Inc. 2 S4906-0001-5 11/2014 Strobe Specifications Wall Mount or Ceiling Mount, Common Specifications Rated Voltage Range Regulated 24 VDC; see Note 1 below Flash Rate 1 Hz Synchronized NAC Loading Up to 35 synchronized strobes maximum per NAC Temperature Range 32° to 122° F (0° to 50° C) Humidity Range 10% to 93%, non -condensing at 100* F (38° C) Connections Terminal blocks for 18 AWG to 12 AWG (0.82 MM2 to 3.31 mmZ); two wires per terminal for in/out wiring Housing Dimensions (with lens) 5-1/8" H x 5" W x 2-3/4" D (130 mm x 127 mm x 70 mm) Wall Mount Maximum RMS Current Rating per Strobe Setting (see Note 2 below) 15 cd 30 cd 75 cd 110 cd 60 mA 94 mA 186 mA 252 mA Reference RMS Currents 18 VDC at other voltages 24 VDC 53 mA 84 mA 165 mA 224 mA 40 mA 63 mA 124 mA 168 mA Housing Dimensions (with lens) 4-3/4" L x 2-5/16" W x 2-5/8" D (121 mm x 75 mm x 67 mm) Ceiling Mount Maximum RMS Current Rating per Strobe Setting (see Note 2 below) 15 cd 30 cd 75 cd 110 cd 75 mA 125 mA 233 mA 316 mA Reference RMS Currents 18 VDC at other voltages 24 VDC 67 mA 111 mA 207 mA 281 mA 50 mA 83 mA 155 mA 211 mA NOTES: 1. 'Regulated 24 VDC' refers to the voltage range of 16 to 33 VDC per UL Standard 1971, Signaling Devices for the Hearing Impaired. This voltage range is the absolute operating range. Operation outside of this range may cause permanent damage to the strobe. Please note that 16 VDC is the lowest operating voltage that is allowed at the last appliance on the NAC under worst case conditions. 2. The maximum RMS current listed is the device nameplate rating. Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage. (RMS is root mean square and refers to the effective value of a varying current waveform.) Installation Reference, Surface or Semi -Flush Wall Mounting Mounting is compatible with single gang, double gang, and 4" (102 mm) square boxes, 1-1/2" (38 mm) deep, by others 0 0 OF, W. IR Transparent housing and lens assembly Intensity selection plug, accessible only from rear of housing; factory setting is 15 cd Removable cover Strobe intensity tool required) viewing slot Mounting Holes: 4" square (4) Single gang (2) Double gang (3) IMPORTANT! WALL MOUNT INSTALLATION HEIGHT REFERENCE Bottom of lens is either even with, or slightly Electrical above bottom box outline of compatible boxes NFPA 72 requires 80" (2.03 m) that the entire lens minimum be not less than 80" and not greater than 96" above the finished floor 3 1YKIDRollie] IAIIiEI Ceiling Mount Strobe Installation Reference Single gang box (Wiremold V5744S) 2-1/4" (57 mm) deep, supplied by others Handy box, 1-1/2" ( 38 mm) deep RACO 650 or equal) or single gang box, 2-1/2" (64 mm) deep (RACO 519 or equal) supplied by others Also can be attached to boxes mounted to drop ceiling T-bar with clips (ERICO No. 512 or equal) 4905-9910 Adapter Plate, required for surface mount with handy box unless using the 4905-9926 wire guard nt strobe 905-9926 wire guard ling plate Strobe intensity viewing slot ntensity selection plug, accessible only from rear of lens' lousing; factory setting is 15 cd L- - - - - - - - - - - - - - - - - - - - - - - - - - - j Wall Mount Installation Reference; Adapter Plate, Guard, and Adapter Skirt X 4905-9931 Adapter Plate 45 4905-9931 Adapter Plate 4905-9961 Optional Wire Guard shown here for reference only, can be used on other mounting options) EO Surface Mounting Reference with Optional Adapter Skirt and Optional Wire Guard Surface mount conduit and box shown for reference 4" (102 mm) square box profile, 1-1/2" r---- 38 mm) deep Optional 4905-9961 Wire Guard Strobe '---- Optional Surface Mount Adapter Skirt, 1-1/2" deep: 4905-9937, Red; 4905-9940, White (conduit knockouts are provided on all four sides) TYCO, SIMPLEX, and the product names listed in this material are marks and'or registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm and Signaling Code are registered trademarks of the National Fire Protection Association (NFPA). fis i m p I Ex Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4906-0001-5 11/2014 www.simplex-fire.com C 2014 Tyco Fire Protection Products. All rights reserved All specifications and other information shown were current as of document revision date and are subject to change without notice. ftsimplex UL, ULC, CSFM Listed, FM Approved, MEA (NYC) Acceptance* TrueAlert Multi -Candela Notification Appliances Speaker/visible (S/V) notification appliances with multi -tapped speaker and multi -tapped high intensity xenon strobe with synchronized flash: Rugged, high impact, flame retardant thermoplastic housings are available for wall or ceiling mount Operation is compatible with ADA requirements (refer to important wall mount installation information on page 4) Wall mount SN features: Housings are available in red or white with clear lens with contrasting white or red "FIRE" lettering Covers are available separately to convert housing color Ceiling mount S/V features: Housing is white with clear lens Red "FIRE" lettering is printed on two sides Audible notification appliance (speaker): High quality voice and tone reproduction with taps for 4, '/z , 1, or 2 W, at 25 or 70.7 VRMS Capacitor input for connection to supervised notification appliance circuits Speakers are wired separately from strobe wiring UL listed to Standard 1480 and ULC-S541* Compliant with NFPA 72, 520 Hz Low Frequency Signal Requirements for Sleeping Areas Visible notification appliance (strobe): 24 VDC xenon strobe; intensity is selectable as 15, 30, 75, or 110 candela with visible selection jumper secured behind strobe housing Strobes are activated from NACs selected to provide Simplex strobe synchronization signals or from separate strobe Synchronization Modules that are available for Class B or Class A operation Regulated circuit design ensures consistent flash output and provides controlled inrush current UL listed to Standard 1971 and ULC-S526* Options for wall mounted S/Vs: Red or white adapters to cover surface mounted electrical boxes Red adapter for mounting to Simplex 2975-9145 boxes Red wire guard See page 2 for additional listing details and wire guard listings. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7320-0026:247 for allowable values and/or conditions concerning material presented in this document. Accepted for use — City of New York Department of Buildings — MEA35-93E. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. Visible Notification Appliances with Speaker and Multi -Candela Strobe; Non -Addressable Wall and Ceiling Mount SNs Psrrintir Multi -Candela TrueAlert SNs with speaker and synchronized strobe provide convenient installation to standard electrical boxes with extensions. The enclosure designs are both impact and vandal resistant and provide a convenient strobe intensity selection. Since each model can be selected for strobe intensity output, on -site model inventory is minimized and changes encountered during construction can be easily accommodated. Wall mount SN housings are a one-piece assembly including lens) that mounts to a 4" square electrical box with extension (see details on page 4). The cover can be quickly removed (a tool is required) and covers are available separately for color conversion. Ceiling mount S/Vs also install using 4" electrical boxes with an extension (see details on page 4). During installation, a selection plug at the back of the housing determines the desired strobe intensity. An attached flag with black letters on a highly visible yellow background allows the selected intensity to be seen at the side of the strobe lens. S4906-0003-8 5/2014 FRIMITIMIT"TIMMIM Multiple Strobes. When multiple strobes and their reflections can be seen from one location, synchronized flashes reduce the probability of photo -sensitive reactions as well as the annoyance and possible distraction of random flashing. The multi -candela strobes of these SNs are activated by NACs that provide the Simplex synchronization format. For additional information, refer to data sheet S4905-0003. Product Selection Wall Mount Multi -Candela SNs Model Housing "FIRE" Color Lettering l 4906-9151 Red White 4906-9153 White Red Listings I Description Proper selection of visible notification is dependent on occupancy, location, local codes, and proper applications of: the National Fire Alarm and Signaling Code NFPA 72), ANSI A117.1; the appropriate model building code: BOCA, ICBO, or SBCCI; and the application guidelines of the Americans with Disabilities Act (ADA). Housing Dimensions with Lens Multi -tapped Speaker with Multi -Candela 7 %" H x 5" W x 2 V D UL & ULC I Synchronized Strobe; strobe intensity (184 mm x 127 mm x 67 mm) selectable as: 15, 30, 75, or 110 candela Ceiling Mount Multi -Candela SN Model Housing I "FIRE" Listings DescriptionColorLettering 4906-9154 White Red UL 4906-9157 White Red ULC Multi -tapped Speaker with Multi -Candela Synchronized Strobe; strobe intensity selectable as: 15, 30, 75, or 110 candela Dimensions Housing = 7'/2" (191 mm) diameter, %" (13 mm) deep Strobe lens protrusion = 2 V 67 mm) above speaker housing Depth into box = 2 -1/4" (70 mm) Wall Mount S/V Adapters Model Description Dimensions 4905-9946 Surface mount red adapter skirt Required when mounting to surface 7 V H x 5 W W x 3 3/,s" D mounted electrical box, 4" square, 197 mm x 137 mm x 81 mm) 4905-9947 Surface mount white adapter skirt 1 %" deep with 1 %" deep extension depth with S/V = 5 W (149 mm) 4905-9903 Adapter Plate, red, required to mount S/V on 2975-9145 8 5/s" H x 5 ,%" W x 0.060" Thick 211 mm x 146 mm x 1.5 mm) 2975-9145 Mounting box, red, for surface or flush mount, requires adapter plate 7 W H x 5 W W x 2 W D 4905-9903 (this box may be available for retrofit applications) 200 mm x 130 mm x 70 mm) Wall Mount SIV Replacement Covers Model Description Dimensions 4905-9996 Red S/V cover with white "FIRE" lettering 7 W H x 5" W x 1 W D 4905-9997 White S/V cover with red "FIRE" lettering (184 mm x 127 mm x 35 mm) Synchronized Flash Control Modules Model Description Dimensions 4905-9914* Synchronized Flash Module, Class B Epoxy encapsulated with in/out operation 18 AWG (0.82 MM2) wire leads, 1 W W x 2 7/,s" L x 13/s" H 4905-9922* Synchronized Flash Module, Class A rated for 2 A NAC, requires 5 mA (35 mm x 62 mm x 20 mm) operation for power Wall Mount SN Wire Guard Model Description Dimensions 4905-9998 Wire guard with mounting plate, red, compatible with surface and semi -flush 8 W H x 6 5/6 " W x 3'/4" D boxes (UL listed by Space Age Electronics Inc.) (213 mm x 154 mm x 79 mm) Ceiling Mount Tile Bridge Model Description Dimensions 2905-9946 Tile Bridge See diagram on page 4 Refer to data sheet S4905-0003 for additional flash control module information 2 S4906-0003-8 5/2014 S/V Specifications Common Environmental 32' to 122° F (0° to 50° C); 10% to 93%, non -condensing at 100' F (38' C) Specifications Connections Terminal blocks for 18 AWG to 12 AWG (0.82 mm2 to 3.31 mm2); two wires per terminal for in/out wiring Speaker Specifications Input Voltage 25 or 70.7 VRMS, see Note 1 below Power Taps 2, 1, and 2 W Fire Alarm Frequency Response General Signaling 400 to 4000 Hz 125 to 12 kHz Wattage Tap 4 W W 1 W 2 W UL Listed Models, Reverberant Chamber Test, per UL 1480 76 dBA 79 dBA 82 dBA 85 dBA Speaker Output Wall Mount Models 4906-9151 and 4906-9153, Ratings @ 10 ft (3 m) Anechoic Chamber Test, per ULC-S541seeNote1below) Ceiling Mount Model 4906-9157, 25 VRMS Input per ULC-S541 70.7 VRMS Input 77 dBA 80 dBA 83 dBA 86 dBA* 81.6 dBA 84.3 dBA 87.1 dBA* 89.7 dBA* 80.9 dBA 84.1 dBA 87.3 dBA* 90.2 dBA* NOTE: Select taps as indicated to satisfy the ULC fire alarm applications requirement of 85 dBA minimum Polar Dispersion Reference (per ULC-S541 Attenuation Angle Attenuation Angle Anechoic Chamber Testing) -3 dB +/- 30° off -axis -6 dB +/- 55° off -axis Strobe Specifications Rated Voltage Range Regulated 24 VDC; 16 VDC to 33 VDC, see Note 2 below Flash Rate and Synchronized NAC Loading 1 Hz; with up to 35 synchronized strobes maximum per NAC Housing Dimensions (with lens) 7'/4" H x 5" W x 2 %" D (184 mm x 127 mm x 67 mm) Wall Mount Maximum RMS Current Rating per Strobe Setting 15 cd 30 cd 75 cd 110 cd 60 mA 94 mA 186 mA 252 mA Reference RMS Currents at 18 VDC other voltages 24 VDC 53 mA 84 mA 165 mA 224 mA 40 mA 63 mA 124 mA 168 mA Housing Dimensions Speaker housing = 7'/2' (191 mm) diameter, %z' deep (13 mm); lens protrusion above speaker housing = 2 %" (67 mm); depth into box = 2 %" (70 mm) Ceiling Mount Maximum RMS Current Rating per Strobe Setting 15 cd 30 cd 75 cd 110 cd 75 mA 125 mA 233 mA 316 mA Reference RMS Currents at 18 VDC other voltages 24 VDC 67 mA 111 mA 207 mA 281 mA 50 mA 83 mA 155 mA 211 mA NOTES: 1. Speakers are for connection to conventional fire alarm audio circuits. Anechoic speaker output ratings are typically more representative of actual installed sound output. 2. The maximum RMS strobe current listed is the device nameplate rating. Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage. (RMS is root mean square and refers to the effective value of a varying current waveform.) Speaker Directional Characteristics Reference 85 E 64 e 0 83 m 82 mp 81 j 80mJ4! 79 m 78d a` 77vc76 H 75 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 Angular Displacement (Degrees) on Horizontal Axis 21Mx -akFiz 3 S4906-0003-8 512014 Ceiling Mount SIV Installation Reference Od Tile Bridge Dimensions o V v® 0 0 0 0 4" (102 mm) square, 1-1/2" 0 (38 mm) deep box with 1-1/2" 0 O extension (by others) Wiring input terminals and speaker tap selection are accessible from rear of speaker housing 0Strobe intensity i viewing slot Intensity selection plug, accessible only from rear of lens housing; factory setting is 15 cd Wall Mount Installation Reference i Mountingto 2975-9145 Box - I , II 2975-9145 Box i iEFEI 1 I 1 1 I 1 0 1 I 1 4905-9903 ' Adapter Plate Transparent Removable cover housing and tool required) lens assembly Standard Electrical Box Mounting 4" (102 mm) square box, 1-1/2" 38 mm) deep, with a 4" square box extension, 1-1/2" deep, by others ; I I J o or o rJ r O J r ) 0 ( r J I r J o rJr------------------------- I Wiring input terminals and speaker tap selection are accessible from rear Speaker assembly Strobe assembly Intensity selection plug, accessible only from rear of housing; factory setting is 15 cd Strobe intensity viewing slot F- e 2905-9946 1/2" (13 mm) Tile Bridge 0.024" thick sheet metal, folded with 1/2" lip each side 3-3/4" (95 mm) square cut ut, centered on plate 0 0 1/4" diameter (6 mm) holes, 4 places 6-11/16" 170 mm) I.13-3/8" (340 mm). 23-11/16" 602 mm) IMPORTANT I INSTA"TION MOUNTING HEIGHT REFERENCE 2975-9145 box outline"-,,-. 4" square box outline Ct 1'-1-4" 102 mm) L _ 82" (2.1 m) 1-1/2" (38 mm) minimum NFPA 72 requires that the 78-1/2" (2 m) entire lens be not less than minimum 80" and not greater than 96" above the finished floor. Surface Mounting Reference Showing Optional Wire Guard Surface mount conduit and ^ box shown for reference 4" (102 mm) square box profile, 1-1/2" (38 mm) deep with 1-1/2" extension Optional 4905-9998- Wire Guard Surface mount adapter skirt, 3-3/16" (81 mm) deep, required for this mounting method: 4905-9946, Red; 4905-9947, White (conduit knockouts are provided on all four sides) TYCO, SIMPLEX, and the product names listed in this material are marks and'or registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm and Signaling Code are registered trademarks of the National Fire Protection Association (NFPA). 9;,,S i m p 1 Ex Tyco Fire Protection Products • Westminster, MA • 0 144 1-0001 • USA S4906-0003-8 5/2014 www.simplex-fire.com CL 2014 Tyco Fire Protection Products. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without nonce. RsimpIEx UL, ULC, CSFM Listed; FM Approved * Individually addressable manual fire alarm stations with: Power and data supplied via IDNet or MAPNET II addressable communications using a single wire pair Operation that complies with ADA requirements Visible LED indicator that flashes during communications and is on steady when the station has been activated The NO GRIP Single Action Station and Retrofit Kit are available with a more easily operated pull lever for applications where anticipated users may find the standard station lever difficult to activate Pull lever that protrudes when alarmed Break -rod supplied (use is optional) Models are available with single or double action breakglass or push) operation UL listed to Standard 38 Compatible with the following Simplex° control panels: Model Series 4007ES, 4008, 4010, 4010ES, 4100ES, 4100U, 4020, 4100, and 4120 fire alarm control panels equipped with either IDNet or MAPNET II communications Model Series 2120 Communicating Device Transponders (CDTs) equipped with MAPNET II communications Compact construction: Electronics module enclosure minimizes dust infiltration Allows mounting in standard electrical boxes Screw terminals for wiring connections Tamper resistant reset key lock (keyed same as Simplex fire alarm cabinets) Multiple mounting options: Surface or semi -flush with standard boxes or matching Simplex boxes Flush mount adapter kit Adapters are available for retrofitting to commonly available existing boxes M. The Simplex addressable manual station combines the familiar Simplex manual station housing with a compact communication module that is easily installed to satisfy demanding applications. Its integral individual addressable module (IAM) constantly monitors status and communicates changes to the connected control panel via IDNet or MAPNET II communications wiring. Refer to page 2 for specific model listings. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7150-0026:224 for allowable values and/or conditions concerning material presented in this document. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. Multi -Application Peripherals IDNet or MAPNET II Communicating Devices Addressable Manual Stations l implc SingleSingleaction NO GRIP NO GRIP Retrofit FIRE BREAK GLASS PUSKEY OPERATED • ONLY 4099-9005 4099-9006 With 2099-9828 Breakglass Push Institutional Cover kit JnPratir Activation of the 4099-9004 single action manual station requires a firm downward pull to activate the alarm switch. Completing the action breaks an internal plastic break -rod visible below the pull lever, use is optional). The use of a break -rod can be a deterrent to vandalism without interfering with the minimum pull requirements needed for easy activation. The pull lever latches into the alarm position and remains extended out of the housing to provide a visible indication. Single Action NO GRIP Station 4099-9021. For applications such as California Building Code, Title 24, which requires "Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist" the model 4099-9021 station provides a more easily operated pull lever compared to standard stations. Retrofit of existing stations is available using the 4099-9805 Retrofit kit. Double Action Stations (Breakglass) require the operator to strike the front mounted hammer to break the glass and expose the recessed pull lever. The pull lever then operates as a single action station. Double Action Stations (Push Type) require that a spring loaded interference plate (marked PUSH) be pushed back to access the pull lever of the single action station. Station reset requires the use of a key to reset the manual station lever and deactivate the alarm switch. (If the break - rod is used, it must be replaced.) Station testing is performed by physical activation of the pull lever. Electrical testing can be also performed by unlocking the station housing to activate the alarm switch. S4099-0005-1 8/2016 rrTm.. .. Addressable Manual Stations, Red Housing with White Letters and White Pull Lever Model 4099-9004 Description Single Action, English Housing FIRE ALARM Pull Lever PULL DOWN Listings UL, ULC, FM, CSFM 4099-9004CB Single Action, Bilingual English and French FEU FIRE TIREZ PULL 4099-9004CF Single Action, French ALARME FEU ABAISSEZ ULC 4099-9004PO Single Action, Portuguese FOGO ALARME PUXE 4099-9004SP Single Action, Spanish ALARMA FUEGO JALE UL, FM 4099-9005 Double Action, Breakglass operation, English FIRE ALARM PULL DOWN UL, ULC, FM, CSFM 4099-9005PO Double Action, Breakglass operation, Portuguese FOGO ALARME PUXE 4099-9005SP Double Action, Breakglass operation, Spanish ALARMA FUEGO JALE UL, FM 4099-9006 Double Action, Push operation, English FIRE ALARM PUSH PULL DOWN UL, ULC, FM, CSFM 4099-9006PO Double Action, Push operation, Portuguese FOGO ALARME EMPURRE PUXE 4099-9006SP Double Action, Push operation, Spanish ALARMA FUEGO EMPUJE JALE UL, FM 4099-9021 Single Action NO GRIP operation, English FIRE ALARM PULL DOWN UL, ULC, FM, CSFM Accessories (refer to paqes 3 and 4 for details) Model 2975-9022 Description Cast aluminum surface mount box, red Model 2099-9803 Description Replacement breakglass 2975-9178 Surface mount steel box, red 2099-9804 Replacement break -rod 2099-9813 Semi -flush trim plate for double gang switch box, red 20999828 Institutional cover kit for field installation on 4099-9004; Note: Covers LED indicator 2099- 9819 Flush mount adapter kit, black 2099-9814 Surface trim plate for Wiremold box V5744-2, red 2099- 9820 Flush mount adapter kit, beige 2099-9822 Replacement retaining clip for breakglass 4099- 9805 Retrofit Kit for field conversion of a single action station to a NO GRIP station; refer to Installation Instructions 579- 1007 for details Power and Communications IDNet or MAPNET II communications, 1 address per station Address Means DIP switch, 8 position Wire Connections Screw terminal for in/out wiring, for 18 to 14 AWG wire (0.82 mm2 to 2.08 mm2) UL Listed Temperature Range 32° to 120' F (0° to 49° C) intended for indoor operation Humidity Range Up to 93% RH at 100' F (38° F) Housing Color Red with white raised lettering Material Housing and pull lever are Lexan polycarbonate or equal Pull Lever Color White with red raised lettering Housing Dimensions 5" H x 3 %" W x 1" D (127 mm x 95 mm x 25 mm) Fire re -• R kyj F. riM.• • • 4" Square Box Mount 4" ( 102 mm) square box, 2 1/8" (54 mm) minimum depth, RACO #231 or equal (supplied by others) o Mount flush or with r 1/16" (2 mm) Single Gang Box Mount Single box, 2 1/2" deep Mr) maximum extension rl DO NOT RECESS 4" Square box 4"witcover plate gang J(64 mm), RACO #500 or equal supplied by others) r o FEFIRE . ALARM Station side view Single gang cover plate, 3/4" PULL DOWN ( 19 mm) extension, RACO #773---------- or equal ( supplied by others) Single gang box outline LED Indicator Wall surface f35implex Semi - Flush Mount Side View 2 S4099- 0005-1 8/2016 Addressable Manual Stations Surface Mounting Preferred Mounting. For surface mounting of these addressable manual stations, the preferred electrical boxes are shown in the illustration to the right. Additional Mounting Reference. Refer to page 4 for Wiremold box mounting compatibility. 2975-9178 Box 5-3/16" H x 4" W x 2-3/16" D 132 mm x 102 mm x 56 mm) ordered separately) \ Knockouts located top and bottom 5" 127 mm) 2975-9022 Cast Box 5" H x 3-7/8" W x 2-3/16" D 127 mm x 98 mm x 56 mm) ordered separately) , FIRE ®ALARM PULL DOWN n 16, Access for 3/4" threaded conduit located top and bottom IF, —Si n1PIEX I 1" (25.4 mm) 3-3/4" (95 mm) .I 4099 Series Addressable Manual (Station MR Refer to NFPA 72, the National Fire Alarm and Signaling Code, and all applicable local codes for complete Field wiring 32 mm) Simplex 2975-9178 box requirements for manual stations. The shown for reference) shown for reference) following summarizes the basic requirements. 1. Stations shall be located in the normal path of exit and distributed Address setting under in the protected area such that they resealable label (accessible are unobstructed and readily with cover open) • accessible. 2-5/8" 67 mm) 2. Mounting shall be with the operable part not less than 42 in Station cover 1.07 m) and not more than 48 in hinges open for 1.22 m) above floor level. installation access 3. At least one station shall be Svritch wiring provided on each floor. Additional prewired) stations shall be provided to obtain a travel distance not more than 200 ft (61 m) to the nearest station from any point in the building. 4. When manual station coverage appears limited in any way, additional stations should be installed. 3 S4099-0005-1 8/2016 Addressable Manual Station, Additional M unting Information For retrofit and new installations, additional compatible mounting boxes and the required adapter plates o 0 Wiremold receptacle boxO are shown in the illustration to the 2099-9814 Surface trim model V5744-2 right. for Wiremold box 5-1/8" H x 5" W supplied by others) 130 mm x 127 mm) O O Two gang switch box, eachOAO FIRE ® 3" H x 2" W x 2-3/4" D 76mmx51 mmx70mm) supplied by others) Addressable PULL DOWN ° station I IIVI I U 2099-9813 Semi -flush trim for 2 gang O EL ffswitchbox, 6" H x 4-1/2" W 152 mm x 114 mm) MI. • • Flush mount adapter kit 2099-9819, Black 2099-9820, Beige k 8„ 203 mm) 6„III PULL DOWN 152 mm) 1mm) Hole cutout must be a minimum of 6" H by 5" W 152 mm by 127 mm) 4-3/4" (121 mm) Wall surface 6-3/4" (171 mm) Front View Box must be recessed into wall 1" to 1-1/8" (25.4 mm to 29 mm) 0 0 4-11/16" (119 mm) square box, 2-1/8" 54 mm) minimum depth (by others) Side View TYCO, SIMPLEX, and the product names listed in this material are marks and'or registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm and .Signaling Code are trademarks ofthe National Fire Protection Association (NFPA). Lexan is a trademark of the General Electric Co. Wiremold is a trademark of the Wiremold Company. 9®S i m p 1 Ex Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4099-0005-1 8/2016 www.simplex-fire.com c 2016 Tyro Fire Protection Products. All rights reserved All specifications and other information .shown were current as gfdocumeni revision date and are subject to change without notice. f3®SiMPIEX UL, ULC, CSFM Listed; FM Approved" TrueAlert Multi -Candela Notification Appliances Weatherproof Notification Appliances (non -addressable) Wall Mount Visible Only (V/O) and Audible/Visible (A/V) FZIMMM Weatherproof 24 VDC notification appliances for extended temperature and extended humidity operation: NEMA 3R rated enclosure with ratings for indoor or outdoor applications Rugged, high impact, flame retardant thermoplastic housings are available in red or white with clear lens Red housings are for indoor or outdoor applications and provide UV light stable color White housings are for indoor applications with limited UV light exposure Mounting is to matching weatherproof boxes required), ordered separately Wiring terminals are accessible from the front of the housing providing easy access for installation, inspection, and testing Agency listings reference: UL listed to Standard 1638 for outdoor applications with strobe rated at 75 cd (WP75) UL listed to Standard 1971 for indoor applications with strobe intensity selectable as 15, 60, or 75 candela; indoor applications are compatible with ADA requirements (refer to important installation information on page 4) Separate models are ULC listed to Standard S526 strobes) and S525 (horns) for outdoor applications with strobe intensity selectable as 5, 20, or 30 candela available in red only) Operation details: A visible intensity selection jumper is secured behind the strobe housing Polarized input allows connection to compatible reverse polarity, supervised notification appliance circuit (NAC) Regulated circuit design ensures consistent flash output and provides controlled inrush current AN appliances have an efficient electronic horn Synchronized strobe compatibility: Simplex fire alarm control panels and NAC Extenders when selected to provide strobe synchronization or SmartSync two -wire control Separate strobe Synchronization Modules or SmartSync Control Modules (SCMs) that convert conventional NAC inputs to a Smartsync output SmartSync two -wire operation provides: Horns controlled separately from strobes on the same two -wire circuit, activated as Temporal pattern, March Time pattern (at 60 BPM), or on continuously Weatherproof AN (top) and Strobe (middle), side view of AN on Weatherproof Mounting Boxes (bottom) Weatherproof multi -candela TrueAlert appliances provide V/O and AN SmartSync operation for indoor and outdoor, extended temperature and extended humidity applications. The enclosures are impact and vandal resistant and provide a convenient strobe intensity selection. Since each model can be selected for intensity output, on -site model inventory is minimized and changes encountered during construction can be easily accommodated. rJ IlILUl a111to1F.]lI't lal;LflIl[U1 During installation, a selection plug at the back of the housing determines the desired strobe intensity. An attached flag with black letters on a yellow background allows the selected intensity to be seen at the side of the strobe lens. This product has been approved by the California State Fire Marshal (CSFM) pursuant to Section 13144.1 of the California Health and Safety Code. See CSFM Listing 7125-0026:331 for allowable values and/or conditions concerning material presented in this document. Additional listings may be applicable; contact your local Simplex product supplier for the latest status. Listings and approvals under Simplex Time Recorder Co. are the property of Tyco Fire Protection Products. S4906-0010-6 11/2014 VI Wei .. Proper selection of weatherproof notification is dependent on occupancy, location, local codes, and proper applications of: the National Fire Alarm and Signaling Code NFPA 72), ANSI A117.1; the appropriate model building code: BOCA, ICBO, or SBCCI; and the application guidelines of the Americans with Disabilities Act (ADA). Requirements may differ from indoor appliance applications, contact your local authority having jurisdiction (AHJ) to assist in determining requirements. SmartSync operation mode allows a two -wire circuit to provide the ability to activate both the horn and strobe on the same NAC and then allow the horn to be silenced while the strobe remains flashing. The horn operates as on -until -silenced" while the strobe operation is on -until -reset." Product Selection SmartSync two -wire control is available from: 4006, 4007ES Hybrid, 4008, 4010, 4010ES, 4100ES, and 4100U Fire Alarm Control Panels (refer to individual product data sheets for more information) 4009 IDNet NAC Extenders (refer to data sheet S4009-0002) SmartSync Control Module (SCM) Model 4905-9938 refer to data sheet S4905-0003) Additional SmartSync compatible notification appliances include separate horns and combination horn/strobe notification appliances. UL Listed TrueAlert Weatherproof Multi -Candela Notification Appliances FIRE" UL 1971 UL 1638 Model Type Housing Lettering Description Intensity Intensity Rating Rating 4906-9105 Red White 4906-9106 Strobe (V/O) UL listed weatherproof appliance with multi -candela 15, 60, 75 cdWhiteRed 4906-9131 strobe; requires weatherproof box below or 75 cd setting WP75) Horn/Strobe Red White White Red4906-9132 AIV) ULC Listed TrueAlert Weatherproof Multi -Candela Notification Appliances Model Type Housing " FIRE" Description ULC Intensity RatingsLettering 4906-9113 Strobe (V/O) Red White ULC listed weatherproof appliance with multi -candela 5, 20, or 30 cd 4906-9143 Hor(n j be strobe; requires weatherproof box below Wall Mount Weatherproof Boxes (Required) Model Description 49WPBB-AVVOWR Red 4905-9829 Surface Mount Weatherproof Mounting boxes Aftermarket Red Bilingual (French/English) Covers (for field installation) Model Description 4905-9832 Red strobe (V/O) cover White "FEU/FIRE" lettering 4905-9833 Red horn/strobe (A/V) cover Dimensions 5'/z'Hx6WWx1 WD 140 mm x 156 mm x 41 mm) Synchronization Module Reference (refer to data sheet S4905-0003 for additional information) Model Description Dimensions 4905-9914 Class B Synchronized Flash Module; epoxy encapsulated with , „ , a „ in/out 18 AWG (0.82 mm wire leads, rated for 2 A NAC, 1 x 2 /fi x /s 4905-9922 Class A requires 10 mA for power ( 35 mm x 62 mm x 20 mm) 4905-99 — SmartSync Control Module with Class B or Class A output; mounts in 4" x 4 Y." x 1 W D 4" (102 mm) square box (102 mm x 105 mm x 32 mm) 2 S4906-0010-6 11 /2014 Specifications Rated Voltage Range Regulated 24 VDC; see Note 1 below Flash Rate 1 Hz; up to 24 synchronized strobes maximum per NAC UL 1971 Listed Rating 32° to 122° F (0° to 50° C); selectable 15/30/75 cd Temperature Range UL 1638 Listed Rating 31 °F to 150°F (-35° C to WC); 75 cd rating ULC S526 & S525 Listed Rating 40oF to 150°F (-40° C to WC); 5/20/30 cd rating Humidity UL 1971 Listed Rating Range UL 1638, ULC S526, & ULC S525 10% to 93%, at 100' F (38° C) up to 98%, at 104 °F (40° C) Wiring Connections Terminal blocks for 18 AWG to 12 AWG (0.82 mm2 to 3.31 mm2); two wires per terminal for in/out wiring Horn Output; Models 4906-9131, 4906-9132, & 4906-9143; UL & ULC Ratings as noted Output Sound Characteristics 2400 to 3700 Hz sweep, modulated at 120 Hz rate Horn Output Voltage Ratings Sound Type (see Note 2) @ 10 ft (3 m) UL 464 Reverberant Chamber 16 VDC 24 VDC 33 VDC Steady Coded Steady Coded Steady Coded 80 dBA 76 dBA 83 dBA 79 dBA 86 dBA 81 dBA see Note 2) ULC S525 Anechoic Chamber 96 dBA 96 dBA 99 dBA 99 dBA 101 dBA 101 dBA Maximum RMS Current Ratings (see Note 3 below) Model Intensity Selection/Temperature UL 1971 Ratings (32° F to 122' F) UL 1638 Ratings 75 cd (WP75) 15 cd 60 cd 75 cd 32' F to 150°F 0° C to 66°C 31° F to below 32°F 35° C to 0° C V/O Models 4906-9105 & 4906-9106 77 mA 192 mA 231 mA 189 mA 273 mA A/V Models 4906-9131 & 4906-9132 91 mA 204 mA 249 mA 205 mA 277 mA Model ULC S526/S525 Ratings per Intensity Selection 5 cd 20 cd 30 cd V/O Model 4906-9113 115 mA 270 mA 295 mA AN Model 4906-9143 125 mA 275 mA 322 mA NOTES: 1. "Regulated 24 VDC' refers to the voltage range of 16 to 33 VDC per UL 1971 and UL 1638. This voltage range is the absolute operating range. Operation outside of this range may cause permanent damage to the strobe. Please note that 16 VDC is the lowest operating voltage that is allowed at the last appliance on the NAC under worst case conditions. 2. Coded values are typical of the output measured with a Temporal coded or a March Time coded pulse and with a sound level meter reading on a "fast" setting. Under the same test conditions, coded horn output "peak' sound level readings are typically 4 dBA higher. Anechoic horn output ratings are typically more representative of actual installed sound output 3. Currents of A/Vs are with horn on steady. The maximum RMS current listed is the device nameplate rating. Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage. (RMS is root mean square and refers to the effective value of a varying current waveform.) Dimension and Optional Cover Reference 4-11/32" (110 mm) 1-21/32" total depth (42 mm) 7T 5-17/32" 140 mm) total height 4-1/2" 114 mm) Optional Bilingual Covers (field installed) mm.. M/OG3 4905-9832 Strobe Cover (red) 4905-9833 A/V Cover (red) S4906-0010-6 11/2014 Weatherproof Appliance Installation Reference NOTE: For detailed installation information, refer to Installation Instructions 579-857 for UL listed products, and Installation Instructions 579-885 for ULC listed products. Perimeter gasket, pre -installed Cover to mounting box mounting screws (3) Housing (AN s Housing to mounting box screws (2) Standard cover AN shown) Three (3) cover attachment tabs located bottom, left and right side Internal cover gasket is pre -installed IMPORTANT! INDOOR WALL MOUNT INSTALLATION HEIGHT REFERENCE 81" (2.06 m) NFPA 72 requireLat the minimum to entire lens be not less than 80" mounting tabs and not greater than 96" above the finished, Knockouts top, bottom, sides, and back; 5 total Horizontal Disoersion Vertical Disoersion top -9 d6 top 6 d6 left side -6 dB right side L-3 B @75° 6 dB B @60° 3 dB @85° 3 dB on -axis @65° on -axis (Do) @75° \(0°) rated rated output f output minimal AIV Sound Dispersion per ULC S525 loss anechoic testing performed at 3 m (10 ft) 1 d6 bottom Weatherproof mounting box (required): 49WPBB-AVVOWR, Red; 4905-9829, White Strobe intensity viewing slot Intensity selection plug, accessible only from rear of housing: UL Listed Models: Models 4906-9105, 4906-9106, 4906-9131, and 4906-9132 ; factory setting is WP75, the UL 1638, 75 cd rating ULC Listed Models: Models 4906-9113, 4906-9143 ; factory setting is 30 cd Polar Light Dispersion Reference, Each Intensity Selection; Percent of Rated Light Output at 77° F (25° C) Vertical Dispersion Horizontal Dispersion Below Angle Axis UL 1971 Minimum Typical Output Anome Axis UL 1971 Minimum Typical Output 0 100 % 322 % 0 100 % 320 % 5 90% 217% 5 90% 214% 10 90% 168 % 10 90% 177 % 15 90% 179 % 15 90% 175 % 20 90% 210% 20 90% 174% 25 90% 184% 25 90% 170% 30 90% 149% 30 75% 169% 35 65 % 172 % 35 75% 157 % 40 46 % 189 % 40 75% 151 % 45 34% 203% 45 75% 138% 50 27% 152% 50 55% 130% 55 22% 166% 55 45% 121% 60 18% 166% 60 40% 1 117% 65 16 % 164 % 65 35 % 109 % 70 15 % 163 % 70 35 % 105 75 13 % 159 % 75 30% 98% 80 12% 138 % 80 30% 90% 85 12% 113 % 85 25% 78% 90 12% 88% 90 25% 67% WP75 Intensity Selection Light Output Reference On- Vertical, Horizontal, Angle Axis Below Axis Left/Right of Axis 0° 45° 90° 45° 90° UL 1638 Minimum Candela Rating (over 75 35 10 32 15 temperature range) Typical Candela 215 103 24 94 39 at 77° F (25C) TYCO, SIMPLEX, and the product names listed in this material are marks and or registered marks. Unauthorized use is strictly prohibited. NFPA 72 and National Fire Alarm and Signaling Code are registered trademarks of the National Fire Protection Association (NFPA). G® S i m p I Ex Tyco Fire Protection Products • Westminster, MA • 01441-0001 • USA S4906-0010-6 11 /2014 www. simplex-fire.com 0 2014 Tyco Fire Protection Products. All rights reserved All specifications and other information shown were current as of document revision date and are subject to change without notice. Weatherproof appliances Description Designed for life safety, performance and reliability, Eaton's Wheelock cost-effective weatherpoof notification appliances include: Weatherproof Appliances Series Strobes RSSWP Horn strobes ASWP Horn AH-24WP AH-12WP Multitone horn strobes MTWP Multitone horns MT Speaker strobes ET70WP Speakers ET-1010 All strobe models are UL dual listed —meeting both UL1638 and UL1971 requirements. As dual listed appliances, these weatherproof strobes, horn strobes and speaker strobes are listed for outdoor applications under UL 1638 as well as under UL 1971, the Standard for Safety Signaling Devices for Hearing Impaired. With an extended temperature range of —31 °F to 150°F (-35°C to 66°C), Wheelock weatherproof appliances meet or exceed UL outdoor test requirements for rain, humidity and corrosion resistance while providing multiple strobe intensity options, including the highest strobe ratings available for area coverage per NFPA 72 strobe spacing tables (up to 185 candela for wall mounting and 177 candela for ceiling mounting). FM,TON Powering Business Worldwide To enable weatherproof mounting, Eaton provides the industry's widest choice of mounting options for surface or unique semi -flush installation. Models are available for surface mounting to Wheelock weatherproof backboxes on walls or ceilings. The optional WP-KIT allows the weatherproof backboxes (106, WPBB or WPSBB) to be mounted to a recessed electrical box for concealed conduit installation. For semi -flush installation, the WPA* and WFPA* kits allow a customer to mount the weatherproof appliances to a recessed electrical box without the need for an external weatherproof backbox. See Table 10 on page three of this document for a summarization of these mounting options and the required accessories. All models may be synchronized using the Wheelock DSM Sync Modules, Wheelock Power Supplies or other manufacturers panels incorporating the Wheelock Patented Sync Protocol. The horn output of horn strobes can be independently controlled on 2-wire circuits using the Wheelock patented sync protocol. MTWP horn strobe models are 4-wire appliances; the strobes can be synchronized while the audible can be connected to a coded fire alarm system or can be set to produce any of eight selectable tones. Technical Data TD450041 EN Effective September 2017 Features & benefits Weatherproof with extended temperature range of —40°F to 150°F (-40°C to 66°C)* Dual Listed strobe models (UL 1638 and UL 1971) Industry's highest strobe candela options Synchronize using the Wheelock Sync Modules or panels with built-in Wheelock Patented Sync Protocol Models with field selectable tone, dBA and candela settings Wall or ceiling mounting options Surface of semi -flush mounting IN/OUT wiring termination accepting two #12-18 AWG wires at each terminal Note: All CAUTIONS and WARNINGS are identified by the symbol A. All warnings are printed in bold capital letters. A WARNING PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Approvals & compliances Approvals include: UL Standards 1971, 1638, 464 and 1480; California State Fire Marshal (CSFM); New York City (MEA); Factory Mutual (FM); Chicago (BFP) and ULC (see agency approvals by model number on pages 4 and 5 of this document) The series RSSWP ASWP AH-24WP MTWP-2475W, and MT-12/24 have UL/ULC approval down to —40°F. The ET-1010 and ET70WP have UL approval down to —40°F. The AH-12WP has UL approval down to -31 °F Compliance with the following requirements: NFPA; UFC; ANSI 117.1; OSHA Part 29, 1910,165; AD General notes Strobes are designed to flash at 1 flash per second minimum over their UL Listed Regulated Voltage Range. All candela ratings represent minimum effective Strobe intensity based on UL Standards 1971 and 1638 as indicated in candela ratings table. Models are available in red or white. Contact Customer Service for order code and delivery. Drawings f 4.80 0.602 o FIRE o 4.80 o FIRE o Figure 1. RSSWP front and side views Wheelock AH, AS, MT, RSS, ET70- Imo— 4.80 2.55 —I 4.80 Figure 2. ASWP front and side views muNl n.5.126 0.65 Figure 3. MTWP front and side views Imo- 5.120 5.368 No oegg g e '*`°8 5.120 R r E o `° o 0 Figure 4. ET70WP front and side views Figure 5. MT front and side views 2 EATON www.eaton.com Wheelock AH, AS, MT, RSS, ET70 4.29 4.09 I 0 0 4.29 0 o 1 1,92 Figure 6. ET-1010 front and side views Table 1. Maximum UL current for AH models UL Max Current for AH 24 VDC 12 VDC High (99) dBA 0.080 0.192 Med (95) dBA 0.043 0.108 Technical Data TD450041 EN Effective September 2017 Table 2. dBA ratings for ET-1010 and ET70WP models UL Reverberant dBA @ 10 ft. Watts Model 1/8 1/4 1/2 1 2 4 8 ET-1010 77 80 83 86 87 92 94 Low (90)dBA 0.021 0.058 ET70WP 78 81 84 87 90 93 95 Table 3. Maximum UL current (audible) MTWP/MT MT 24VOC 12VDC dBA HI STD HI STD Horn 0.108 0.044 0.177 0.034 Bell 0.053 0.024 0.095 0.020 March Time 0.104 0.038 0.142 0.034 Code 3 Horn 0.091 0.035 0.142 0.034 Code 3 Tone 0.075 0.035 0.105 0.021 Slow Whoop 0.098 0.037 0.142 0.035 Siren 0.104 0.036 0.152 0.030 Hi/Lo 0.057 0.025 0.114 0.025 Table 4. Candela ratings RSS, ET70WP and MTWP ASWP UL Max Current Series UL 1971 UL 1638 @ 77°F UL 1638 @ -40°F strobe only) High Mod Low 2475W 300 180 115 0.138 0.168 0.155 0.150 2475C 15 180 115 0.138 0.168 0.155 0.150 135 135 56 0.300 0.355 0.340 0.335 IM -i 185 185 77 0.420 0.480 0.465 0.460 115 115 47 0.300 0.355 0.340 0.335 IUU H 177 177 73 0.420 0.480 0.465 0.460 24185 185 185 77 0.420 24177 177 177 73 0.420 O Wall mount rating only EATON www.eaton.com 3 Technical Data TD450041 EN Wheelock AH, AS, MT, RSS, ET70• Effective September 2017 Wall mount models Table 5. Specification and ordering information Agency Approvals Model Number Finish Order Code UL MEA CSFM FM BFP Strobe RSSWP-2475W-FR Red 9013 X X X X RSSWP-2475W-FW White 3034 X X X X RSSWP-24MCWH-FR Red 5161 X X RSSWP-24MCWH-FW White 5165 X X Audible strobe ASWP-2475W-FR Red 9012 X X X X X ASWP-24MCWH-FR Red 5137 X X ASWP-24MCWH-FW White 5140 X X Multitone strobe MTWP-2475W-FR Red 8420 X X X X MTWP-2475W-FW White 3112 X X X X MTWP-24MCWH-FR Red 5132 X X MTWP-24MCWH-FW White 5134 X X Speaker strobe ET70WP-2475W-FR Red 9077 X X X ET70WP-2475W-FW White 3179 X X X ET70WP-24185W-FR Red 4885 X X X ET70WP-24185W-FW White 4891 X X X Ceiling mount models Table 6. Specification and ordering information Agency Approvals Model Number Finish Order Code UL MEA CSFM FM BFP Strobe RSSWP-2475C-FR Red 4338 X X X X RSSWP-2575C-FW White 4446 X X X X RSSWP-24MCCH-FR F I R E Red 5167 X X RSSWP-24MCCH-FW 14111wWhite 5187 X X Audible strobe ASWP-2475C-FR Awil Red 4251 X X X X X ASWP-2475C-FW RIRE White 4502 X X X X X ASWP-24MCCH-FR Red 5149 X X ASWP-24MCCH-FW +GeV,, White 5157 X X Multitone strobe MTWP-2474C-FR Red 4457 X X X X MTWP-2475C-FW 1 White 4458 X X X X MTWP-24MCCH-FR f F I R E Red 5102 X X MTWP-24MCCH-FW White 5122 X X Speaker strobe ET70WP-2475C-FR Red 4452 X X X ET70WP-2475C-FW White 4454 X X X ET70WP-24177C-FR e Red 4845 X X X ET70WP-24177C-FW White 4859 X X X 4 EATON www.eaton.com Wheelock AH, AS, MT, RSS, ET70 Technical Data TD450041 EN Effective September 2017 Wall or ceiling mount models Table 7. Specification and ordering information Agency Approvals Model Number Finish Order Code UL MEA CSFM FM BFP Audible AH-24WP-R Red 7416 X X X X X AH-12WP-R Red 7415 X X X X X Horn MT-12/24-R Red 5023 X X X X X Speaker ET-1010-19 Red 3135 X X X X X ET-1010-W White 3137 X X X X X Mounting accessories Table 8. Ordering information Model Number Finish Order Code Model Number Finish Order Code Backboxes Gasket kit 10B-R O Red 5046 WP-KIT N/A 4486 JOB -WO White 5047 Flush plates WFPA-R ` Red 4698 WFPA-W i White 4701 WPSBB-R O Red 9751 WPSBB-WO White 3033 WFP-R Red 4696 WFP-W White 4697it 13 WPBB-R O Red 9014 WPBB-WO White 4692 Table 9. Mounting options WBB-R Red 2959 WBB-W Red 2959 Surface Mount Flush Mount Exposed Mounting Options Conduit Concealed Conduit RSSWP Strobes WPSBB WPSBB +WP-KIT WFP ET70WP Speaker Strobes 10B IOB + WP-KIT WFP ASWP Horn Strobes WPBB WPBB +WP-KIT WFPA O 10B, WPSBB and WPBB models include weep holes and plug in the event that moisture may have AHWP Horns WBB — WFP entered the appliance. ET-1010 Speakers WBB — WFP MTWP Multitone Strobes 10B 10B+WP-KIT WFP Multitone 106 JOB +WP-KIT WFP Note: Refer to Data SheetTD450028EN for mouting options EATON www.eaton.com 5 Technical Data TD450112EN Wheelock AH, AS, MT, RSS, ET70. Effective September 2017 Architects and engineers specifications General Weatherproof notification appliances shall be UL listed for outdoor use. Weatherproof Strobe appliances shall be listed under UL Standard 1638 (Standard for Visual Signaling Appliances) for Indoor/Outdoor use and UL Standard 1971 (Standard for Safety Signaling Devices for Hearing Impaired). The appliances shall be available for optional wall mounting or ceiling mounting to weatherproof backboxes using either exposed conduit, concealed conduit, or semi -flush mounting to a recessed electrical box in walls or ceilings using Wheelock mounting accessories. Weatherproof Strobes Weatherproof Strobe appliances shall produce a minimum flash rate of 60 flashes per minute over the UL Regulated Voltage Range of 16 to 33 VDC and shall incorporate a Xenon flashtube. The weatherproof strobes shall be available with UL 1971 candela ratings up to 185 cd for wall mounting and 177 cd for ceiling mounting. UL 1638 candela ratings up to 180 cd at 770F shall be available. The strobes shall operate over an extended temperature range of —40°F to 150°F (-40°C to 66°C) and be listed for maximum humidity of 95% RH. Strobe inputs shall be polarized for compatibility with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP). Weatherproof Audibles and Audible/Strobe Combinations Weatherproof horns and multitone audibles shall be listed for Indoor/Outdoor use under UL Standard 464. The horns shall be able to produce a continuous output or a temporal code-3 output that can be synchronized. The horns shall have at least 3 sound level settings. Horn/Strobe combinations shall be able to be synchronized on a single NAC. Multitone audibles shall be able to produce 8 distinct tones selectable by dip switch and shall have at least 2 sound level settings. Multitone Audible/Strobe combinations shall have independent inputs for the audible and strobe. The strobes shall be able to be synchronized. The audibles shall be able to be coded when operated on a separate NAC. Weatherproof Speakers and Speaker/Strobes Weatherproof speakers and speaker/strobes shall be listed for Indoor/Outdoor use under UL Standard 1480. All speakers shall provide field selectable taps for 1/8W to 8W operation for either 25 VRMS or 70 VRMS audio systems and shall incorporate a sealed back construction for extra protection and improved audibility. Speakers without strobes shall be Wheelock Series ET-1010. They shall be listed to produce up to 94 dBA and shall incorporate a vandal resistant grille design. Speaker with strobes shall be Wheelock Series ET70WP. They shall be available for surface or semi -flush mounting to walls or ceilings and shall be listed to produce up to 93 dBA. Synchronization Modules When synchronization of strobes or temporal code-3 audibles is required, the appliances shall be compatible with the Wheelock Series DSM Sync Modules, Wheelock Power Supplies or other manufacturers panels with built-in Wheelock Patented Sync Protocol. The strobes and audibles shall not drift out of synchronization at any time during operation. Series ASWP audibles and strobes shall be able to be synchronized on a 2-wire circuit with the ability to silence the audible if required. The strobes on Series MT multitone audible/strobe appliances shall be able to be synchronized and shall be able to be operated on a separate circuit from the audibles while the audible circuit is connected to a coded or continuous NAC. Weatherproof Mounting Accessories Weatherproof mounting options shall include surface mounting or semi -flush mounting to walls or ceilings. Surface mounted appliances shall mount to Wheelock 1013, WBB, WPBB or WPSBB weatherproof backboxes using either exposed conduit or concealed conduit. For concealed conduit the weatherproof backbox shall be mounted to a recessed electrical box with Wheelock's WP-KIT to provide a weatherproof seal for the electrical box. Semi -flush mounted appliances shall mount to a recessed electrical box using Wheelock WFP or WFPA flush plates to provide a weatherproof seal between the electrical box and the appliance. WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3-YEAR WARRANTY Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com Eaton Life safety & mass notification solutions 273 Branchport Ave. Long Branch, NJ 07740 EatoTi.com/massnotification 2017 Eaton All Rights Reserved Eaton is a registered trademark. Printed in USA Publication No. TD450112EN All other trademarks are property Powering Business Worldwide September 2017 of their respective owners. B) Single -Gang, Flush (BO) Used with Series MIZ, RSS See Notes 1 & 8 Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 4 4 4 4 D) 4" Square, Flush (BO) See Note 2 Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 4 4 4 4 E)4" Square, Deep, Flush (BO) Used with Series 31T, 43T, AMT, ET-1010, HS4, HS, MB, MT, MT4, RSS, RSSP See Note 3 Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 8 8 8 8 F)Double-Gang,Flush (BO) See Note 4 o Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 1-11/2" Deep 2-1/8" Deep FM,TON Powering Business Worldwide 4 4 4 4 G) Double -Gang, Surface (HO) Used with Series RSS See Note 5 Length Width Depth Gang # 4-3/4" 4-3/4" 1-3/4" 2 Maximum Number of Conductors AWG. AWG. AWG. 18 #16 #14 AWG. 12 4 4 4 4 H) NATP (Order Codes: Red 8440, White 8441) Used with Series RSS 5.25" 5.25" Thickness: 13/64" i 1) WPBB (Order Code: 9014) For surface mounting AS outdoor products Used with Series 1-11/16Lol O ASWP Weatherproof 5- 21 /32" TOP 0 o e e o Maximum Number of Conductors O AWG. AWG. AWG. AWG. 18 916 #14 #12 2-19/32" o o e o 8 8 8 8 1- 4 5-3/16" 11 Mounting Accessories W BB Backbox (Order Codes: Red 2830, Gray 2349) Standard steel backbox with knockouts for interior surface mounting, concealed conduit mounting or semi -flush applications. It is painted to match the signal. 5 Used with Series 31T, 43T, AH, 3-3/8" MB, MT4, RSS See Note 9 #8-32Tap 0 °0 3-3/8" Holes (2) ooo- - 4„ 0.0Jlo8 -_ Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 4 4 4 4 Provided with knockouts for on1/2" & 3/4" conduit K) WBB Weather Resistant Backbox (Order Codes: Red 2959, White 2411) Sturdy die-cast housing, threaded conduit hole and knockout for outdoor applications. It is painted to match the signal. Used with Series 31T, 43T, 4 5" AHWP, ET-1010, MB, MT4 Tapped 3-3/8" See Note 2 for 1/2" 10 1/4" Dia. conduit Holes (2) 4-1/8" Sq. 2-1/16" 3-3/8" Maximum Number of Conductors 2" 1/2" Knockout AWG. AWG. AWG. AWG. 18 #16 #14 #12 4 4 4 4 W ISP2 Surface Adapter (Order Code: Red 3194, White 3195) Used with Series AMT, CH70, 4 5-1/4" Sq. E70, ET70, HS4, HS, MT 4-5/32" Sq. 0000 3-45/64" 29/32" o000 I 1-3/16 M) IOB Backbox (Order Codes: Red 5046, White 5047) For surface mounting MT products Knockouts for 1/2" conduit top, bottom Used with Series AMT, ET70WP, HS4, HS, MT, MTWP 2-5/8" See Note10 5-21/32" 5-1 / Maximum Number of Conductors O 0 O AWG. AWG. AWG. AWG. o O o 18 #16 #14 #12 2-5/8" O 0 8 8 8 8 0 ` N) DBB Backbox (Order Code: 2955) Standard steel backbox provided with knockouts for interior surface mounting, concealed conduit mounting or semi -flush applications. It is painted to match the signal. 4" Sq. Used with Series 31T, 43T, 3/8" 3ffl AMT, ET-1010, HS4, HS, MB, MT, MT4, RSS 8-32Tap8" Holes (2) 2-3/16" Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 8 8 8 8 0) RP-R Retrofit Plate (Order Code: 5042) Used with Series 31T, 43T, AMT, CH70, E70, ET70, ET-1010, ET-1080, HS4, HIS, MB, MT, MT4, RSS Provided with knockouts for 1/2" & 3/4" EOO conduit 5-7/8" 3-3/8" Sq. IT I 3-13/16" Sq. 8" 1 13/32" L P) SBB Backbox (Order Codes: Red 3204, White 3193) For surface mounting speakers, chimes, and electronic applications Used with Series 43T,AMT, 5-9/16" - 1 CH70, E70, ET70, ET-1080, HS4, HS, MB, MT, RSS o0 0 0 See Note 11 5-1/2" o 0 0 3-3/8" Sq. 0 o op 3-9/16 Maximum Number of Conductors AWG. AWG. AWG. AWG. 3/4" Knockouts 18 #16 #14 #12 (each side) 8 8 8 8 1/2" Knockouts each side) D) 4" Square Deep w/ Extension Ring, Flush (BO) Used with Series CH70, CH90, E70, ET70, E90, ET90, ET-1080 G See Note 6 2-1/8" Deep G GC) G C) Exterior Ring Depth 1-1/2" 2-1/8" o a GAWG. #18 8 8 1-1/2" Deep AWG. #16 8 8 C) AWG. #14 8 8 G AWG. #12 4 8 R) SFP Semi -Flush Plate (Order Codes: Red 2957, White 2958) Stamped aluminum surface wall plate which mounts behind the basic unit and serves to cover recessed backboxes in semi -flush mounting applications. It is painted to match the signal. Used with Series 31T, 43T, AMT, CH70, E70, ET70, ET 1010, ET-1080, HS4, HS, MB, MT, MT4, RSS 6" Sq. 0 5/16" 3-3/8" Sq. a 8-32Tap Holes (2) 6 0 S) AP Adapter Plate (Order Code: 2961) Stamped aluminum adapter plate designed for applications where semi -flush installations cannot be used. The plate can be mounted to standard octagon or round backboxes single or double gang boxes or plaster rings. The backbox and basic unit are then fastened to the plate. This type mounting is referred to as a concealed conduit installation. It is painted to match the signal. Used with Series 43T, MB 4 6" Sq. 5/16" 3-3/8" Sq. N o* I 8-32Tap O O Holes(4) O c O 0 4 T) WPSBB-R (Order Codes: Red 9751, White 3033) Used with Series RSSWP 1-11/16" Weatherproof 5-21 /32" a Maximum Number of Conductors O * AWG. AWG. AWG. AWG. 2-19/32" o 0 0® c 18 #16 #14 #12 8 8 8 8 5-3/16" U) 5" Square Backbox w/ Extension Ring, Flush (BO) Used with Series CH70, CH90, /5" E70, ET70, E90, ET90, ET 1080 II 1 5" 2-7/8 ' 5,. o `' G5„ Mounting Accessories V) SSB-4 Ceiling Support Bridge (Order Code: 3380) Provisions for (4) J-nuts #8-32 ib 3-3/8" square. Material: Steel Used with Series CH70, CH90, E70, ET70, E90, ET90, ET 1080 u 23-3/4" W) 4-11/16" Square, Deep Surface (00) Used with Series DSM See Note 7 Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 10 10 10 10 6-1/2" X) SHBB Square, Surface Backbox (Order Codes: Red 7254, White 7255) Used with Series 43T, MB, r RSS 1-9/16 lt/16" 1/2" 5" Sq. 3-3/8" Sq. o 0 0 a 0 o r Y) SER-R Square Semi -Flush Extension Ring (Order Codes: Red 3045, White 3849) Used with Series CH70, E70, ET70 l 1-9/16" J L Mounting Accessories Z) SBL-2 Backbox (Order Codes: Red 6988, White 6989) Used with Series RSSP -0— 6.7/64" 11/16" 3-3/8" L4 W 0 0 a U o 3-3/8" 0 o0 10-15/16" o r 1-11/16" AA) E50SB-R (Order Codes: Red 0230, White 0231) Used with Series E50 t— 5.03" Sq. @)p TOP O 0 OO O BB) E50SSS-R (Order Codes: Red 0232, White 0233) Used with Series E50 5.03" j@o(p) TOP 0 0 6.7 0 caws 0 0 CC) SSB-8 8" Ceiling Support Bridge (Order Code: 3573) Used with Series S 8" Ceiling Speakers 23.750 TYP — I+ .. 10.000 — I I i.P56 4 I A• 0 TY 70. 40 T-95b OC ia. 03 i V B.SU{3 pYm TwGb DO) CBB-8 8" Ceiling Speaker Backbox (Order Code: 3314) Used with Series S8" Ceiling Speakers 12-5/16" 14 9-3/4" 10 4-1 /16" 11-5/8" EE) E60 Extension Ring (Order Code: Red 3758, White 3757) 1.— Ref A. r- 7.825" Ref 07825 13" 0.044" Ref Imo— 7.325 + 13"D/S II_l 0.2"T • 0.953„ FF) ZBB (Order Codes: Red 6036, White 6045) 1.801, d' o GG) WFP Plate (Order Codes: Red 4696, White 4697) 3 Mounting Accessories JJ) ESBC Backbox (Order Codes: Red 2751, White 27521 For indoor surface mounting of Exceder products Used with Exceder STC, HSC, HNC 2.0'; 6.875" o c o O Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 4 4 4 4 06.816 HH) WFPA Plate (Order Codes: Red 4696, White 4697) (KK) ESB-KIT (Order Codes: Red 0533, White 0534) Trim Plate Kit for Exceder LED t 5-7/8" Sq. 5/8" Used with Exceder LST, LHS, LHN 0.32" 4.59" 0 0 0 0 7CD1 5.25" O o O 0 1 Note: For the 4" square backbox, installer must provide a standard metal 4" square one gang For ring to the single gang trim plate. II) ESB Backbox (Order Codes: Red 2749, White 2750) (LL) LSBB Backbox (Order Codes: Red 2402, White 2403) For indoor surface mounting of Exceder products Used with Exceder ST, HS, HN Used with Exceder LST, LHS, 2-1jI %18-'i LHN 2.76" 0 0 0 0 5-3/8" t. o rms FFO O O 4.53" Maximum Number of Conductors o o Maximum Number of Conductors AWG. AWG. AWG. AWG. AWG. AWG. AWG. AWG. O J18 #16 #14 #12 #18 #16 #14 #12 n n n n n n n n Mounting Accessories MM) OSB Used with ET1080 3.38 3.38 IN ft90, IG 11al 1 % J ngTab RequiredJJJrrr (4) Required Mounting Strap Refer to specification sheet S7000 for mounting option details. 00) LSPKBB-C Backbox (Order Codes: Red 0927, White 1003) Used with Exceder LED Ceiling LSTC, LHSC, LHNC, LSPKC,LSPSTC 6.25 M O O r Oa O O 0642 Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 14 12 4 4 4 4 1. Figure B is typical of a Steel City LXM-WOW box or equal. Figure B should be a 3.5" deep backbox for conduit installations and is typical of a Steel City CY-1/2 box or equal. 2. Figure D is typical of a Steel City 52151 box or equal. 3. Figure E is typical of a Steel City 52171 box or equal. 4. Figure F is typical of two Steel City LXM-WOW boxes or equal. 5. Figure G is typical of a Wiremold 5748-2 box or equal. 6. Figure Q is typical of a Steel City 52171 box with a Steel City 53151 extension ring or equal. NN) LSPKBB Backbox (Order Codes: Red 0756, White 0757) For indoor surface mounting of Exceder LED Speaker products Used with Exceder LSPK, LSPST 2.08" 6.23" Maximum Number of Conductors AWG. AWG. AWG. AWG. 18 #16 #14 #12 4 4 4 4 PP) LFTPTrim Plate Kit (Order Codes: Red 1112, White 2113) Included with Exceder LED Low Frequency Sounders LFHNK, LFHSK) 38 E 7. Figure W is typical of a Steel City 72171-1 box or equal. 8. Use 3.5" deep backbox on all MIZ products when EMT conduit is used. 9. When used with AC Horn (J), "BB" must be used for surface mount. 10. HS4, HS, MT or MTWP Strobe are for outdoor mounting. 11. Use with Series RSSP. 12, Figure U is typical of a RANDL Industries backbox. ("Total Number of conductors shall be in accordance with NEC table 314.16 (B)"). Mounting Matrix Mounting Accessories zXJ N Uv N S = H J rya U z J Y V y = F= CL F 3 S X J J JFN - m U QO N N W W Wa p y w O O ~ a J J Jj f N m O O f y 6 m m `m m `mLj W CL 0 m O Lu p OS F. y_ m m m m hd Opt ((a N N ro S F F m n t0 ~ N 2 L N.: CO 7e x x x xN W M O: M W 0 U W W W W rL S N Q cc in W W W W W J w w w w w w w w w w w w w w a w w wa3 w w w w w w CI w m m w CI '0 e w w d IDw w w O w 2X m O w w O wZ N a N Q W fA m A of rn X A) Universal Mounting Plate B) 1-GANG x 2" Deep- Flush (BO) Note 1& 8 X X D) 4" x 4" x 1.5" Deep- Flush (BO) Note 2 X X X X X E) 4" x 4" x 2.125 Deep- Flush (BO) Note 3 X X X X X X X X X X F) 2-Gang x 3.5" Deep- Flush (BO) Note 4& 8 X X X X G) 2-Gang x 1.75" Deep- Surface (BO) Note 5 X H) NATPTrim Plate X I) WPBB-R Weatherproof Backbox for ASWP 2 J) BB Surface (WSII Note 9 X X X X K) WBB Weatherproof (WSI) X X X X 3 L) ISP Adapter (WSI) for Square Products X X X X X M) 10B Surface &Weatherproof (WSI) Note 10 X X X X 4 N) DBB Surface (WSI) X X X X X X X X 0) RP-R Retrofit Plate X X X X X X X X X P) SBB Surface (WSI) Note 11 X X X X X X X X X X 0) 4" x 4" x 2.125" Box w/ 1.5" Extension Ring- X X X X X XFlush (BO) Note 6 R) SPT Semi -Flush Plate (WSI) X X X X X X X X X X S) AP Adapter Plate (WSI) X X X X T) WPSBB-R Weatherproof Backbox for RSSWP 1 U) 5" Square Backbox w/ Extension Ring, Flush X X X X VI SSB-4 Ceiling (WSI) Support Bridge X X X X X W) 4.6875" x 4.6785" x 2.125" Deep Surface X W SHBB (WSI) Shallow Surface X X X Y) SER Semi -Flush Extension Ring (Retrofit X X X Z) SBL-2 Surface (WSI) Note 11 X X X X X X X AA) E50SB Backbox for E50 Speaker X BB) E50SSB Backbox for E50 Speaker Strobe X CC) SSB-8 8" Speaker SupportTile Bridge X DID) CBB-8 8" Ceiling Speaker Backbox X EE) E60 Extension Ring X FF) ZBB II) ESB Backbox X JJ) ESBC Backbox X ILL) LSBB Backbox X NN) LSPKBB Backbox X 00) LSPKBB-C Backbox X Data Sheet Number(s) oo Om 00 0 0 0 0 0 0 0 0 00 .- 10 0 0 n 0 0 0 0 0 0 p99J p 0jYMtopr• 00M O N WOO o NOO CO N MHO 0 O O O yM N (/1 NN N is N N N U) U) N NN N N U7 0 W N 0 N W 0 CL W o mof 9 C_ IOC WX U Wk4 Technical Data TD450028EN Mounting Accessories Effective February 2016 Mounting Notes ACaution: The mounting options figures show the maximum number of field wires (conductors) that can enter the backbox used with each mounting option. If these limits are exceeded, there may be insufficient space in the backbox to accommodate the field wires and stresses from the wires could damage the product. Although the limits shown for each mounting option comply with the National Electrical code (NEC), Wheelock recommends use of the largest back - box option and the use of approved stranded field wires whenever possible, to provide additional wiring room for easy installation and minimum stress on the product from wiring. ACaution: Check that the installed product will have sufficient clearance and wiring room prior to installing backboxes and conduit, especially if sheathed multi - conductor cable or 3/4" conduit fittings are used. 1. Mounting hardware for each mounting option is supplied. 2. Conduit entrances to the backbox should be selected to provide sufficient wiring clearance for the installed product. When extension rings are required, con- duit should enter through the backbox, not the extension ring. Use Steel City #53151 (1-1/2" deep) or #53171 (2-1/8" deep) extension rings (as noted in the mounting options) or equal with the same cut-out area. 3. When terminating field wires, do not use more lead length than required. Excess lead length could result in insufficient wiring space for the appliance. 4. Use care and proper techniques to position the field wires in the backbox so that they use minimum space and produce minimum stress on the product. This is especially important for stiff, heavy gauge wires and wires with thick insulation or sheathing. 5. Do not pass additional wires (used for other than the appliance) through the backbox "unless the backbox is of a sufficient size to permit additional wiring as Backbox Mounting Heights for Wheelock Wall -Mounted Horizontal Strobe Appliances NFPA-72 (2002) 7.5.4* Appliance Location. Wall -mounted appliances shall be mounted such that the entire lens is not less than 2.0 m (80 in.) and not greater than 2.4 m (96 in.) above the finished floor. RSSPFlush MT and AMT Exceder LED Surface Exceder ST, Multitone Exceder LED- Speakers- LSPK, Retrofit HS, HN RSS Strobe Strobe LST, LHS, LHN LSPST Backbox Mounting Options* 80 In. 80 In. 6 In. 80 In. 6 In. 80 In. 6 In. 80 In. 6 In. 80 In. 6 In. B) 1-Gang x 2" Deep- Flush (BO) 80 3/, 5'/, 79 & 6 7/a 79 7 D) 4" x 4" x 1.5" Deep- Flush (BO) 83 '5/16 80 '/, 5 % 78 5/a 7 3/a 77 '/a 8'/a 80 V, 5 3/4 E) 4" x 4" x 2.125" Deep- Flush (BO) 8315/ s 801/, 5 3/, 78 5/a 7 3/a 77 7/a 8'/a 801/, 5 F) 2-Gang x 3.5" Deep- Flush (BO) 80 3/ 5 3/ 79'/ 6 7/ 78 3/ 7 5/ G) 2-Gang x 1.75" Deep- Surface (BO) 79 % 61/a 78 /, 7 % 77 1/, 81/, M) 10B Surface & Weatherproof (WSI) 77 1/, 8 % P) SBB Surface (WSI) 77 IL 8 7/_ Q) 4" x 4" x 2.125" Box w/ 1.5" Extension Ring- Flush (BO) 8311/1s 80 1/4 5 3/4 78 5/a 7 3/8 77 7/8 81/8 781/8 7 1/ U) 5" Square Backbox w/ Extension Ring, Flush (BO) 83 7/,a 78'/a 7 7/a 77 3/a 8 5/9 W SHBB (WSI) Shallow Surface 78'/a 7 7/a Y) 4" x 4" x 1.5" Box w/ 1.5" Extension Ring Plate (BO) Z) SBL-2 Surface (WSI) So 1/2 11) ESB Backbox 5.375" x 4.75" x 2.0625" 79 a/1e 6 7/,a LL) LSBB Backbox 4.53" x 2.76" x 1.98" 78 3/. 71/, NN) LSPKBB Backbox 6.23" x 4.69" x 2.08" 78 1/, 71/, Series SA-70S Series CH70 Series ET80 Series E70 Series ET70 Self Amplified Chime Strobe Speaker Strobe Speaker Strobe Speaker Strobe Speaker Strobe Backbox Mounting Options* 80 In. 6 In. 80 In. 6 In. 80 In. 6 In. 80 In. 6 In. 80 In. 6 In. P) SBB Surface (WSI) 77 3/4 8'/4 79 3/,a 6 13/1a 77 3/4 8 Y4 77 3/4 8 1/4 79 3/,a 6 0) 4" x 4" x 2.125" Box w/ 1.5" Extension Ring- Flush (BO) 77 1/2 7 1h 80 6 78 1h 7'h 78 1/2 7 1/2 80 6 U) 5" Square Backbox w/ Extension Ring- Flush (BO) 78 7 79 1h 5 1/2 78 7 78 7 79'h 5 1h W SHBB (WSI) Shallow Surface Y) 4" x 4" x 1.5" Box w/ 1.5" Extension Ring Plate- Flush (BO)78'h 7'h 80 6 Measured from bottom of backbox (inches) Note: (BO) = By Others; (WSI) = Wheelock Product Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com Life safety & mss notification solutions 273 Branchport Ave. Long Branch, NJ 07740 Powering Business Worldwide Eaton.00m/massnotification O 2016 Eaton All Rights Reserved Printed in USA Publication No. TD450028EN July 2017 Eaton is a registered trademark. All other trademarks are property of their respective owners. l a o 12W Report of Structural Steel Inspection®G1 Date: 9/17/2018 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) Plan Area: Column Line Provided: 2 SCREENING ROOM LEVEL 2 BAR JOIST AND GIRDERS, JOIST SEAT WELDS, Other DECKING WELDS & SCREW ATTACHMENT APPEARS TO BE CORRECT SPACING AND AMOUNT of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 9/19/2018 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) 3 (ROOF FRAMING AND DECKING Plan Area: Column Line Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: RETURN FOR INTERIOR WELDING ON ADJACENT BUILDING IS COMPLETE AND DECKING TIE IN FOR ADJACENT ROOF i Note: Contractor is responsible for schedulinq any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Report of Structural Steel Inspection Date: 10/12/2018 Client: SANFORD AIRPORT AUTHORITY ' Project: SANFORD AIRPORT EXPANSION TERMINAL EXPANSION Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of'Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided:' Floor Level (Elevation) SCREENING ROOM- THIRD FLOOR Plan Area: Column Line LINE 7 (F.1-H.7) Other WELDS AT C-CHANNEL STIFFINER.PLATE. BOLTS APPEAR TO BE "SNUG TIGHT' CONDITION: Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #s Additional Information: Reference Attachments to this Report Remarks: RETURN FOR DECKING INSPECTION BRIDGING ADJACENTBUILDING. ' y ? lo i° Note: Contractor is responsible for scheduling any.reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 Fax (407) 654-,7347 t til_gtr;_IS79 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11 -- Documented Construction Value: $ &i 01 Job Address: jaw kQ d- -l'-Ue a . p "} Historic District: Yes No Parcel ID: (1, _ O 1-3M> _ bD I C?O C } Residential Commercial Type of Work: New 0 AdditionN Alteration Repair Demo Change of Use 'Move VDescriptionofWork: [, %a t?` "1 n- 2 C m Plan Review Contact Person: eta GLI 2i Title: I oAAa, bWJ Phone: aOj - 3 "'3 C'% Fax: qbl-03S7 --- 115 0 Email: l c -erLJtl . coo-) . Property Owner Information C \ J Name 'kyk ot-++I ,f u vv yy --- Phone: Street: aoolv Resident of property? City, State Zip: Scu42 I Contractor Information r Name -1 o w t1s:-1 Phone: t'° 3 q Street: Fax: City, State Zip: 01k&V11b , X - s $I State License No.: 2-0O0000 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CO&IMENCE, MENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF .YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE-NIENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, anti air conditioners, etc. FBC 105.3 Shall be inscribe(] with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 govennnental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the perm -it is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID signature of Coii ractor/Agent Date R6, 7-/ Print Contractor/Agent's Name o i i t -e t a Date t° * Notary Pubttc State of FWWa Undo Diane WiHEams g My comml6alon GG 117768 OFF/ F tres 101iW2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[_] No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 201 S Pennit Application R CERTIFICATE OF LIABILITY INSURANCE DATE (MMiDDIYYYY) 0912812018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may rpquire an endorsement: A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ann MoodyNAME: _ --- Marsh USA Inc. FAY 414 200 4960PHONE414290,170Q 411 E. Wisconsin Avenue (ALP. No. Extfi- _ tA1c. No):..---- " ------ SuiteSuite 1300 E-MAIL ann.c.moody@marsh.com1300,'All 53202 ADDRESS_,,,._.......____ _......... ---. Attn: JCI.Cedrequest@ntarsh.Com INSURERS AFFORDING COVERAGE _ NAIC !f CNt01230596 5-18-19' INsuRER A : Gd Republic Insurance Company _ 24147 INSURED INSURER B ACE Property Casualty ahnson Controls, Inc, and - — -- Tyco International Holding S.a.r.1. INSURER C .. ...... SimplexGrinneli LP INSURER 0: _ see attached Accrd 101) 5757 North Green Bay Avenue INSURER E _ _._ ____..._— Miiwaukee, WI 53209 INSURER F : rui MCI atleont RCVICf(1ti Al11MRFR• 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS CF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR^ L7R TYPE OF INSURANCE ADDL p SUER- D POLICY NUMBER POLICY EFF . MMfDDfYYYY POLICY EXPMMIDDIYYYY LIMITS A X COMMERCUILGENERAL LIABILITY MWZY3130.47 10101I2018 IN010019 EACHOCCURRENCE S _ 10,000,000 04 TOR PREMISES-- Eaoccurrence 10,000,000 771CLAIMS - MADE OCCUR Contractual Liability ConXMED EXP (An one pe(son) 0 X XCU Included PERSONAL & ADV INJURY 10,000,000 1 G£NLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 30,000.000 PRODUCTS-COMPIOPAGG X POLICYPRO- LOC JECT IOTHER: 1 I 5 INCINGENAGG A AUTOMOBILE LIABILITY MWTB 313946 (Excludes New Hamp) 10,1)U2018 10 01120(9 COMBINED SINGLE LIMIT IEa acctdentl 7,500, 000 BODILY INJURY ( Per person) LL A x_. ANY AUTO MWTS 313949 (Primary NH $250k) 01018 10,111019 BODILY INJURY ( Per accident) A OWNEDSCHEDULEDAUTOSONLY ALTOS HIRED NON - OWNED AUTOS ONLY AUTOS ONLY MWZX 313950 ( Excess NH $7.25mm) Excess NH Auto Is Follow Form to Primary NH Auto 10A112018 101010019 PROPERTY OAAIAGE Per amident) _--.. __ S X X UMBRELLALIAB EXCESS LIAR X OCCUR MADE G28162509G03 110, OV2018 10,a10019 LEACHOCCURRENCE 5,000,000 AGGREGATE 5, CD0,000 CLAIMS OED RETENTION$ A A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETORIPAR7NERrEXECl1TtVE OFFICEFUMEMBEREXCLUDED? Mandatoryin HH) If yes, describe under DESCRIPTION OF OPERATIONSbelay NIA MWC 31394 3 GO ( AOS - see page 2) 0 IdWXS 313 44 OH & WA),000,000 r i 10,11 018 l0i' 61i2019 10 010019 X PER OTH- STATUTE ER__ E.L. EEACH ACCIDENT E.L. DISEASE -EA EMPLOYE E.L. DISEASE-POUCYUMIT 5, 000,000 S 5, 000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space Is required) See attached Acord 101 for additional information including Additional Insured, PrimaryiNon-contributory, Waiver of Subrogation and Notice of Cancellation provisions. ULK I IYIUA I t HUL.UCK 1-1 City of Sanford Building & Fire Division SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLER BEFORE 300 N Park Ave. THE EXPIRATION DATE 'THEREOF, NOTICE WILL BE DELIVERED IN Sanford, FL 32772 1 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashl Mukher)ee Mauna tit.-. w c r V Tyi3S-LV'IU HI. VKU t,vttrvrcHuvrY. rui uyuw rcacrYou. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ARE S RICK SCOTT, GOVERNOR JONATHAN ZACHEK SECRETARY FCC rtCla pr It COL \4'8 _ mot m gm r i a STATE OF FLORIDA DEPARTMENT OF BUSINES53AND-Pn"-%FESSIONAL REGULATION ELEC' THE ALARM PRC Always verify licenses online at MyFloridal.icense.com Do not alter this document in any form. I' MDER THE ES This is your license. It is unlawful for anyone other than the licensee to use this document. Tax'Collector Scott Randolph Local Business Tax Receipt Orange County, Florida ' i 2018 EXPIRES 9/30/2019 3121 CERT ALARM SYSTEM CO $340.00 108 EMPLOYEES TOTAL TAX $340.00 PREVIOUSLY PAID $340.00 TOTAL DUE $0.00 6830 SHADOWRIDGE OR #212 A - ORLANDO, 32812 MCCUE BERT S JOHNSON CONTROIS SECURITY SOLUTIONS LLC ATTN LICENSING DEPT P O BOX 3042 BOCA RATON FL 33431 3121-0969805 PAID: $340.00 0099-00834090 7/16/2018 Tax Collector Scott Randolph Local Business Tax Receipt Orange County, Florida This local Business Tax Receipt is in addition to and not In Ileu of any other lax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and other lavAul authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent ponaity is added Octobor 1. 2018 EXPIRES 9130/2019 3121-0969805 3121 CERT ALARM SYSTEM CO $340.00 108 EMPLOYEES 1d'll,'I' TOTAL TAX $340.00 Cam. 4 PREVIOUSLY PAID $340.00 TOTAL DUE MCCUE BERT S 0.00 f f JOHNSON CONTROLS SECURITY SOLUTIONS LLC 1BOX i t ATTN LICENSING DEPT 6830 SHADOWRIDGE DR /E212 A - ORLANDO, 32812 ytl` O 3042gOCBATON FL 33431 PAID: $340,00 0099.00834090 7/16/2018 This receipt is official when validated by the'fax Collector. Orange County Cade requires this local Business Tex Receipt to be displayed conspicuously at the place of business in public view. It is subject to Inspection by all duly authorized officers of the County. octaxcol.com .;',F i octaxcol January 7, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Permit No. 18-3941 Sanford, FL Tierra Project No. 5111-18-052 Dear NTr. Aldrich: Tierra lilc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between December 1, 2018 and December 31, 2018. During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the -following general locations: Foundations Pedestals Based on our observations it is our opinion the described structural load bearing components have been found to r1qnstructed in a substantial accordance with the approved project plans and specificationstgt f W14%k 1 kke,Ik RFI, s issued by the Structural Engineer of Record. We have attached our 4(1e aii'v " tcS -in steel observation reports for your record. 0 EN e9p llyTt .iced, Iqn' P $ S q ig froci Z$ 7001897 CC George Speake, Jr. gspeake(a osaa.net Jennifer Taylor Itavlorld osaa:net Diane Crews clubws(Wosaamet Darrel Presley Darr6l.PresleVa(.Sanfordfi.gov Steve' Fiorey Steve. Forey(Manfordfl.00v Greg Fischer afischer(dMalbridoe.com 591 Susan B. Britt Court a Winter Carden, FL 34787 Phone ( 407) 877-1354 a Fax (407) 654-7347 Florida Certification No. 648E iIERRA Report of Structural Steel Inspection Date: 12/13/2018 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) 1 THROUGH 2 Plan Area: Column Line Other PARTIAL INSPECTION OF DECKING FOR OUTBOUND TICKETING of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s itional Information: Reference Attachments to this Report Remarks: PARTIAL INSPECTION SCHEDULE WITH OFFICE FOR NEXT INSPECTION Note: Contractor is responsible for scheduling any reinspections that may be Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 I IERRA Report of Structural Steel Inspection Date: 12/21/2018 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: WAHLBRIDGE Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) TWO Plan Area: Column Line H.9-18-6 Other BEAM/ BEAM CONNECTION PLATE of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s ditional Note: Reference Attachments to this Report Remarks: PARTIAL INSPECTION SCHEDULE WITH OFFICE FOR NEXT INSPECTION r is resoonsible for schedulinq any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION C I i 0 h t: 5XA1"g;-,e 6 A T—AxIlley)-e ProjectNameAn4,;e— P8, 1 Project No. 5-/// Date: /44/Z Area of I.nspectibn- El Foundation n wall Q- Eo fdn 11 Slab 13 Stair El Other Reinforcing Steel Placement Elevation/ Floor6x,a,,,46 S Plan Location: (u7-15-ovrv^ 2- 31 ir, Conditions/ Construction Inspected: Punchlist Item # U- Proper Sizing & Support of Formwork Accept F Fail per Sizing & Gtade of Bars trNProperAccept F1 Fail Quantity., Spacing &:Layout frAccept E] rail Propor Splice Lengths ':Splice Locations Accept F Fail Pper Chairing and Concrete Cover Q Accept Ej Fail Proper Securement, of'Reinforcing BAccept F] rail El Proper Layout of Post Tensioning Tendons E] Accept F] Fail Proper Drape of Post Tensioning Tendons F] Accept F] Fail Proper, 5heathing & AnchQr Reinforcing F1 Accept F] Fail Other, EjAccept F Fail Criteria utilized asinspection reference: Drawings Sheet( s)Z-S!iq/, 2- SIV'cl Detail'(s)'/ if 2- RFI El Shop , - D irawing - 8 Other Dated', Z0/ 7 Client"d!a J,2.j 7'T/^`S Project Name '-9W2-6 A1z Pb,,-L7— :' PSI Project No.5111- 0-5- Z Date:/2/ 1 Area of inspeciio: Foundation E 11V, a11 1 Column Slab F Stair Other Reinforcing Steel Placement+ IevationIFIoor. 2 / j, Lez'L' Sy/-,g4- d vi i /t Sri .':-,' ,a." T/.r l ,.5':5 i,z y r_'".i,-.P.'z.5;r cr. Ian Location:&- j'r/: eZg-i 6 A#- i Ti'L-' Cc./7 f<• Conditioons/Gonstruciion Inspected: Punchlist Item El P S izing; & Support of Formwork Q:Accept Fail 0 Proper Sizing & Grade of Bars O'Accept Fail Proper Quantity, Spacing & Layout Q Accept Fail Proper Splice Lengths «Splice Locations Accept Fail Proper Chairing and Concrete Cover Accept Fail Dper Securement of Reinforcing, TAccept Fail Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail Proper Sheathing« Anchor Reinforcing Accept Fail Other Accept Fail Criteria utilized ais inspection reference: Structural, Drawings Sheet(s),,;7 3I0Y Detal(s RF Shop ,Drawings Other Dated: INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: Project Name:_i/ PSI Project No.Date: r Area of Inspection: Foundation Wall. columnmn LJ Slab Stair Other Reinforcing Steel Placement Elevation/Floor: &,,gey-,_t Plan Location: CAJ: Z3 )2eA,7-,6ZZ) x; lj t'I S 7' C /t, GC•C s,.v1L Ir S' ' Z'; . Zl..) °ZZ, J - zZ.,,s_ J %-ZZ 5.:-Z't S / Z -ZZS J: Y Z`L! J,) Z .) Z Z Conditions/Construction Inspected: 0, per Sizing & Support of Formwork P-r-oper Sizing & Grade of Bars Cdroper Quantity, Spacing & Layout 0Proper Splice Lengths & Splice Locations 0 Proper Chairing and Concrete Cover 0"P orper Securement of Reinforcing Proper Layout of Post Tensioning Tendons Proper Drape of Post Tensioning Tendons Proper -Sheathing & Anchor Reinforcing Other Criteria utilized as inspection reference: Punchlist Item # E-A- ccept Fail El -Accept Fail Elwccept Fail _ F—I Accept Fail Accept Fail O-ACGept Fail Accept Fail Accept Fail Accept Fail Accept Fail Str l Drawings Sheet(s) Detail(s) 1, Z, 3 RFI Shop Drawings Other Dated: Ci Remarks: INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client:S;,nw8, I Project Name: 0.",t PSI Project No. 5-111 -/J 1- - 0-5- 2-1- Date: 121Z/9 Area of Inspection: nFounda*tion Column Slab El Stair 0 Other Reinforcing Steel PI acernen't Elevation/Floor6- &—,zovA 4-T-L OXIEWJ e) /?, C ZY7 41 ARC W#Z/L Plan Location: Qtrr13&1AZ,6 i /° Conditibns/Construction Inspected: Ell-P-r-p-por 8,iirng & Support of Formwork 1215Propier Sizing & Grade of Bars LamProper Quantity, Spacing & Layout Splice Lengths & Splice Locations VoTr9per Chairing and Concrete Cover El - Proper 8e c urement of Reinforcing El Proper' Layout of'Post Tensioning Tendons Proper Drape, of Post Tensioning Tendons L1 Proper Sheathing & Anchor Reinforcing 171 Other, Criteria utilized as inspection reference: Accept Ed - Accept RI-Ac- cept FI-Ac- pept ffAccept FI- Acc- ept E] Accept Accept Accept Accept 7- 0 ZFail F] Fail n Fail Fail F1 Fail Fail Fail Fail Fail Fail 0- gtructufal Drdwings Sheet(s) o2-9W RF r-J. Shop 'Drawings E]'Otl- fer Datp,&- Punchlist Item # Remarks: .vi z 4- 2 - 3 iC&W'qK J L41 V rt»,ta iPdY3k I3'a i.'a "k TPaRRk14 Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 1/15/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection SE Floor Level (Elevation) Plan Area: Column Line SECOND CANOPY B 18.6 (L Other DBL C-CHANNEL/PERCH TO WALL EMBED of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IERRA Report of Structural Steel Inspection Date: 1/14/2019 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION OUTBOUND TICKETING (ph. 2) Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ation of Inspection Se Floor Level (Elevation) Plan Area: Column Line 111 H.9-K.10)-(25-22) TERMINAL B. (L-N)-(25-20) CANOPY B Other BEAM/ BEAM, BEAM COLUMN,COLUMN ANCHOR BOLTS, BAR JOIST WELDS Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: DECKING TO BE FINISHED FROM (20-18.6) ON CANOPY B is responsible for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 t. 11 2L Y: j- \( JAN 3 0 2013 ; x OR COMMIERCIAL'PTtQ)P112TISS Altatnonte'Spripgs Casseibe>I>ty I,a'Ite'IV a> y,;Longwood, Oviedo,' 4a ' ford,'S minol`o d":tiq, Winter Spy fi gs ,.. Date. Al fr Buildh grl'ermit ^ ,,.., Blectircal P.eiirrrtf# ^ /, ?ZT73x 5 j In con`sideratian foa authoriuig the appropi'late utility canpuny to erti3i'grze the facilrty,,we agle0 wlthmandk ' ' iindersta id the Owing:` t r t 1 The facility will not be 61 upired until a cert>ficatc of occupancy has4been issued 2 if the Jurisdiction hereafter finds that,the facility has Ueen occup1ed before a cei tillcate oftoccupaticy has, r ' ` Ueen rssued, the Jarisdrohon-will have the unilateral right to duect the ahlrty to te muiate electr icalser vice,.- without notice Furthermore, we understand and agree that should the Jurisdiction exercise such right the 1 fi"rlsdrehon will not` Uo esponslble for any damages or costs wlrch may iesultJfiom the exercise of such, right Also, m the}event any third party citiimsrodamages from th'e exerciseof such`.rrght, we agree to Jointly,{. „ andrrndrvidually indemnify and hold harmless the Jur isdtctron from all srchcdamage4 A11a COStS, I11CIuding"' attor•»ey's Fees° 3 ,Theburiding or'sh rcture shall be weAther tiglit and secure The elecUreal wu mg mgthe araa designated fors_ 1 pCe pow"er shall be complete.>and in safe order All electrical services;associated vwith the area wiil`.be t"00% complete unless'specrtically approvedby tha electrlcal`inspector 4 biter ror electucal rooms shaiI, ,e lockable, iftelech real panels are ut an area that c mnot bo ocked by doors;: the panels shall be equippea`wrtha locking mechanism `(app ovad,by the AHJ) The licensed elecdlcalt contractor or his licensed representative shall hold the keys(s) forxsuch access to'olechrct l panels to;preven_t: a F energrzirig micurtsfother than those that are safe° rowded; the lire s urikler s stem must be o eratrorial er,>the local AHJp ie unements with"water on ''' q the system pr ror to pie,power 6 Th`rs pre power approval is ualyd for a maxunum*of 180 days from date of approviii:,, t 7 Checltwitliitheloehl Juris'dietiotr for fees;associatedwlthpre potivcr, 1, tJrr EFrank Rygiel i hit Na of OwnerlTe ant PrintaName of Gen Conh actor Pr lnt N'meof,Bl , nl actor1 nature o OwneiCTenant ntu o GenConhactor4 Srgnatu' l3a. O e of EI Cont ctor C6- G 4 'ta 7W JGen . Contractor Lr"censer# 1El Contractor Ctcense # ` x .` i JURISD[ CTtON`EMPLO,YEE.,NAME JURISDICTION CALLCDilNfO.; " o Progress Energy,` £loirda;Power Fand,Lighf, ' , - on „ T %` F,.x.. Report of Structural Steel Inspection Date: 2/20/2019 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) 3 HIGH ROOF Plan Area: Column Line Other DECKING & PUDDLE WELDS HAVE PROPER SPACING & AMOUNT (J-K.10) (23-18.6) Additional Information: Reference Attachments to this Report Remarks: FIELD WELDING INSPECTION OF TRUSS FRAMES NEVER SCHEDULED FOR SPLICE SHEET NO. 2-S305 DETAIL A+B Note: Contractor is responsible for scheduling anv reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 March 6, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Permit No. 18-3941 Sanford, FL Tierra Project No. 5 111 -18-052 Dear Mr. Aldrich: Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with'the Threshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between February 1, 2019 and February 28, 2019. During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Beams Welded and Bolted Connections Foundations Based on our observations it is our opinion the described structural load bearing components listed, with the exception of the items noted in our punch list, have been found to be constructed in a substantial accordance with the approved project plans and specifications and as modified by RFI's issued by the Str`oi&f 1h' Wc!*9f Record. We have attached our representatives' reinforcing steel observation s A R?9ss ' y ••it ed; v T igtcFi€It5IM ..•• .? • e Sftj) 0VWPr'r,Nck g001897 f I I I 1100% CC George Speake, Jr. gspeakerftsaa.net Jennifer Taylor itayloraosaa.net Diane Crews dcrewsoosaa.net Darrel Presley Darrel. PresleyQSanfordff.gov Steve Fiorey Steve, FioreyOlSanfordfl.gov Greg Fischer gfischerCcDwalhridge.com 591 Susan B. Britt Court a Winter Garden, FL 34787 Phone (407) 877-1354 a Fax (407) 654-7347 Florida Certification No. 6486 STRUCTURAL STEEL PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 2 PROJECT NUMBER: 5111-18-052 FIELD. TECHNICIAN: JOHN LINSON DATE OF REPORT: 3/1/2019 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 2/20/2019 Welding not complete @ column (J-23) Unspecified splice @ (L-18.5) tube extension. Unspecified column splice @ J-18.6)@ roof line. Field welding inspection of truss frames never scheduled for splice, sheet no. 2-S305 detail A+B RFI FOR 2 3/1/2019 H.9-18.6) Column extension not addressed by en ineer.Main truss at 22 line shop weld insufficient RFI EOR/Weld 3 4 5 6 7 8 9 k " TIER r Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 2/20/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Se Floor Level (Elevation) Plan Area: Column Line 3 HIGH ROOF Other DECKING & PUDDLE WELDS HAVE PROPER SPACING & AMOUNT (J-K.10) (23-18.6 of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: WELDING NOT COMPLETE AT COLUMN (J-23) UNSPECIFIED SPLICE AT (L-18.5) TUBE -EXTENSION COLUMN SPLICE AT (J-18.6) AT ROOF LINE. COLUMN CONNECTIONS AT 18.6 LINE NOT COMPLETE Reinspection Required: Deficiency Added to Punch -List; Vs 1 ABOVE Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s nal Information: Reference Attachments to this Report Remarks: FIELD WELDING INSPECTION OF TRUSS FRAMES NEVER SCHEDULED FOR SPLICE SHEET NO. 2-S305 DETAIL A+B r is responsible for scheduling any may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Client: e4.27 Project PSI Project No. Date: Ll Area of Inspection: 11 Foundation 0 Wall 0: Column n0 Slab Stair OLD rReinforcing Steel: Placement Elevation/ FloorZ., /4&1"m Plan Location: Ce/ 1 A417 7-AJ, IC? ro _Z -7— Conditions/ Construction Inspected: Punchlist Item 4 13-- rioperSizing, &-Support of Formwork FJWC_Gept Fail 3< f'_. ,S. roper; ting. & Grade of Bars EOccept Ej Fall Proper - Quantity, Spacing & Layout RAccept R Fall Proper Splice Lengths &,Splice Locations EAccept E] Fail rProper' Chairing and Concrete Cover EAccep i . Fail Q' rroper,Securehient of Reinforcing C"at Fail Proper - Layout of Post Tensioning' Tendons E] Accept R Fail Proper Drape of Post Tensioning Tendons E] Accept Fail Proper Sheathing &Anchor Reinforcing- R Accept E] Fail El Other 1-1 Accept 0 Fail Criteria utilized' as inspection reference: 2rStructural Drawings Sheet(s)2-,16YJ - - 5!C, '__?Detail(s) L RF D Shop Drawings -2 3. El Other Dated: I l/Vic? Remarks: INSPECTION REPORT— REINFORCED CONCRETE CONSTRUCTION Client: l- ram. is APAA 7 Project Narne:. , fir' W1 /V° tC rrJ,I C, I/J 146PA64 PSI Project No,5///- /5_ C1).5_2 Area of litzpaction: M-Founda'tion El wall El Column 0 Slab 11 Stair F1 Other Elevation/Floor: Date: Z /2-0 Reinforcing, Steel Placement Plan Location: J-?V 51U11,70 5tQqNV-bK4J 51 28 _15 5WT1 M Conditions/Construction Inspected: Puft-c-blist Item Sizing &Support of Formwork ccept F-1 FailProper 07—Proper Sizing. & Grade of Bars M-Accept J Fail n. `Pro 6r Quantity, Spacing & Layout O-Accept, Fail T-oper Splice. &Splice LocationsEr-p._ S R-Abcept E] FailFT'Proper Chairing and' Concrete Cover Accept Fail Proper Se ' curement of Reinforcing Fail Proper Layout of Post Tensioning Tendons E]Accept Fail El. Proper Drape of Post Tensioning Tendons 0 Accept Fail, El Proper Sheathlhg. & Anchor'Reinforcing n Accept Fail Other J Accept Fail. Criteha uVifted as Inspection reference: Q_S-ir_u u'ra.l Drawings Shaet(,$)3-511L),g-l)5Detail(s)MS' _RFI F1 Shop Drawings El Other 7Dated: i / Remarks.* a TIES Report of Structural Steel Inspection a Date: 3/1/2019 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level(Elevation) HIGH ROOF (3) Plan Area: Column Line Other MAIN TRUSS, COLUMN EXTENSION of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: H.9-18.6) COLUMN EXTENSION NOT ADDRESSED BY ENGINEER. MAIN TRUSS AT 22 LINE SHOP WELD INSUFFICIENT ElReinspection Required: 12 Deficiency Added to Punch -List; #'s #2 Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: SHOP WELD FOR E30201 CONNECTION CELLS FOR 1/4"FILLET, FIT UP FROM SHOP IS SKEWED, RESULTING IN INSUFFICIENT WELD I Note: Contractor is responsible for scheduling any reinspections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TIERRA e cai>icne. su7tiu,us .' ravmu. "wt w ic zn.ru ' Report of Structural Steel Inspection Date: 3/15/2019 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) Inspector: JOHN LINSON Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) ROOF TRUSS Plan Area: Column Line 22 Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: ROOF TRUSS NOT READY FOR INSPECTION Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: ROOF TRUSS NOT READY AT THE TIME OF INSPECTION. WILL RETURN FOR REINSPECTION TUESDAY 3-19-2019. Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 F rFS,r,`tt8' job Add SEP 19 201d PERMIT APPLICATION Application No: Documented Construction Value: $ 1200 Red Cleveland Blvd. Sanford, FL 32773 Historic District: Yes No X Parcel ID: 0J o%6 3 G 000010 C3C Q [may Residential Commercial x Type of Work: New Addition x Alteration Repair Demo Change of Use Move Description of Work: 116 nCe e 0 ham . Plan Review Contact Person: Phone: Name Fax: Email: Property Owner Information Sanford Airport Authority (Jennifer Taylor) Phone: Street: 1200 Red Cleveland Blvd. . . Title: Resident of property?':' No'! City, State Zip:, Sanford, FL 32773; Contractor Information Name Walbridge (Frank Rygiel) Street: 100 S. Ashley Dr. Phone: 813-635-100.6 Fax: 313-234-0690 City, State Zip: Tampa, FL 33602 State License No.t 66 1,510-NI Architect/Engineer Information Name: CPH Engineers Inc (Jeremiah Owens) Phone: 407-332-6841 Street: 500 W. Fulton St. City, St, Zip: Sanford, FL 32771 Travelers Casualty and Surety Company of Bonding Company: America Address: One Tower Square, Hartford CT 06183 Fax: E-mail: jowens@cphcorp.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wfl] be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air. conditioners, FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based -on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the :foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. u„ a iNauie of Notary r COMMISSION #GGff,96 EXPIRES: OCT 17, 2021 BPded through 1st State Insurance Owner/ Agent is - Personally Known to Me or Produced ID Type of ID v Signature of Contractor/Agent Date L--, 4*:-, 1;--`zc Print Contractor/Agent's Name eX(( MUEWNE A LAUTERBAC?ht MY COMMISSION #GG117096 EXPIRES: OCT 17, 2021 Bonded through 1 st State Insurance Contractor/ Agent is/ Personall Known to Me or Produced ID V Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads _ Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: /t IP1 4ASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: M.UTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: C /3e1 1 g I hereby name and appoint: Luke Frey an agent of: Walbridge Name orcompany) to be my lawful attorney -in -fact to out for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 1200 Red Cleveland Blvd, Sanford FL 32773 Expiration Date for This Limited Power of Attorney: 12/31/2020' License Bolder Name: Frank-! ,Rygiel, In State License Number: CGC1510741 Signature of License STATE OF FLORIDA COUNTY OF rlillslat, S h The foregoing instrument was acknowledged before me this 3 ate ydayof , 20 Lsz_, by FiZgt K (6U6t C L who`is r iexsonal_iyknown to me or © who has produced as Identification and who did (did not) take an oath. Notary Seal) Notary Public State of Florida lie Lane My Commission GG 116554 o. nV Expires 06/19/2021 Rev. 08.12) Signature Lt AAt-)E Print or type name Notary Public— State of F l-.r, - Ao, Commission No. _ f; 4 Ilo'r5' My Commission Expires: o Z -' r 1111111111101 iiQa iit i m 11111 111loll GRANT MALOYr.SEMINOLE COUNTY CLERK OF CIRCUITCOURT. h COMPTROLLER ThisInstrumentpreparedby: BK.'9090 Pss, 161-1.73, G13P9s ) Name: knniler•raylor CLERK'S 2018033566 Address: 12,00 Red Cleveland Blvd. RECORDED 03/27/2018 02:26 PI1 Sanliord, F132773 RECORDINGEIwSr'$'12frt3n!Ic i NOTICE OF COMMENCEMENT RECORDED BX1Zd Permit No. Parcel ID: 05203130000100000 S lil. 11 r { it 1% A 1, State of Florida County of Seminoles ` 1 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: (legal description of the property and street address if available) Orlando Sanford International Airport 1200 Red Cleveland Boulevard, Sanford, FL 32773 General description of improvement: Orlando Sanford International Airport Terminal Expansion Owner; a. Namer and address: Sanford Airport Authority, 1200 Red Cleveland Blvd. Sanford, FL 32773 Contractor: Name and address: Walbridge Aldinger LLC, 100 S, Ashley Drive, Suite 350, Tampa, Florida 33602 Phone Number: 813-220-3469 Fax: Surety: Name and address: ])Travelers Casualty and Surety Company of America One Towers Square, Hartford CT 06.183-6014 Phone No:860. 277.01 11 2)Fideliiy and Deposit Company of Maryland 600 Red Brook Blvd, Owings. Mills, MD 21117 Phone Number: 410.559.8790 Fax: b. Amount of bond : $60,642; 363.00 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Seciion `713_.1'(1)(a)7., Florida Statutes! Name and address: Diane Crews, Sanford Airport Authority, 1200 Red Cleveland Blvd. Sanford, FI, 32773 Phone Number: 407-5.85-40OZ Fax: 407-585-4045 Inaddition to himself or herself, Owner designates the following person(s) to receive it copy of the Lienor's Notice as provided in Section 713.13(l) (b); Florida Statutes*, Name and address: Kenneth Wright, Shutts & Bowen LLP Phone Number: (407) 423-3200 Fax: (407) 425-8316 Expiration. date of notice of commencement (the expiration date is 1 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 1, 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 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMEN G WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. lennifei "Gaylor Si rat of Owner or Ownc •' uthorized Owners Printed Name The foregoing instrument was acknowledged before me this 2'1"day of Mate6 2018 by Jennifer Taylor (name of person). Who is personally known to me v/ OR who has produced identification _ — _type of identification produc - - -- - -----..1... - — ---— — — PHYLLIIS MY COMMISSION #GG1.13127 EXPIRES: OCT 02. 2621 Signatu of Notary Public, State of Florida 0+a Bonded throuphtstStatelnsuraoce CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407M8.5052 FAX: 407.688.5051 Phase 2 1. New building addition — 12,800 s.f. 2. New exterior canopies (phase 2 only)— 25,300 s.f. 3. Reroof (complete tear off and replace)-13,800 s.f. 4. Interior renovation (flooring, finishes, ceiling tiles, fighting, new Interior' La Qpy and new millwork) -- 15,800 s.f. 5. Paint entire front facade of existing -building — aprox 1206 linear feet (includes phase 2 and 3) Phase 3 1. New building addition (skywalk and.4 new boarding gates)— 28,500 2. Interior renovation (demo walls / add restrooms baggage belts, security exit, renovation of 4 existing restrooms and all finishes in renovation area/ ie. Ceiling tiles, lighting, flooring and paint)-,55,600 s.f. 3. 1 Interior flooring only -- 27,800 s.f. A i CAPAV%f4 wee 0 Totals 1. Building additions / New construction — 52, 366 s.f'. 2. New exterior canopies 25,300 s.f. 3. Interior renovations — 91,500 s.f. 4. Light interior renovation — 11,000 s.f. 5. Flooring only 74,500 s.f. 6. Fire protection retrofit— 29,000 s.f. 7. Exterior paint / facade (2 stories +/) 1200 Linear feet Please feel free to contact me at 407-322-6841 if additional information is needed for your review process. Sincerely, CPH, INC. John Baer, AIA Director of Architecture Vice President % Associate ibaert5crshoom.corn L_. CONFORMED SET r NEW FLOORING. FINISHES LOADINGWALL DOCK PROTECTION BAR RECONFIGURE, 1, RESTROOM ADDITION GGAGE BELTi DON Mlv c CANOPY 8560 S.F. o / NGr LOADING DOCK I BADGING AND POLICE STATION . 5825 S.F. EXISTING PARKING DECK NEW PARKING LOT CANOPY AND TICKET STATION 1 CANOPY CANOPY 8380 S.F. 1280 S.F. PHASES PHASE 1 PHASE 2 PHASE 3 n www.cphoorp.com A Full Service A & E Firm Architects 0 EngineersEnvironmental Landscape Architects M/E/P 0 PlannersSorvey0s Traffic / o 0 0 NEW TERMINAL Transportation offices In: j SKYWALK L BLOCKHOUSE 18,200 S.F. Florida ADDITION G j 130 S.F. no Rico i INBOUND BELTS AND ' CHILLER YARD e o i Connecticuton INTERIOR REFRESH UPGRADE o Maryland 57420 S.F. a o Texas Tit/ • — — — — — — — — — i F.I.S. SECURITY EXIT 1 1280 S.F. rc r. ii 7 to OIIIII a oFru O w o o.. ...... ...... ...... ...... . illlil EXISTING WELCOME CENTER OAREA OF WORK / PHASING PLAN - 1ST FLOOR_ 1/64" = 1'-D" -_ - NORTH O ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN 4 6 9 w a d > o rn o v y z a- D A„CVH, In By 500 —at F.— M. Sant rd, FI. 32771 Ph: 4e7.3226ad1 Llcaa.e. Ene. C.OA No. 3219 Survey L.B. No, 7143 Arch. Lk. No, AA200092s La .p. Lk. No, L0000029a Z 0 0 U) f Q a X(If W G J J Z zZog a CD Of z O Z F w ' NQ W O ZO pz Y Q z (n cc 2 0 a to Q o IL. 1-- z 0 0LU Q O W 0 K d' Q d. Sheet No. 6109 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 12 CONFORMED SET ow 00 P aS z NEW ELEVATOR 870 S.F. NEW CANOPY 7200 S.F. flo WOO NEW LOADING DOCK 4400 S.F. Af ` f NEW INTERIOR_../ FINISH n NEW SCREENING AREA NEW CANOPY NEW ROOF REPLACEMENT 14,000 S.F. 1 NEW CANOPY 2130 S.F. li FIRE PROTECTION EW LI ITY E) T - 9400 S.F. NEW BLADE SIGN r I u i WALL non I, r p p NEW KID'S AREA / MOTERS ROOM AND RESTROOM REFRESH CANOPY 6200 S.F. EXISTING WELCOME CENTER AREA OF WORK / PHASING PLAN - 2ND FLOOR N 1 " NORTH 0 LI ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN NEW TERMINAL SKYWALK 18,200 S.F. www.aphoorp.com A Full Service A&EFirm ArchitectsEngineers Environmental Landscape Architects M/E/P PlannersSurveyors Traffic l Transportation Offices in: Florida Puerto Rico Connecticut Maryland Texas a a a 0 z 9 n n n j Orn 32 O ai m Z 0AaC. a U Q pnrn O LL CPP In, 50e — F—h M. Sanford, FI.32771 Ph: W7.322.6941 Llc•oo Ene C.O.A No.3215 Survey L.B. No. 7143 Arch. Ll4. No. AA260aRn Lr—p.Lk. No. LCoeoe2S6 of Z 0 0 n 0 Q O z d D- z x of N w Q z J Q z 010 ao Q! Z w W 1 Q w x z00 a 0 oQ 1 = a In O d 3: G o LL Z O U O O w Lta Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 13 TOTAL 115,296.00 42,825.00 39,570.00 86,222.90 53,854.75 14,660.00 47,876.00 6,501.80 37,950.00 38,246.40 66,931.20 49,529.00 50,676.40 124,024.00 16,200.00 84,200.00 101,155.00 114,750.00 41,125.00 52,325.00 34,685.00 115,554.00 31,867.50 28,717.50 74,750.00 296,632.80 6,394.00 22,108.00 163,108.80 298,887.20 41,863.35 2,938.20 31, 807.50 21,631.20 59,342.40 135,475.50 7,538.40 26,199.45 24,021.75 24.75 30,353.70 17,430.75 1,880.25 2,625.45 2,659,755.90 aff f -7 , zo f ction Log Maintenance - CITY OF SANFORD Application Tracking Action Log Maintenance Application number: 18 00003969 Address: 1200 RED CLEVELAND BLVD Application type: NEW OFFICES, BANKS, ETC. Revision/Path/Step/Seq/Agency: A 01 00 UTILITY DEPARTMENT Action date: Action by: Action code: Time spent (hours): I Correction report item 111518 FSR FRANKLYN S RICHARDSON Po.. PLAN REVIEW COMPLETE 1 a#gn 1.000 m. yy _ WaterroIinpact Fe-e11751`25 ' i k ri. Sewers ;Impact Fee 26468 75 F h W.uww»., x aJn x, a ,.mow YL ..u,..tf.a..tia;:y. a F2 ..000 R r ` , ,r t, 3.000 5 .000 x, h = }{ 6•000r.„wxte ee r4; ¢ t , w sg x.dm h.aw uG iww4. wax 7.000 t It ,, rml- * Y ` w. a,'3 13j ''k w.'. `Ya { +' ., .S Wyk ynP 4ti. flee 's ,a i -_k 'L'N 4= 8 . 0 0 0-11_ IaFP Yh awm`ijw d a-.Wtnax... ,3 . .6u.,wtt«eWu x xL S.wt.. 4w k!....jw'4JW+ kr::w. v+n r 9 .0 D 0 191M F k ru'i Ii a r 6 Highlighted 'Sequence' indicates line is not available for List selection. M i 1tr tN it. April 4, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CB:O, MCP -Building Official RE Summary of Threshold Inspection Services Sanford Airport Phase 3 Terminal B Outbound Building Permit No. 18-003969 Sanford, FL Tierra ProjectNo. 5111-18-052 Dear Mr. Aldrich: Tierra Inca has `been performing threshold inspection services on the structural load bearing components` for the referenced project. These services were performed; in accordance with the Threshold Inspection Plan..and were coordinated through Walbridge's on site 'construction team. This report summarizes our activity between March 1, 2019 and March 31, 2019. During; this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Foundations Pedestals Based on our observations it is our opinion the described structural load bearing components have been found. to be constructed in -a substantial accordance with the approved project plans and specifications and as`jv9d,i1'61l;1Ayj,RFi'sissued by the Structural Engineer of Record. We have attached our rep[ gs%g4Lv(44 ,isyg steel observation reports for your record. rrrntll CC George 5peake, Jr. Jennifer Taylor Diane Crews Darrel Presley Steve, Fiorey Greg Fischer 897 fgsbOkeCCaosaa. net itavlorCrposaa. net dcrews@osmnet Darrel. PreslevCaSanfordfl.o ov Steve: FIorev @$anfordfl.aov gflscherAwalbridge.com 591 Susan B. Britt Court a Winter Garden, FL 34787 Phone (407) 8774354 o Fax (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT-- REENFORCED CONCRETE CONSTRUCTION Project Name: ._a.'g Alf_afrr PSI Project, Ro.// 05Z Date: ZZ2- Area of Inspettibn: 017-oundation blumn L.J'Slab El st a*ir- 11 Other Re,inforcing Steel Placement Elevation/Floor: Plan Location:_AA/ZZr,Z" 12,66t, , P/4-,_ opj 5"-J;y LJ ro '5&jnr.T. _6 (fal-1111114y S- &J&/ 6,60 ZV V/ S60 <7 '5&j 1, Conditions/Construction Inspected: Punchlitt Item rPropProper, Sizing & Support of Formwork 2r;<ccept Fail r, er Sizina & G rade of BarsP5>propeProper Spacing & Layout cceccept Zcept L] Fail pet Splice Lengths & Splice Locations p P-Ac E] Fail Failceptn Ew—roper Chairing and, Concrete Cover 2-ikc-c—ept n Fail Proper Securement of Reinforcing 0<cept nFail EJ Proper Layout of Post Tensioning: TendonsI - Accept FJ'Fail Proper Drape of Post Tensioning Tendons Accept F-1 Fail Proper, Sheathing &Anchor Reinforcing Accept F] Fail Other Accept Fail Criteria ,utilized -as inspection; reference: Structural Drawings Sheet(s),Y._'/ 9 Detail(s) El Shop Drawings El Other Dated: A3 h Remarks: NM lINSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client:.' -e4 A 1. Vk - -•iiA'7 Project Name:Ym—fVAe PSI Project No.. _521 / - ly --OS'7Z_ Area of Inspection- F 0--ound6tioh C=Iumn:fII . 0 Slab Elstair 1:11, Other Date: ? Reinforcing Steel Placement Elevation/Floor: 5,* PV j-> h I e- S7A-t- _ Plan Location:.7.6L-4%Luw--& pit/ 04 swa 12Nz;-' SIJ3 VV ON5W(o 1,/A& -530*7 %Je, -51V l 5IA/,'(01 Y aq slis hil '3um '52jj)Z7Z:) 5ida-.5- 0 Conditions/ Go'nstruction In'spectedl: O` P'r Sizing cot Support of Formwork Leer Sizing & Gracile of Bars E! P::-o IperQu6ntity, Spacing &Layout alp- Lgper8 p-liGe Lengths,,& Splice Locations Wtoper Chairing and Concrete Cover D- 1<6per Securemen-t o I f Reinforcing El Proper Layout of Post Tensioning I Tendons Proper Dfape: of Post Tensioning Tendons Proper SlIoat-hirig &Anchor Reinforcing Other O- Ac-cbept D ccept Fl- A-ccept Accept E- Accept ETAccept Accept Accept E] Accept F1 Accept Purtchlist lltewg E] Fail, Fail Fail Fail Fail Fail E] Fail Fail Fail Fail Criteria utilized As inspection reference: S btural Urawin s Sheet(s),5-S, RFI tructur9DetailsShop Drawings Other Dated: Remarks: April 44, 2019 City of Sanford 300'N, Park Ave, Sanford, FL, 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Pen -nit No. 18-3941 Sanford, FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold hispection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between March 1, 2019 and March 31, 2019, During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Walls Welded and Bolted'Connections Based on our observations it is our opinion the described structural load bearing components listed, with the exception of the items noted in our punch list, have been found to be constructed in a substantial accordance with the approved project plans and specifications and as modified by RFI's issued by the. ft;ucmgl,lIke`'' f Record. We have attached our representatives' reinforcing steel observation reports 7 r Rd ICS 0, ` ys etsio t e F rtdaREi pY.•'5i yS p iltrspeot ''s ; VU1897 s/ ONAL cC 31lgkfp s. gsoeakeAosaa.net Jennifer Taylor itavlorna,osaa.net Diane Crews dcrewsftosaa.net Darrel Presley Darrel.Pres1ev65!8anfordfliaov Steve Morey Steve. Fiorev(cDSanfordfl.aov Greg Fischer afischerAwalbridoe.com 501 Susan B. Britt Court • Winter Garden, FL 34787 Phone ( 407) 877-1354 a Fax (407) 654-7347 Florida Certification No. 6486 STRUCTURAL STEEL PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 2 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 31112019 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 2/20/2019 Welding not complete @ column (J-23) Unspecified splice @ (L-18.5) tube extension. Unspecified column splice @ J-18.6)@ roof line. Field welding inspection of truss frames never scheduled for splice, sheet no. 2-S305 detail A+B RFI FOR 2 3/1/2019 H.9-18.6) Column extension not addressed by en ineer.Main truss at 22 line shop weld insufficient RFI EOR/Weld 3 4 5 6 7 8 9 I I. • 591 Susan B. Britt Court a Winter Garden, Florida 34787 Phone: (407) 877-1354 a Fax: (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: 1,ndu`J /4wc Ga ''r A u Y4bc',.i DATE: pp JOB NO: 5 i11 —t +f —O PROJECT: knv nc` Ji GS; {ccMtn` lltinS.u REMARKS: I AREA OF INSPECTION I p - WallWall cj Column p Slab C3 /Stair pa Other REINFORCING STEEL PLACEMENT ELEVATION/FLOOR: PLAN LOCATION: , Q cwpc.a t W tf Gr A"P4 r•1f `i:-Iri I ; CONDITIONS/CONSTRUCTION INSPECTED: PUNCHLIST ITEM # CEf'PROPER SIZING & SUPPORT OF FORMWORK ACCEPT O FAIL g_PROPER SIZING & GRADE OF BARS 9ACCEPT ACCEPT O FAIL PROPER QUANTITY, SPACING & LAYOUT p FAIL . PROPER SPLICE LENGTHS &SPLICE LOCATIONS ACCEPT O FAIL p PROPER CHAIRING .& CONCRETE COVER O ACCEPT p FAIL p PROPER SECURENT OF REINFORCING O ACCEPT O FAIL p. PROPER LAYOUT OF POST TENSIONING TENDONS p ACCEPT O FAIL O PROPERDRAPE OF POST TENSIONING TENDONS O ACCEPT a FAIL C1' ?ROPER SHEATHING & ANCHOR REINFORCING 0/ ACCEPT I3 FAIL OTHER _ 3 ACCEPT 0 FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: 0 STRUCTURAL DRAWINGS SHEET(S)CQ--9l00_46•5" DETAIL(S) SHOP DRAWINGS G C._ } 0 OTHER Cr- 5 _'4 3 a DATED:—y"` This report shall not be reproduced, except in full, without the written permission of the laboratory Copies: Respectfully Submitted Date: Project: Inspector: Scheduled By: f Ins ID Report of Structural Steel Inspection 3/1/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) HIGH ROOF (3) Plan Area: Column Line Other MAIN TRUSS, COLUMN EXTENSION Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: H.9-18.6) COLUMN EXTENSION NOT ADDRESSED BY ENGINEER. MAIN TRUSS AT 22 LINE SHOP WELD INSUFFICIENT Reinspection Required: Deficiency Added to Punch -List; #'s #2 Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: SHOP WELD FOR E30201 CONNECTION CELLS FOR 1/4"FILLET, FIT UP FROM SHOP IS SKEWED, RESULTING IN INSUFFICIENT WELD Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Y Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 3/15/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) ROOF TRUSS Plan Area: Column Line 22 Other s of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: ROOF TRUSS NOT READY FOR INSPECTION Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: ROOF TRUSS NOT READY AT THE TIME OF INSPECTION. WILL RETURN FOR REINSPECTION TUESDAY 3-19-2019. Contractor is resoo any reinspections that may be Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IE s. tuEL7tFX ih"'1CAL htA'titR4ilS ix' KJ.'Vlltlalt74`.ir'1:U.:• FTK:CIFE84.Yi; Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 3/25/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ation of Inspection Services Provided: Floor Level (Elevation) ROOF TRUSS Plan Area: Column Line (J-K.10) (24-25) BAR JOISTS, COLUMN SPLICE AT (J7-24), PARTIAL DECKING/BOLTING Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: ROOF TRUSS NOT READY FOR INSPECTION j Reinspection Required: _ LJ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: WILL RETURN FOR FINAL INSPECTION WHEN SCHEDULED. i Note: Contractor is responsible for schedulinq any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IERRA L in Date: 3/28/2019 Project: Inspector: Scheduled By: Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) ROOF FRAMING/DECKING Plan Area: Column Line (J-K.10) (24-25) COLUMN SPLICE AT (K.3-25) VISUAL -ACCEPTABLE. Other PUDDLE WELDS & SCREW ATTACHMENT APPEARS TO BE PROPER SPACING AND AMOUNT of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; Vs Punch List Items Still Outstanding; #'s ditional Information: Reference Attachments to this Report Remarks: WILL RETURN FOR 18.6 LINE COLUMN INSPECTION Note: Contractor is responsible for scheduling anv reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TIERRA. cevficu a. 4,isti Date: 4/5/2019 Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION Inspector: JOHN LINSON Scheduled By: Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENSGLASS/SCREW ATTACHMENT Location of Inspection Services Provided: Floor Level (Elevation) OUTBOUND TICKETING Plan Area: Column Line (K.10-23) (K.10-18.6) SOUTH WALL 18.6-J)- (18.6-L) EAST WALL Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: SCREW ATTACHMENT OBSERVED APPEAR TO BE CORRECT SPACING & AMOUNT Note: Contractor is responsible for scheduling any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 C rim k.'FYYpca r u., t<arKRusfe Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 4/10/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: X Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENSGLASS/SCREW ATTACHMENT ration of Inspection Services Provided: Floor Level (Elevation) OUTBOUND TICKETING/CANOPY B Plan Area: Column Line (K.10-25) (K.10-23) SOUTH WALL & ROOFLI N-25)- (N-19) SOUTH WALL CANOPY B Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s OUTBOUND TICKETING ditional Information: Reference Attachments to this Report Remarks: SCREW ATTACHMENT OBSERVED APPEAR TO BE CORRECT SPACING & AMOUNT is responsible for schedulinq any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Y IEA i { +J t'Pli vd li;s`{4gm' n{Ai uiAi.4 `. Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 4/19/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) FIRST FLOOR Plan Area: Column Line 18.6 LINE Other X-BRACING of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: WELDS ARE UNDERSIZED IN MULTIPLE LOCATIONS El Reinspection Required: X-BRACING AND COLUMNS ON 18.6 LINE El Deficiency Added to Punch -List; #'s UNDERSIZED WELDS AT X-BRACING Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s nal Information: Reference Attachments to this Report Remarks: MARKED LOCATIONS ON STEEL OF UNDERSIZED WELDS AND NOTED TO CONTRACTOR is responsible for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IERRA F. fr i!'£.L'tiAtCtL ktA'IV.ItLUB :. t. v,..y, ,"E.414RN34:.fiiSvhfr5,. G^.AGt4C.JithC Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 4/19/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of'Inspection Services Provided: Floor Level (Elevation) FIRST FLOOR (SCREEN INSPECTION) Plan Area: Column Line CFS 406-CFS 410 (REFER TO DRAWINGS CFS 200) (H-9) 18.6-23 COLUMN LINE Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: WORK NOT COMPLETE AT TIME OF INSPECTION. A REINSPECTION WILL BE REQUIRED. BOTTOM TRACK NOT FASTENED Reinspection Required: _ LJ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: t Note: Contractor is responsible for schedulinq any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 ice.IRRAT GkCfIT°.i.`II 1.\l. • h4t'PVltlhfS*'fir_ t11'IIU1N7}tY. `T.tl •' Mf7LYl?!'.lil.'C Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 5/6/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Sc Floor Level (Elevation) Plan Area: Column Line ROOF LINE 45' 8.6-J) DRAWING EXH-3 Other STEEL BRACING AT COLUMN APPEARS TO BE IN CONFORMANCE WITH SUPPLIED DRAWINGS of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: j Reinspection Required: _ U Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 1"b A0 December 12, 2018 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Permit No. 18-3941 Sanford, FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between November 1, 2018 and November 30, 2018. During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Foundations Pedestals Based on our observations it is our opinion the described structural load bearing components have been found to be constructed in a substantial accordance with the approved project plans and specifications and ``k%pWii5?0,by RFI's issued by the Structural Engineer of Record. We have attached our e`p eVtzgi , jei r; ing steel observation reports for your record. sl olfu 4 o w = ntgr tv Ct r e(Aerr NQ, 7001897 1 f t l 1 11 % 00 CC George Speake, Jr. asoeake(c)osaa.net Jennifer Taylor itavlor(cDosaa.net Diane Crews dcrews(cDosaa.net Darrel Presley Darrel. PreslevCcDSanfordfl.gov Steve Fiorey Steve. Fiorey(Manfordfl.gov Greg Fischer cifischer(cDwalbridge.com Deborah Blanton Deborah. Blanton(cDSanfordfl.c ov 591 Susan B. Britt Court o Winter Garden, FL 34787 Phone (407) 877-1354 Y Fax (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client:. 2A1A;,?eA fDt2T /, iT, ,1 f 5- Project Name:ktoe o/TiC'li/.'1'-t% J31 PSI Project No. ,-// Date: 1 z /jam Area of Inspection: 0 Foundation Wall Column Slab El Stair El Other Reinforcing Steel Placement Elevation/Floor:&Zot. / t ov v .evS fjC77n wvd.-iro Plan Location: L7y7- TS&U VA TrGlt 2. 5 I*v6 aN_z5 t C ,-fir- k; 7 L Conditions/ Construction Inspected: punchlist Item # 0- Proper Sizing & Support of Formwork t Fail2Acce D- P*rSizing &Grade of Bars ccept Fail an ity, Spacing & Layout ccepf Fail _ r-oL`Pr Splice Lengths & Splice Locations 0. P ce tFail Pror Chairing and Concrete Cover kept Fail D-Proper Securement.of Reinforcing D ccept Fail . Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing &Anchor Reinforcing Accept' Fail El Other Accept Fail C ritteer' iaa utilized as, inspection reference: LJ Structural Drawings Sheets ;?-SIC Detail(s) z- IOSDr i- la RFI Shop Drawings Other Dated: Rema INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: 514Ar)6 AATd 7- 161t Project PSI Project. No. 5-1I ' '' Date: Area of Inspection: F 1oundation El Wall Column t= I. Slab Stair El Other Reinforcing Steel Placement, Elevation/ FlooreAl af&wyziJV.. 7z Plan Location: (,j07— ^+1 t-6 061CL-1 ,eZ-64'ow W(. f1Js(iWl 2 To • 1 7 lfi"m Woy--i i r/'.'7z.. , g t Cornditionst0onstructi® n Inspected: Punchlist Item fJ roper Sizing cot Support of Formwork KA cept Fail roper Sizing'& Grade of Bars Accept Fail Ef' ProPer Quantity, Spacing & Layout occcept 'Fail F, Ef P`roper Splice. Lengths &Splice Locations Accepf Fail 11" p'roper Chairing and Concrete Cover QAccept' Fail C Proper Securement of Reinforcing DAccept Fail Proper Layout of Post Tensioning; Tendons Accept F-1 Fail Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing & Anchor Reinforcing Accept, Fail El Other Accept Fair Criteria utilized as inspection reference: B Structural Sheet Drawings "J 0 r gis ). 'Z Detail(s)RFi El Shop Drawings 12. Other Dated: % Remarks: INSPECTION REPORT-- REINFORCED CONCRETE CONISTRUCTibN Client: Project Name: y cj PSI Project No.t'1-1'` " Date'. Area of Inspection: Foundation Wall E3 Column Slab El Stair Other Reinforcing Steel placement Elevation/ Floor 4LIAA Plan Location'Ro4ff AI- 2 Z- dVZIP/ W--7< CCondiitiions/Construction Inspected: Punchlist Itern #, 2 -Pro er Sizing & Support of Formwork Accept p Faill.d Proper Sizing' & Grade of Bars cept Fail BProper Quantity, Spacing & Layout kept Fail i raperSplice Lengths « Splice Location's Accept Fail, per Chairing and Concrete CoverAccept Fail L Proper Securement of Reinforcing O'Accept Fail El Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail Proper Sheathing &,Anchor Reinforcing Accept Fail Other Accept Fail Criteria utilized as inspection, reference: I-5-tructural Drawings 'Sheet(s) , -5/ C)2-- Detail(s) 2 "S l RFI Ell Shop Drawings Other Dated:y%/ I2 IM PECTIOIN REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: A - rY Project Name,., PSI Project -.No. i / l- j — Date:f Area of Inspection Foundation Wall olumn Q Slab Stair El Other Reinforcing Steel Placement Elevation/Floor 1f3rs %31 C tr 1 y4' % rv,> jol.-Z{5 /5" 0C6T5,;P C Plan Location: C%T' il.k / 'lr , `r zelll l Conditions/Construction Inspected: Punchlist Item # 2 er Sizing & Support of FormworkpgpP Accept Fail Pr.eper Sizing:: & Grad e of .Bars QAccept Fail ICJ, Pro er C uantity, Spacing a Layout Accept Fail _ 1. 'Pro r Splice Lengths a. Splice Locations cept Fail 5lId,'P, per Chairing and Concrete Cover Proper Securement Reinforcing ccept Fail of Accept Fail Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning- Tendons Accept Fail Proper Sheathing & Anchor Reinforcing Accept' Fail Other Accept Fail Criteria utilized as inspection reference: SIBtructuralDrawingsSheetisSJV2-61422- Detail(s) Z-S' iGs RF Shop Drawings Other. Dated: Q ' Z e)/-% Rema INSPECTION REPORTO- REINFORCED CONCRETE CONSTRUCTION Client: '12atiR2/t'iii,.'i Project Narne,r i JPSIProjectNo. 51il-ice p s-., Date: f -s Area of: Inspection: 2" undation El Wall . Column Slab' Stair Other Reinforcing Steel Placement Elevation/Floor:,a""Lrrs Plan Location:aT-&cjm,,-6 Pf4c 1hv-l?vUsctt i?{z%l's Gil f ftlii,rs l ,rz ?;5"r-Z J-.7-Z0,S, .7, J77--Zz _1>Z L2 Gonad-iitiioon slConstruction Inspected: Punchlist Item # Proper Sizing" a Support of Formwork ccept' Fail 1'roper Sizing Grade of Bars ccept Fail LPI:Y= 00'e r-Quantity, Spacing a Layout QAccept Fail L`1 r Splice Lengths &Splice Locations ['Accept Fail Proper Chairing and Concrete Cover ccept Fair Proper Securement of Reinforcing Accept Fail Proper Layout of Post Tensioning Tendons El Accept Fall Proper Drape of Post Tensioning Tendons Accept Fail Proper Sheathing & Anchor Reinforcing Accept Fail El Other Accept Fail. Criteria utilized as inspection reference:. Structural Drawings Sheet(s) 2--.510 Detail(s) - iO l RFI F] Shop Drawings Other ! Dated: D7/ 1'YI24! 7 Remarks: 4 May 1, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Permit No. 18-3941 Sanford, FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: MAY i 2019 Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between April 1, 2019 and April 30, 2019. During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Slab on Grade Welded and Bolted Connections Based on our observations it is our opinion the described structural load bearing components listed, with the exception of the items noted in our punch list, have been found to be constructed in a substantial accordance with the approved project plans and specifications and as modified by RFI's issued by the Struct ;rn1%4ti in jr o f Record. We have attached our representatives' reinforcing steel observation repot ` CW i neorCi r pFfRaLicensg o'*5 Spi2 eja gp 9 co`01897 CC George Speake, Jr. gspeakena.osaa.net Jennifer Taylor itaylor(a)osaa.net Diane Crews dcrews(a)osaa.net Darrel Presley Darrel. Presleya(.Sanfordfl.gov Steve Fiorey Steve. Florey(LDSanfordfl.goy Greg Fischer gfischer(a)walbridge.com 591 Susan B. Britt Court a Winter Garden, FL 34787 Phone (407) 877-1354 a Fax (407) 654-7347 Florida Certification No. 6486 STRUCTURAL STEEL PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 2 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5l1/2019 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 2/20/2019 Welding not complete @ column (J-23) Unspecified splice @ (L-18.5) tube extension. Unspecified column splice @ J-18.6)@ roof line. Field welding inspection of truss frames never scheduled for splice, sheet no. 2-S305 detail A+B RFI FOR Accepted by FOR 5/3/2019 2 3/1/2019 H.9-18.6) Column extension not addressed by en ineer.Main truss at 22 line shop weld insufficient RFI EOR/Weld Accepted by FOR 5/3/2019 3 4/19/2019 Undersized welds @ x-bracing 18.6 line Repair Repaired 4/22/2019 4 5 6 7 8 9 INSPECTION, REPORT-- REINFORCED CONCRETE CONSTRUCTION Clien11t: 7%fi,Yt / 1 1 t Project Name:: —t lf M-r'7Z mast 15iV tti PS3 Project NoDate: ' Area of ,Inspection: El Foundation Wall c olu n Slab El Stair Other Reinforcing Steel Placefnent Elevation/ Floor:52at'j C. PlanLocation: cml i > Ile 8'97M', ZZ- 70 -" Conditions/Construction Inspected: E-, P ra er Sizing & Support of Formwork Pro -erjzing & Grade of Bars L -15r' cro Or`ouantity,,Spacing & Layout J P' r per Splice' Lengths Splice Locations Pro erChairing and Concrete Cover t"Proper Securement`of Reinforcing Proper Layout of Post Tensioning; Tendons Proper Drape of Post Tensioning Tendons Proper Sheathing & Anchor Reinforcing Other Criteria utilized as inspection reference: PIV ' Pundhlist Item DAccept Fail kept Fail fEftAccept- Fail El -Accept Fail cept . Fail kept Fail Accept Fail Accept Fail Accept Q Fail Accept Fail P"Sfiructural Drawings Sheet(s) I Qe ta[(s) RI=1 Shop Drawings El Other Dated: ,f Remarks; SI.EA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 4/5/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 f Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENSGLASS/SCREW ATTACHMENT Location of Inspection Services Provided: Floor Level (Elevation) OUTBOUND TICKETING Plan Area: Column Line (K.10-23) (K.10-18.6) SOUTH WALL 08.6-J)- (18.6-L) EAST WALL Other Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s nal Information: Reference Attachments to this Report Remarks: SCREW ATTACHMENT OBSERVED APPEAR TO BE CORRECT SPACING & AMOUNT I Note: Contractor is responsible for schedulinq any reinspections that may Tierra, Inc. 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Date: 4/10/2019 Project Inspector: Scheduled By: Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: ElInitial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENSGLASS/SCREW ATTACHMENT ration of Inspection Sc Floor Level (Elevation) Plan Area: Column Line Other OUTBOUND TICKETING/CANOPY B K.10-25) (K.10-23) SOUTH WALL & ROOFLINE, OUTBOUND TICKETING 19) SOUTH WALL CANOPY B of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: j Reinspection Required: 1_ J Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: SCREW ATTACHMENT OBSERVED APPEAR TO BE CORRECT SPACING & AMOUNT Note: Contractor is responsible for scheduling any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 x t IEE. Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 4/19/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided:, 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) FIRST FLOOR (SCREEN INSPECTION) Plan Area: Column Line CFS 406-CFS 410 (REFER TO DRAWINGS CFS 200) (H-9) 18.6-23 COLUMN LINE Other Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: WORK NOT COMPLETE AT TIME OF INSPECTION. A REINSPECTION WILL BE REQUIRED. BOTTOM TRACK NOT FASTENED Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; Vs anal Information: Reference Attachments to this Report Remarks: Note: Contractor is resoonsible for scheduling anv reinsoections that may be reouired. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 Phone (407) 877-1354 • Fax (407) 654-7347 THIRA 2'?,rt'1171g5 1tE. fTY`C4ti jtp'3, :`: Date: 4/19/2019 Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) Inspector: JOHN LINSON Scheduled By: Project No.: 5111-18-052 Type of Inspection Services Provided: 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) FIRST FLOOR Plan Area: Column Line 18.6 LINE Other X-BRACING of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: WELDS ARE UNDERSIZED IN MULTIPLE LOCATIONS Reinspection Required: X-BRACING AND COLUMNS ON 18.6 LINE El Deficiency Added to Punch -List; #'s #3 UNDERSIZED WELDS AT X-BRACING Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: MARKED LOCATIONS ON STEEL OF UNDERSIZED WELDS AND NOTED TO CONTRACTOR Note: Contractor is responsible for scheduling any may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 t e k ft Date: 4/22/2019 Project: Inspector: Scheduled By: Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN UNISON Project No.: 5111-18-052 pe of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Sc Floor Level (Elevation) Plan Area: Column Line OUTBOUND TICKETING 18.6 LINE Other VISUAL INSPECTION OF X-BRACING ON 18.6 LINE s of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s _ ElDeficiency Removed from Punch -List; #'s #3 Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: RETURN FOR REINSPECTION ON 18.6 LINE COLUMN MODIFICATION INSPECTION Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 tiTIERRA Date: 4/30/2019 Project: Inspector: Scheduled By: Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 n Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other cation of Inspection Services Provided: Floor Level (Elevation) .5 TO HIGH ROOF. Plan Area: Column Line (18.6-J) COLUMN MODIFICATION. (18.6-K) COLUMN MODIFICATION. 18.6-k.10) COLUMN MODIFICATION (J-18.6) el 30' INSTASLLED ANGLE SEAT Other s of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; Vs #1, #2, #3, PENDING LETTER FROM FOR ditional Information: Reference Attachments to this Report Remarks: INSPECTED REPAIRED BAR JOIST AT (19-K.7) INSPECTED ANCHOR BOLTS (K.10-18. TUBEIWALL CONNECTION is responsible for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 a vIL _ 0 May 1, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 3 Terminal B Outbound Building Permit No. 18-003969 Sanford, FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between April 1, 2019 and April 30, 2019. During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Foundations Masonry Walls Tie Beams Based on our observations it is our opinion the described structural load bearing components have been found to be constructed in a substantial accordance with the approved project plans and specifications and as modified by RFI's issued by the Structural Engineer of Record. We have attached our rep r ese6t,pltjyj' reinforcing steel observation reports for your record. el AA1 r---;:sue•, hnr.S ne, P.E. t Stmor t T C(YF loci icensep c 1`1 ecial4Qpr's6*,001897 C' I r?e'Speak ,N%% gspeake(d)osaa.net Jen niJrhlaybV jtaylor(o osaa.net Diane Crews dcrews(a osaa.net Darrel Presley Darrel. Presleyna.Sanfordfl.gov Steve Fiorey Steve. Florey(7Sanfordfl.goy Greg Fischer gfischer(a)walbridge.com 591 Susan B. Britt Court o Winter Garden, FL 34787 Phone ( 407) 877-1354 • Fax (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client: -1 i f dn--T,i7 O s7." Project Name: omezzb ,4i/ d T ,fie t L -7C ' cm l -L,QI — PSI Project No., 511 1 - 0 5 2 Date: Area of Insp tIon, Reinforcing Steel Placement Foundation / wall Elevation/Fioor: 77 l:1 ' , •,ti Svye LC 11 Column Slab Plan Location:..2.M,p,v;v.A &Zb4j, El i , CG/%i y u ro•1. Stair Qom/ SF r'1S -IMPSyr S'G 1 Z,50El Lrl1Snth N Other 6 rT- 0IV 5Lt/ /_5 YWF 7-0 5 W 6 i9A24 atJ oL' A-1 o ii iDA n` c9 r! S'L 71 Lt/ J /.. Conditions/ Construction Inspected: Punchlist Item # ham, P per Sizing & Support of Formwork Proper Sizing &Grade of Bars Accept Fail, Ll" Pr per Quantity, Spacing a Layout Accept Accept Fail Proper Splice —Lengths. «Splice Locations Accept 0 Fail _ er Chairing acid Concrete Cover L Vroper E Accept0Fail Fail Securement of Reinforcing Accept n ]ail, Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail Proper Sheathing «Anchor Reinforcing Accept Pail Other Accept Fail Structural eria utili ed as inspection reference: Drawings Sheet(s)3'S16-}..-Y/o&DetaiI(s) z `7 RF Shop Drawings Other Dated: x "7 INSPECTION DEPORT-- REINFORCED CONCRETE CONSTRUCTION Client: 5 0_6 Project Name: AOG5Z_ AIRAw.%~ ?J'1/` 'ZP dC}J /G/ / PSI Project No:.5%JJr 4' — eiS-Z Date: Arreaa of Inspection: 91oundation 1 Wahl Slab Stair Q Other Reinforcing Steel Placement Elevation/Fioor:4 " 0 ! ,1 .,rr to S /1 +% Plan L.ocation_XA! ,^,-Z Qa S'it, t`avi 'LclS 7'lcd l v ,S . `S'Z> t tr rr%nlGe-? ON ConSLrucuon Inspected: on-t I unchlis Iferin io'n`s 1 Proper Sizing CC Support of Formwork Piro Sizing &Grade of Bars ffftcept Fail per Dj Accept Fail Q_rror 6uantity, Spacing & Layout Proper Splice Lengths & Splice Locations Accept Fail _ r, Chairing and Concrete Cover accept QAccept Fail Fair Proper Securement of Reinforcing accept El Fail El Proper Layout of Post Tensioning Tendons ElAccept ElFail Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing & Anchor Reinforcing Accept Fail Other Accept p Fail Criteria utilized as inspection reference SCJtructuralDrawingsSheet(s) 7_ 10 Detail(s) y RFI Shop Drawings Other Dated: 7//i41% Rem INSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client:e-1r Project Name:' WkAZ. 3 7 33ris,:JI — PSI Project No. Date: / /d Area of Inspection: FoUndaon i'"IlVall Column Slab 11 Stair El Other Reinforcing Steel Placement. Elevation/Floor: ,a rec rtti`b Plan Location: N.c+c t'1 L- i _, y — Crr r ntL td S , Conditions/Construction inspected,: Proper Sizing & Supportof Formwork Proper Sizing & Grade of Bars E Proper Quantity, Spacing & Layout Proper Splice Lengths &Splice Locations El Proper Chairing and Concrete Cover Proper Securement of Reinforcing Proper Layout of Post Tensioning Tendons Proper Drape :of Post Tensioning Tendons Proper Sheathing & Anchor Reinforcing Other Punchiist Item D- Ac cept Fail 18 ccept Fail ccept: Fail . — ccept _.. Fail ccept _ Fail 0 cccept'- Fail Accept F1 Fail Accept Fail Accept Fail Accept Fail Criteria utilized as inspection reference L' JStructural Drawings Sheens , Sl Dcta l(s)lkiht ' RFI 1: 1 Shop Drawings El Other Dated: ,, Remy INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client/- /•e--,'c.7 f''1''S- Project, Name: PSI Project Ne;;5//l — le — 0 SJ Z- Area of Inspection: 0 Foouun-d-att'ion Q all. Colurnn D Slab Stair EJ Other Date: 'i',/ / l / Reinforcing Steel Placement Elevation/Floor:6a",f. , L 70 !q'H&.'Al 21 0Ze,uJ-C Plan Location:_-W&L Conditions/Construction Inspected: Pimichlisf Item Proper Sizing' & Support of Formwork P_roopper_.Sizmg. & Grade of Bars accept Fail 2> rPopenQuantity, Spacing a Layout J"Accept D(Ccept- El Fail Proper Splice Lengths & Splice Locations EJAccept F1 Fail _ Fail ProeChairing and Concrete Cover Accept Fail Proper Securement'of Reinforcing E-inept` Fail El Proper Layout of Post Tensioning Tendons Accept Fail ` El Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing & Anchor Reinforcing Accept Fail El Other Accept Fail Criteria utilized as inspection reference: El Structural Drawings Sheet(s) 3--.! L 1_7 Detail(s) P.FI Q Shop Drawings E1Other Dated: Remarks: INSPECTION REPORT— 1EINFOR D CONCRETE CONSTRUCTION Client: ymdh' ' lS Project Name:rliG fj,2,'%1% nl + 'h ltirJ r S PSI Project No. 51/1 ' 0,5_ _Z_ Date: 1-11zs Area of lnspectio; Foundation Wall EJ Column Slab St*- Other Reinforcing Steel Placement Elevation/Floor: Zi a LayjU_ f2' ,rLs 6&-v Plan Location: X3'`L' _Zr1&A z V_A Conditions/Construction Inspected: Punchlist Item # E -oper Sizing & Support of Formwork Acc ;tp Fail operSizing & Grade of BarsAccepf Fail rrP roper Quantity, Spacing &Layout 3 per Splice Lengths & Splice Locations kept Fail Zro ccept Fail per Chairing and Concrete Cover 0Accept Fail C1 Proper Securement of Reinforcing Accept Fail Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail Proper Sheathing & Anchor Reinforcing Accept Fail Other Acceptp Fail Crritteerri'a utit lized as inspection reference: Struct ral Drawings Sheets -a U 1Detail(s) 3 RFI ' —1.2 Shop Drawings - Other Dated:._ INSPECTION REPORT- REINFORGED CONCRETE'CONSTRUCTION Client: z AaQwz Project Name• j Al2A9i PSI Project No. S,'/` Area o--f''Inspection: 9-`Foundation wall . Column i Slab El Stair C1 other Reinforcing teelPlacement Elevation/ Floor:i C' i Star Plan; Location:.-PV46 16-''a ldl7'- 6f. Al + s° i'4i S E f lJtca, JS- 671V aC-- Z / AA ' WIS— . S'&J4 5WC, 4,AI.513 -ZJSWa OonditionslConstruction Inspected: Pdrichlist Item #' C"J ProProperSizing & Support of Formwork T "crept Fail ETP-roerSizing & Grade of Bars jA cept' Fail Pro er- uantty, Spacing Layout Accept- Fail Cml LD" Proper Splice Lengths 'a Splice Locations Aecept Fail roper:.Chairing and Concrete Cover MAccept , Fail Proper Securement of ReinforcingEl Accept ail EJProper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing & Anchor Reinforcing Accept Fail Other Accept' Fail Criteria utilized as inspection reference: l Strueturai Drawings Sheets) µ-SI e)t Detail(s) RFI Shop Drawings Other Dated.- :J W I -ff41 February 8, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Permit No. 18-3941 Sanford, FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between January 1, 2019 and January 31, 2019. During this period, our representatives have inspected subgrade soils, formwork, reinforcing steel placement and concrete placement and consolidation in the following general locations: Mezzanine Deck Beams Wall Welded and Bolted Connections Foundations Based on our observations it is our opinion the described structural load bearing components have been found to be constructed in a substantial accordance with the approved project plans and specifications and aplalWYJd byz RFI's issued by the Structural Engineer of Record. We have attached our rek*s(gt ivL§ togsteelobservationreportsforyourrecord. O NS '•. ''.. Zes edtftrify brtStted, ZUE. 211 J et r'IiftpOP 1`4,0 i 'c0tts N6 Spe s t k' eOO1897 CC George Speake, Jr. ospeake(cDosaa.net Jennifer Taylor itavlor(cDosaa.net Diane Crews dcrews(ccDosaa.net Darrel Presley Darrel. Presley(cDSanfordfl.gov Steve Fiorey Steve.FioreyCcDSanfordfl.nov Greg Fischer afischer(a)waIbridge. corn 591 Susan B. Britt Court • Winter Garden, FL 34787 Phone ( 407) 877-1354 • Fax (407) 654-7347 Florida Certification No. 6486 Date: Project: Inspector: Scheduled By: IEERRA Report of Structural Steel Inspection 1/14/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION OUTBOUND TICKETING (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Se Floor Level (Elevation) Plan Area: Column Line o'er H.9-K.10)-(25-22) TERMINAL B. (L-N)-(25-20) CANOPY B Other BEAM/ BEAM, BEAM COLUMN,COLLIMN ANCHOR BOLTS, BAR JOIST WELDS of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: DECKING TO BE FINISHED FROM (20-18.6) ON CANOPY B I Note: Contractor is responsible for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 1.1EERRA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 1/15/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ation of Inspection Services Provided: Floor Level (Elevation) SECOND Plan Area: Column Line CANOPY B 18.6 (L-N) Other DBL C-CHANNEUPERCH TO WALL EMBED s of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TIERRA 591 Susan B. Britt Court a Winter Garden, Florida 34787 Phone: (407) V7=1354 o Fax: (407) 654-7347 Florida Certification No. 648E INSPECTION DEPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: n c c llnociGtii DATE: q— 3-0 T_ .., JOB NO: t11—4s ClSa- PROJEGT:'S'.c ten(rs''` cni`iix^ AREA OF INSPECTION Foundation Wall p Column Slab Stair Ugj' Other REINFORCING STEEL PLACEMENT ELEVATION/FLOOR: 9"S ,cu- t PLAN LOCATION: , dc'WdA CONDITIONSICONSTRUCTION INSPECTED: P. UNCHLIST ITEM'# PROPER SIZING & SUPPORT OF FORMWORK ACCEPT El FAIL p PROPER SIZING `& GRADE OF BARS ACCEPT FAIL. p PROPER QUANTITY, SPACING & LAYOUT ACCEPT C3 FAIL. EM PROPER SPLICE LENGTHS & SPLICE LOCATIONS ACCEPT FALL CONCRETEr-3 PROPER CHAIRING & COVER ACCEPT FAIL PROPER SECURENT OFREINFORCI G p ACCEPT FAIL PROPER LAYOUT OF POST TENSIONING TENDONS p ACCEPT FAIL p PROPER DRAPE OF POST TENSIONING TENDONS ACCEPT m FAIL PROPER SHEATHING -& ANCHOR REINFORCING CI CCEPT h FAILMfOTHERScACCEPTFAIL CRITERIA, UTILIZED AS INSPECTION REFERENCE; STPRUCTURALDRAWINGS SHFET(S)_l-5604 DETAIL(S) RFI SHOP DRAWINGS° M OTHER DATED: REMARKS: This report shall not be reproduced, except in full, without the written permission of the laboratory Copies: Respectfully Submitted TwRRA iNC: INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client. - Project Name: PSI Project No. Date: Area of Inspection: 11 Foundation F-1-V-Va`1T 0 column 10 Slab 0 Stair n Other Reinforcing Steel Placement Elevation/Floor:aJYet-'-VA Plan Location: Ov7- )W`2 OA/ 4('eVZVM^J4 lVg Ze 173 70 z zf ConditionslConstruction Inspected: Punchlist listItem '# DIP' rol- rSizing &Support of Formwork pC:C EI,Accept E] Fail Pr- 0 r Sizing 0 Grade of Bars LEI Pro E] Fail rgper Quantity, Spacing & Layout proper D- Accept Fail_ - El Splice Lengths & Splice Locations EJ Accept E] Fail 915' r-o—per-Qh airing and Concrete.Cover jkccept Fail Proper Secu,rement of Reinforcing EJ-A-66ept Fj Fall Proper Layout of Post Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons E] Accept Fail El Proper Sheathing (0y. Anchor Reinforcing E] Accept Fail El Other_ Accept F] Fail Griteria utilized as inspection reference: la" Strubtural Drawings Sheet(s)2-S/'042 Detail (s)-.../Z) RFI Shop Drawings Other Dated: 7 Remarks: '? U/36-2u /ort -z - Cyntl ' J tivlbmielv INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: 1 Project Name:1i /T 11>?r!!'Li !3'',r r1 J 111T% % PSI Project No. Date: Area of Inspection: Foundation IfO— all Column Slab Stair Other Reinforcing Steel Placement Elevation/Flobr:4jeervr rLIy`LsL Z jc'%iri t Plan Location: CMG du %ll !l , ! e7AIats4.r 7- z zr r7 7C Z: Conditions/Construction Inspected: uncHlist Item ET—Proper Sizing « Support of Formwork Accept r] Fail Proper Sizing & Grade of Bars Accept Fail B PP °per C-uantity, Spacing & Layout` kept Fair_ 1Proper Splice. Lengths & Splice Locations ErAccept Fail per Chairing and Concrete Cover2:pp rrooper ccept Fail Securement of ReinforcingE Xccept Fail Proper Layout of Post Tensioning Tendons Accept 0 Fail., Proper Drape of Post Tensioning Tendons Accept Fair El Proper Sheathing & Anchor Reinforcing Accept F] Fail Other Accept Fail Critetia. utilized as inspection reference: i I Structural Drawings Sheet(s),7-$`01 2-- ,05 Detail(s) /V RFI Shop. Drawings Other Dated: ? 4'?1 !- 0 Remarks: 5c%6; m,5-A 2 7 7 i7t,1 INSPECTION REPORT-- REINFORCED, CONCRETE CONSTRUCTION a Client: t 64/ Project Name ar. g1t 1- PSI Project No..l Date: Area of inspection: oundation El Wall Column Slab Stair Other r Reinforcing Steel Placement r Elevation/Floor: Zz Plan Locatiori`0,1r7,,A to Pe 4z- -7 XZ, G Conditions/Construction Inspected: Punchlist Item<#` 0"ProSizing & Support of Formwork Accept Fail r Sizing « Grade of Bars accept: Fail F roper Quantity, Spacing & Layout M Accept Fail aer Splice Lengths & Splice Locations Accept Fair er Chairing and Concrete Cover 7!- c_ ept El Fail P perSecurernent of Reinforcing ept F1 Fail El ProperLayout of Post Tensioning Tendons Accept Fair El. Drape of Post Tensioning Tendons Accept Fail Proper Sheathing & Anchor Reinforcing Accept Fail Other Accept Fail' Criteria utilized as inspection reference: Structural Drawings Sheet(s)2--51 C) Detail(s) ZSiO % W F.3 RFI Shop Drawings Other Dated- 7 / 41— 17-611' Remarks: INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: Project Name. PSI Project No. %/ Area of Inspection: Foundation Wall Q Column-' f . Stair. Date.-J/ 7& Reinforcing Steel Placement Elevation/Floor:Z/06 rG s2 /}i Z f2 ( a, k_— Plan Location: Conditions /Construction Inspected: Punch Item: oper Sizing 0 Support of Formwork Acce tRoper Fatl Sizing & Grade of Bars Accept Fail roper Quantity, Spacing a Layout Acce t. Fail _ Splice Lengths Splice L Acce tProperaLocations J p Fail L1 P /oper Chairing and Concrete Cover ,q t p Fail Proper Securement of Reinforcing ® ccept [] Fail ProperLayout of Post` Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing a Anchor Reinforcing El Accept Fail E Other Accept Fail Criteria utilized as inspection reference: tural Drawings Sheet(s) ' a5ZU[f gt(s) Details 0 Shop Drawings _Z0 1 El Other Dated: l Remarks: 2 - 20 [$ Z__' 5Z' (--)l INSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION C I ient: swwe-e-X6,41 Project PSI Project No., ltl --I Date: Area of Inspection: 11 Foundation U-VraIl Column Slab Stair Other Reinforcing Steel Placement EIevation1FIoor:67,.&,.,.t,.. 4--Y12D0 0- T12 PIanLocation: 1/)(_J-/:Cl6 Z/76kZT77- JAI 1C., 2 7-0 T,? ConditionslCon struction Inspected: Punchl-ist Item 4 Sizing ' a, Support of Formwork 015-roper 2A-cdept F-1 Fail FProperSizing ('24,Grade of Bars Pro, per E Accept F] Fail Quantity, ' Spacing &, Layout T-Accept F" El Fail er Splice Lengths Splice Locations Z0012E-Accept Fall hairing and Concrete Cover Accept E:1 rail ropOr Sedurement of Reinforcing i ccept n Fail Proper Layout of Post Tensioning Tendons F _] Accept Fail Proper Drape of Post Tensioning Tendons EJ Accept F1 Fail Proper Sheathing 8); Anchor Reinforcing 0 Accept nFail El Other E] Accept F] Fail Criteria utilized as inspection reference: 0- S--t-ructural Drawings Sheet(s) Z:5-101,-2-510 RF1 Detail(s) El Shop Drawings Other Dated. 7 -7 120 / Remarks: r L & June 11, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention;: Mr. Dave Aldrich.CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 3 Terminal B Outbound Building Permit No. 18-003969 Sanford, FL Tierra Project No. 5111 - 18-052 Dear lblr. Aldrich: Tierra Inc. has been performing threshold- inspection services on the structural load bearing components for the referenced project. These services were performed. in accordance with the Threshold_ Inspection Plan and were coordinated through Walbridge''s on site construction team. Tl is report summarizes out activity. between May 1, 2019 and May 31, 2019, During ,this period, our representatives have inspected subgrade soils, formwork, reinforcing steel, placement and concrete placement and consolidation in the following general locations: Pedestals Foundations Masonry Walls Tie Beams Based on our observations it is our opinion the describedstructural load bearing components listed, with the except,ign1pfrgl?,-it ems noted in our punchlist have been found to be constructed in a substantial accord , e``''it3, } peed project plans and specifications and as modified by R:PI's issued by the Str` s_ ltigir e60 eyrd. We have attached our representatives' reinforcing steel observation ep f lTl-yittted; OF FlorridaA 1 11Pry S'1 1y Special Inspector' s No. 7001897 CC George Speake, Jr. gspeakeCc osaa.net Jennifer Taylor haylorAosaa,net Diane Crews dcrewsAosaa.net Darrel Presley Darrel. PreslevcDSanfordfl.gov Steve, Fiorey Steve.FiorevCmSanfordfl.gov Greg Fischer qfischbr@walbtidge.com 591 Susan B. Britt Court a Winter Garden, FL 34787 Phone (407) 877-1354 a Fax (407) 654-7347 Florida Certification No. 6486 THRESHOLD PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 3 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5/1/2019 DESCRIPTION: THRESHOLD INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 4/25/19, 5/1/19, 5/8/19, 5/8/19 4 Sets of cylinders did not meet 28th day strength requirments. Acceptance from Structural Engineer required TIERRA STRUCTURAL STEEL PUNCH LIST PROJECT NAME: SAN AIR EXPANSION PH 3 PROJECT NUMBER:5111.18-052 FIELD TECHNICIAN: Carlos Lopez DATE OF REPORT: 6/5/19 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REOUIRED REINSPECTION REINSPECTION TIME DATE CLOSED 1 5/9/2019 excessive gap @ base of HSS (sw13.2) (swd /swf) el. 12 ft RFI FOR 2 5/9/2020 shear tabs were welded @ el. 16ft (sw5) line (801 B16) also done @(sw7/swB) (801 B11) RFI FOR 3 5/9/2018 tube steel along the (SW1 1 /SWF-SWD) line was modiffied El 13 4 RFI FOR 4 5/9/2018 Beam was thermally cut 801 b16 (sw7/swB) RFI FOR 5 6 7 8 9 TIES GPdTIi17R{l U: •"FiAI7{HtAIB r. 111RI7/.L1fk:RIIE,. , ETC;4`1 F.RL•1/i'`. Report of Structural Steel Inspection Date: 5/9/2019 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (PH. 3 Inspector: CARLOS E. LOPEZ Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ANCHOR BOLTS ration of Inspection Services Provided: Floor Level (Elevation) E1. 11'-2"-15-6 SECOND LEVEL E1 31'-61/2 ROOF Plan Area: Column Line (SW8-SW 15) (SWF- SWD) (SW6-SW5) Other Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: HSS THAT ATTACHES TO 801 B34 & 801 B19 HAS AN EXCESSIVE GAP LOCATED AT (SW 13-2) (SWD-SWF) NORTH & SOUTH SIDES E1.12'. TUBE STEEL ALONG THE SW11 LINE E1. 13.4 HAS BEEN MODIFIED. ON THE SW5 LINE El. 16' CONNECTION WAS WELD AT SHEAR TAB (801 B16). THIS WAS ALSO DONE AT (SW7 & SWB) 801611 E1. 15.6 RFI Reinspection Required: Deficiency Added to Punch -List; #'s #4 Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s onal Information: Reference Attachments to this Report Remarks: JOIST SEATS: ACCEPTABLE P.A: ACCEPTABLE, BOLTING: ACCEPTABLE ANCHOR BOLTS: ACCEPTABLE Nnte- Contractor is resoonsible for scheduling anv reinsoections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: S4'yi-P, l r Pyre p f% V t'1 icr i Project Name.-5, rn9 A1?,.'-( 7zFfw, /rK PSI Project No. i/ /- Off'?, , Date: Area of Inspeotion: Foundation wall- B Column L-1. Stab Stair Other Reinforcing Steel Placement Elevation/Floor: Ckcvivt!5 L 7e) I ivgg,` Plan Location:..?7,/1& &1_ _, AV-3 &—b -_5 s 0 l s S'li 1:--SGcL SCvz—S'C ICj 551,J261 S'Z y/ Conditions/Construction Inspected: I Punchlist Iterin ## rroper Sizing & Support of Formwork Accept Proper Sizing &Grade of Bars Accept Proper Quantity, Spacing & Layout 0 Accept 0 Proper'Splice Lengths & Splice Locations DAccept Proper Chairing and Concrete Cover Accept Proper Securernent of Reinforcing Accept Proper Layout of Post Tensioning Tendons Accept Proper Drape of Post Tensioning Tendons Accept Proper Sheathing & Anchor Reinforcing Accept Other Accept Criteria utilized as inspection reference: Fail Fail Fail Fail Fail Fail Fail Fail. Fail Fail 11'8tructural Drawings Sheet(s). 2e Details) 3 RF Shop Drawings Other Dated: Remarks: WSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client: 5n'VP-7e-/N P roj e ct Name: Z--W'0kV-9 ect', PSI Project No, Date: Area of Inspection: Fou d' a-tion all El column Slab Stair 0 Other Reinforcing Steel Placement Elevation/Floor:C11 A.A.y-A -,IV 0&1 15 7V 2d,' /,Vv6 e,i AW Plan Location: _AVAffiLa*6 cef"t'v Fz'eT/W4 A+ tr&/ eWVM'w-1xtV Yuzi' -3tV41j'Vb 510 2,q ":QV d Conolitio-ns/Gonstruct1ion Inspected: Punchfist Item # er npSizi - 4,& Support of Formwork F, -Acc pt Fail PP, Toper Sizing; Grade of Bars ffAccept F Fail Proper ,Quantity, Spacing & LayoutPP 0-)ccept R Fail coper,SpliGe Lengths Splice Locations Accept El Fail Ef-propOr C'h-airihg and Concrete Cover Q-Ac'cept 1 Fall 1;Proper Securementof Reinforcin 9 fj-A—cCept F] Fail Proper Layout of Post Tensioning Tendons Accept Fj Fail Proper Drape.pf Post Tensioning Tendons Accept Fall Proper Sheathing &Anchor Reinforcing F-1 Accept Fail Other Accept Fail Critetiautilited, as inspection reference: R- S'tructural Drawings Sheot(s) 3- 1 C-7 Detail(s) R I F1 Shop Drawings j 3 (j, M Other Dated: ' 7 // q1Z 7 Remarks: INSPECTION REPORT— REINFORCED CONCRETE CONSTRUCTION Client: Y~'O Project Name/,A/IfAew 7— PSI Project No. -- /--U S"Z.. Area of Inspection: Foundation Wall Column. U Slab Stair Other Date: Reinforcing Steel Placement Elevation/Floor: Z f 7er. aiz"'W-b Plan Location:..Z4 yb 51dX,/5'c- 7W, Jt4rzt JsrdZIf 0 v 5LI L 61GW, Y1k"2/ le SW241 Conditions/Construction- Inspected: 0"Pro.per Sizing & Support of Formwork 0 Proper Sizing & Grade of Bars 0 Proper Quantity, Spacing & Layout Proper Splice Lengths & Splice Locations Proper Chairing and Concrete Cover oper Securement of Reinforcing Proper Layout of Post Tensioning Tendons Proper Drape of Post Tensioning Tendons Proper Sheathing & Anchor Reinforcing Other Criteria utilized as inspection reference: Structural Drawings El Shop Drawings Other Dated: -7%-/J/ 7 Remarks: Sheet(s) -3 --, O 6 Punchlist Item # 0-Arcept F Fail Accept Fa if Accept Fail _ Accept Fail O'Accept _ D Fail Accept Fail Accept Fail Accept Fail Accept Fail Accept Fail Detail(s) 3 RF INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: b Project Name:, Zl$f;ZZL6 PSI Project No. Area of Inspection: B 'Foundaition wall Column Slab El Stair M Other Elevation/Floor: Z Plan Location: Con,ditiorit/Construction Inspected: 111*0.per Sizing, 'a Support of Formwork Proper sizin0 & Grade of Bars Proper'Quantity, Spacing 'a Layout Proper Splice Lengths & Splice Locations 0—Propef Chairing and Concrete Cover 171-17-r—oper S'Pcurement of Reinforcing ProperLayout of Post Tensioning Tendons Proper Drape of Post Tensioning Tendons Proper Sheathing & Anchor Reinforcing Other Criteria. Utilized as inspection reference: a -Structural Drawings Sheot(s)3-5107 D Shop Drawings El Other Dated: 7// Remarks: Date: Reinforcing Steel Placement SWAI Punchlist Item EJ-Ac—cept n Fail n-Accept n Fail D-A—c—cept n Fall F—I-A-C-c6pt I Fail Accept F1 Fail Accept F1 Fail F Accept Fail Accept Fail Fj Accept Fail Accept F-1 Fail Detail(s 3,510(o 3, RFl. 3 INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: /lt r f it laeo:.T 7- r fiv'71 Z. Zp)r .:. i ;.. /4 1% Project N'ame:,5^.- A,41/1161r- PSI Project No. 6-111 — r _ G SY Date: Area of inspection: Foundation Wail r Column_ Slab Stair der --- 3 - ReInforcIn,g Steel Placement Elevation/Floor.'77 1&e-LIZ1' Plan Location:-Z v!&.c,7ct6am 771:01t- / llt t/d f3csw c LeG//z S<<ell? Conditions/ Construction Inspected: Z,,- Sizing, er Slzing;,& Support of Formwork. Grade of Bars E P er-Quantity, Spacing &: Layout l_., l P>:er-Splice Lengths Splice Locations 1 Pro er Chairing and Concrete Cover l" Proper Securement of Reinforcing Proper Layout of Post Tensioning Tendons Proper Drape of Post Tensioning Tendons El Proper Sheathing «Anchor Reinforcing Other Criteria , utilized as inspection reference: Structural Drawings Shop Drawings Other Sheet( s) 3-5so 3 Dated: % elz Remarks: fl Accept D ccept Accept A-- ccept Q Accept . Accept Accept Accept Accept Accept Detail( s) :4 6- Punchlist Item # Fail Fail Fail _ Fail Fail Fail Fail Fail Fail Fail RFI 591 Susan B. Britt Court a Winter Garden, Florida 34787 Phone: (407) $77-1354 o Fax: (40.7) 654-7347 Florida Certifieation No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: sajvy\ #', oa\ rrr nc ;\t( DATE: 57-dI, —11) pQ _ JOB NO: PROJECT: Srt,n3'uc\ t(lu l iai REMARKS: AREA OF INSPECTION C] Foundation a lil m. Column c \;t i p Slab p Stair p Other REINFORCING STEEL PLACEMENT, ELEVATION/FLOOR: 10 +ucy R,3+ ;m s Ca (urn 5 PLAN LOCATION: Ic J, r J1.11 ,. ti ] cam! id-. ) q t CONDITIONS/CONSTRUCTION INSPECTED: ROPER SIZING & SUPPORT OF FORMWORK ROPER SIZING &GRADE OF BARS PROPER QUANTITY, SPACING & LAYOUT PROPER SPLICE LENGTHS & SPLICE LOCATIONS 1PROPER CHAIRING & CONCRETE COVER d PROPER SECURENT OF REINFORCING O, PROPER LAYOUT OF POST TENSIONING TENDONS O PROPER DRAPE OF POST TENSIONING TENDONS C7 PROPER SHEATHING & ANCHOR REINFORCING C7 OTHER PUNCHLIST ITEM # ACCEPT p FAIL d ACCEPT p FAIL sCJ- ACCEPT p FAIL CACCEPT p FAIL ACCEPT p FAIL p ACCEPT O FAIL p. ACCEPT p FAIL p ACCEPT p FAIL C3 ACCEPT C] FAIL r- 3 ACCEPT C3 FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: STRUCTURAL DRAWINGS SHEET(S)3-q i u i DETAIL(S) RFI O SHOP DRAWINGS E3 OTHER DATED: /- Iq"I- This: report shall not be reproduced,;except In full, without the written permission of the laboratory Coples: Respectfully Submitted 591 Susan B. Britt Court o Winter Garden, Florida 34787 Phone: (407) 877-1354 o Tax: (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT REINFORCED CONCRETE CONSTRUCTION CLIENT: 54:<<}a.0 DATE: T ,-- JOB NO: _t;•—d 3 PROJECT:.na REMARKS: AREA OF INSPECTION 6undation 1NaI I p Column p Slab p Stair p Other REINFORCING STEEL PLACEMENT ELEVATION/FLOOR: ')" a F tuc t , ,. } !o r d s,., < ,tU PLAN LOCATION: lu'-o 1Nc) L 5w 9 CONDITIONSICONSTRUCTION INSPECTED: PUNCH ITEM # LIST PROPER SIZING & SUPPORT OF FORMWORK SIZING & GRADE OF BARS ACCEPT ACCEPT p FAIL FAILp/PROPER PROPER QUANTITY, & LAYOUT ACCEPT p. FAILL SPACING SPLICE LENGTHS & SPLICE LOCATIONS I/ p ACCEPT p FAILPROPER rPROPER CHAIRING & CONCRETE COVER ACCEPT p p FAIL nPROPER SECURENT OF REINFORCING p, ACCEPT p FAIL 1 PROPER LAYOUT OF POST TENSIONING TENDONS p ACCEPT p FAIL p PROPER DRAPE OF POST TENSIONING TENDONS p ACCEPT p FAIL CI PROPER SHEATHING & ANCHOR REINFORCING O ACCEPT 0 FAIL O OTHER 0 ACCEPT p FAIL CRITERIA UTILIZED AS INSPECTION -REFERENCE: M STRUCTURAL DRAWINGS SHEET(S)—a-(.A_ DETAILS) RFI___G j 5 L; SHOP'DRAWINGS 0 OTHER DATED: `A —S —Vh This report shall not be reproduced, except In full, without the written permission of the laboratory Copies: Respectfully Submitted 5780 Hoffner Ave. Suite 401 Orlando, FL 32822 Ph: 407-276-5120 Fax: 407-276-5268 Page One Consultants, Inc. Report On: Concrete Compressive Strength Lab No: 19-2183 Report No: R-198 Project No: 18021 Acct ID: Walbridge Client: Walbridge Aldinger Co. Project: Sanford International Airport Luke Frey Alpha One (Terminal Expansion) 100 S. Ashley Drive Suite 350 Tampa, FL 33602 Report Date: 05/23/2019 Revised Prev. Rpt. Date: 05/03/2019 Test Report Sample Date: 04/25/2019 Location: 2nd Level Tie Beam on Line SW1 From Line SWA to SWB. Sampled By: Robinson, Richard Sample From: Line SWI/SWA 13y Order Of: Greg Fischer Field ID: CC: 1 of 1 Maximum Compressive Average Cylinder Age Tested Diameter Area Load Cure Strength Strength Marked (date : days) in) in') lbs) Break Type Loc (PSI) (PSI) 1 05/02/19 : 7 4.02 12.692 28,890 Type 3 Lab 2.276 2,280 2 05/23/19 : 28 4.03 12.756 39,420 Type 3 Lab 3,090 3 05/23/19 : 28 4.03 12.756 41,750 Type 3 Lab 3,273 3,180" 4 HOLD n Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Measurement Specification Temp.: Ambient: 750F Mix: 860F Slump: 8.5 Air Content: Specification: 4,000 psi @ 28 days Source: A-1 Block Plant: TruckNo: 0238 Mix Code: 4089F Ticket No: 5065346 Sampled At: Pump FAILS TO MEET REFERENCE VALUE Weather: Sunny Transported By: R. Robinson Placement Date: 04/25/2019 Time Batched: 9:28 am Time Sampled: 10:25 am Curing Method: Standard Quantity Represented: 8 cu. yds. at 0 cu. yds. placed of a 8 cu. yd. total placement Placement Location: 2nd Level Tie Beam on Line SW1 From Line SWA to SWB. Sample From: lane SWI/SWA Sample Location: 2nd Level Tie Beam on Line SWI From Line SWA to SWB. Sample From: Line SWI/SWA Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1054 and C138. Compressive strength tests per ASTM C39 and C1231. Page One Con*taffi!1Hidrf N y VIA O No.7387t1 = TA>0r ,2 05/23/2019 Keith Warren, P.E., C w)) Ma ' 4A1- Nl Itifttitttio THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY EImTree SYSTEM 5780 Hoffner Ave. Sulte 401 1, Orlando., FL 32822 Ph: 407-276-5120 Fax: 407-275-5268 010 Page One Consultants, Inc. N Report On: Concrete Compressive Strength Lab No: 19-2199 .. _ Report No: R-204.. Project No: 18021 Acct ID: Walbridge Page 1 of 3 Client: Walbridge Aidinger Co. Project: Sanford International Airport Luke Frey Alpha One (Terminal Expansion) 100 S. Ashley Drive Suite 350 Tampa, FL 33602 Report Date: 05129/2019 Revised Prev. Rpt. Date: 05/08/ 2019 Test Report Sample Date: 05/01/2019 Location: Col_ Line S-22 to S-18, Piers for Footings. Sample From: Col. Sampled By: Robinson, Richard Line S-18 By OrderOf: Greg Fischer Field ID: CC: 1 of 1 Cylinder Age Tested Diameter Area Maximum Load Compressive Average Cure Strength Strength Marked (date : days) (in) (in') lbs) Break Type Loc {PSI} (PSI) 1 05/07/19 ; 6 4.03 12.756 25,370 Type 5 Lab 1,988 1,990 2 05/15/19 : 14 4.03 12.756 31,640 Type 4 Lab 2,480 2,480 3 05/29/19 : 28 4.03 12.756 50,620 Type 5 Lab 3,968 3,970` 4 06/26/19:56 P.1_11T] [U] Type 1Typc2 Type 3 T ype 4 Type 5 Measurement Specification Temp.: Ambient: 80- F Mix: 780F Slump: 5 Air Content: Lab Type 6 Specification: 4, 000 psi @ 28 days Source: A-1 Block Plant: TruckNo: 0248 Mix Code: 4089F Ticket No: 5066206 Sampled At: Truck FAILS TO MEET REFERENCE VALUE Weather: Sunny Transported By: R. Robinson Placement Date: 05/01/2019 Time Batched: 9:40 am Time Sampled: 10:49 am Curing Method: Standard Quantity Represented: 5 cu. yds. at 0 cu. yds. placed of a 5 cu. yd. total placement Placement Location: Col, Line S- 22 to S-18, Piers for Footings. Sample From; Col, Line S-18 Sample Location: Col. Line S- 22 to S-18, Piers for Footings. Sample From: Col. Line S-18 Remarks: Six and fourteen days test requested by client. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1054 and C138. Compressive strength tests per ASTM C39 and C1231. Page One Con,u{td- Ajd E i'dell n . t7 (rf j1" STA- rl` arri 05/29/ 2019 Eric Ramos, PE, FL fidpll AVO r{Ager ylrrfEl4tt+t` THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICALORSIMILARPRODUCTSORPROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY EImTree SYSTEM 6780 Hoffner Ave. Suite 401 Orlando, FL 32822 Ph: 407-275-6120 Fax: 407-275.5268 Report On: Concrete Compressive Strength Lab No: 19-2213 Report No: R-208 Project No: 18021 Acct ID: Walbridge Client: Walbridge Aldinger Co. Project: Sanford International Airport Luke Frey Alpha One (Terminal Expansion) 100 S. Ashley Drive Suite 350 Tampa, FL 33602 Report pate: 06/05/2019 Revised Prev. Rpt. Date: 05/15/2019 Test Report Sample Date: 05/08/2019 Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sampled By: Robinson, Richard Sample From: Col. Line SWJ By Order Of: Joe Williams Field ID: CC: 1 of 2 Maximum Compressive Average Cylinder Age Tested Diameter Area Load Cure Strength Strength Marked (date : days) (in) (in 2) (lbs) Break Type Loc (PSI) (PSI) 1 05/15/19:7 4,02 2 06/05/19:28 4.02 3 06/05/19:28 4.03 4 07/03/19:56 Rl IU N nF1 Type 1 Type 2 Type 3 Type 4 Type 5 Measurement Specification Temp.: Ambient: 80OF MIX: 78OF Slump: 4.5 Air Content: 12.692 17,200 Type 5 Lab 12.692 29,480 Type 5 Lab 12.756 27,390 Type 3 Lab Lab T'Y-,>e 6 Specification: 3,000 psi @ 28 days Source: A-1 Block Plant: TruckNo: 0235 Mix Code: 3057F Ticket No: 5067181 Sampled At: Truck 1,355 1,360 2,322 2,147 2,230 • FAILS TO MEET REFERENCE VALUE Weather: Sunny Transported By: R. Robinson Placement Date: 05/08/2019 Time.Batched: 7:43 am Time Sampled: 8:25 am Curing Method: Standard Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 60 cu, yd. total placement Placement Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sample From: Col. Line SWJ Sample Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sample From: Col. Line SWJ Remarks. See the attached Daily Field Report for more information. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1054 and C138. Compressive strength tests per ASTM C39 and C1231. Page One Co n,.Uii t i i 5T14'iE t tj l 06/05/2019 Eric Ramos, PE, FL COP, A Pro]00`ager jrlllti1.s11 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM 6780 Hoffner Ave. Suite 401 Orlando, FL 32822 Ph: 407-275-5120 Fax: 407-275-6268 Report On: Concrete Compressive Strength Lab No: 19-2214 Project No: 18021 Acct ID: Walbridge Report No: R-209 Client: Walbridge Aldinger Co. Project: Sanford international AirportLukeFrey 100 S. Ashley DriveAlpha One (Terminal Expansion) Suite 350 Tampa, FL 33602 Report Date: 06/05/2019 Revised Prev. Rpt. Date: 05/15/2019 Test Report Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sample Date: 05/08/2019 Sampled By: Richard RobinsonSampleFrom: Col. Line SWL By Order Of: Joe Williams Field ID: CC: 2 of 2 Cylinder Age Tested Diameter Area Maximum Load Compressive Average Cure Strength StrengthMarked (date : days) (in) (in') lbs) Break Type Loc (PSI) (PSI) 1 05/15/19 : 7 4.03 12.756 15,560 Type 3 Lab 1,219 1,220206/05/19 : 28 4.03 12.756 28,080 Type 3 Lab 2,201 3 06/05/19 : 28 4.03 12.756 4 25,860 Type 3 Lab 2,027 2,110• 07/03/19 . 56 RPqZ R Tyx 1 Type 2 Type 3 Typc 4 Type 5 Measurement Specification Temp.: Ambient: 81°F Mix. 80eF Slump: 5 Air Content: Lab u Type 6 Specification: 3,000 psi @ 28 days Source: A-1 Block Plant: TruckNo:0228 Mix Code: 3057F Ticket No: 5067220 Sampled At: Truck FAILS TO MEET REFERENCE VALUE Weather: Sunny Transported By: R. Robinson Placement Date: 051()812019 Time Batched: 9:56 am Time Sampled: 11:11 am Curing Method; Standard Quantity Represented: 10 cu. yds. at 50 cu. yds. placed of a 60 cu. yd. total placement Placement Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sample From: Col. Line SWL Sample Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sample From: Col. Line SWL Remarks: See the attached Daily Field Report for more information. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1054 and C138. Compressive strength tests per ASTM C39 and C1231. Page One Cot srwrlirfs tlri, 1 kC . 06/05/2019 Eric Ramos, PE, K060 pro Rao ager rrrtti4ltti THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OFTHEQUALITIESOFAPPARENTLYIDENTICALORSIMILARPRODUCTSORPROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SONOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY EIMTree SYSTEM lIw.z II ; June 11, 2019 City of Sanford 300 N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -Building Official RE: Sununary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building .pennit No. 18-3941 Sanford., FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tierra Inc. has been performing threshold inspection services on the structural load bearing components for the referenced project. These, services were performed in accordance with the Tlueshold Inspection Plan and were coordinated through Walbridge's on site construction team. This report summarizes our activity between May 1, .2019 and May 31, 2019. During this period,, our representatives have ,inspected subgrade soils, formwork, reinforcing steel placement and concrete 'placement and consolidation in the following general locations: Slab .on Grade Welded and Bolted Connections Basedon our observations it is our opinion the described structural load bearing components listed, with the exception of the items noted in our punch list, have been found to be constructed in a substantial acco, j,qfIwe with the approved project plans and specifications and as modified by RFI's issued by the gJI cer of Record. We have attached our representatives' reinforcing steel observation rt, o e4 rd. pG E N, Rbs ectftal . S4- mitta, C. O e>ii i i >,ielrr N ida Cicer`53211 c[, n et tp's No. 7001897 CC George Speake,.Jr. gmeake aAosaamet Jennifer Taylor itavlor :osea:net Diane Crews dcrews(N osaa.net. Darrel Presley Darrel. Presleya(.sanfordfl,gov Steve Fiorey Steve.Fiorey0prifordfl:gov Greg. - Fischer gfischerAwalbridge=rn 591 Susan B. Britt Court o Winter Garden, FL 34787 Phone ( 407) 877-I354 a Fax (407) 654-7347 Florida CertiTtcation No. 6486 STRUCTURAL STEEL PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 2 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5/1/2019 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 2/20/2019 Welding not complete @ column (J-23) Unspecified splice @ (L-18.5) tube extension. Unspecified column splice @ J-18.6)@ roof line. Field welding inspection of truss frames never scheduled for splice, sheet no. 2-S305 detail A+B RFI FOR Accepted by FOR 5/3/2019 2 3/1/2019 H.9-18.6) Column extension not addressed by en ineer.Main truss at 22 line shop weld insufficient RFI EOR/Weld Accepted by FOR 5/3/2019 3 4/19/2019 Undersized welds @ x-bracing 18.6 line Repair Repaired 4/22/2019 4 5 6 7 8 9 INSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client: YW)q,7,Z 1q12R,0--T- >}+iTt7 Project Name:h' //Ui '%'l.vriZXPra ii' PSI Project No,s/1 Area of Inspection: Foundation Wall CCoollu- m-n. lab Stair Other Date: Reinforcing Steel Placement Elevation/ Floor: 6Rd a- Cat/>2_ Plan Location: dyCJTv-^.-Y3Z,D e - ,P/-1--z,,,,,,fll,,,, Conditions/ Construction Inspected: Punchlist Item # Q- V-Foper Sizing & Support of Formwork O,accepf Fa_il froper Sizingr & Grade of Bars El eptj Fail P per Quantity, Spacing & Layout Accept. f Fail Proper Splice Lengths & Splice Locations Accept Fail Proper Chairing and Concrete Cover Accept Fail rSecurement of Reinforcing Accept Fail Proper Layout of Post Tensioning Tendons Accept Fail ElProper Drape of Post Tensioning Tendons Accept Fail 11 Proper Sheathing &.Anchor Reinforcing Accept Fail El other Accept Fail Criteria utilized as inspection reference: Structural Drawings Sheet(s) 2 -51 © ( Detail(s)_ Z, 3 RF1_ Shop Drawings Other Dated: 7 Remarks: TIERRa MAIMNSIVrAL c rrrsc izsicu •"PaiazvvSiiu,< Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 5/1/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other SCREW ATTACHMENT (DENSGLASS) ration of Inspection Services Provided: Floor Level (Elevation) 15'-2" TO 48' Top of Parapet Plan Area: Column Line (H9) LINE J 23'-18.6 Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; Vs Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: SPACING OF SCREW ATTACHMENTS ACCEPTABLE Note: Contractor is responsible for scheduling anv reinspections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IERRA Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 5/3/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Se Floor Level (Elevation) Plan Area: Column Line ces Prov 32'-48' 18.6 LINE ( J-K.10) Other WALL FRAMING SECTION AROUND X-BRACING DRG NO. CFS 416 of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; Vs Reference Attachments to this Report Remarks: FRAMING/SCREW ATTACHMENT APPEARS TO BE CORRECT SPACING & AMOUNT IN ACCORDANCE WITH SUPPLIED DRAWING CFS 416 nntractor is responsible for schedulino anv reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 aF I Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 5/3/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) N/A Plan Area: Column Line OUTBOUND TICKETING Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s ElDeficiency Removed from Punch -List; #'s #1 Punch List Items Still Outstanding; #'s N/A Reference Attachments to this Report Remarks: REVIEW OF ACCEPTED REPAIRS FROM JOSE ORTIZ ntractor is responsible for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TIES r" CFdI'IP,cib Yfii2YAlR Date: 5/6/2019 Project: Inspector: Scheduled By: Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) JOHN LINSON Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Se Floor Level (Elevation) Plan Area: Column Line s Provided: ROOF LINE 45' 18.6-J) DRAWING EXH-3 Other STEEL BRACING AT COLUMN APPEARS TO BE IN CONFORMANCE WITH SUPPLIED DRAWINGS of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: j Reinspection Required: _ LJ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: is responsible for scheduling any reinspections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IIERRA vti7ua pzr<u. r nivi ur re ` Date: 5/17/2019 Project: Inspector: Scheduled By: Report of Structural Steel Inspection Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) CARLOS E. LOPEZ Project No.: 5111-18-052 n Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENSGLASS Location of Inspection Services Provided: Floor Level (Elevation) E1 14'-48' Plan Area: Column Line H.9-K.10 Other of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: BETWEEN KA & K.7 AN OPENING WAS LEFT TO ALLOW ACCESS FOR EQUIPMENT AND MATERIALS AT E1.14'-21' responsible for scheduling any reinsoections that may be Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IERRA Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 6/4/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Sc Floor Level (Elevation) Plan Area: Column Line 1ST FLOOR OUT BOUND PROJECT ALPHA INTERIOR FRAMING UNDER MEZZANINE (22-23) (K-3-10 Other SHEET ON 2-OB A101: MENS ROOM (B1-06) WOMENS (B1-05) FAMILY B1-02 Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ 13 Deficiency Added to Punch -List; #'s LJ Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; Vs itional Information: Reference Attachments to this Report Remarks: WORK IS NOT COMPLETE AT THIS TIME NO DEFICIENCES NOTED. responsible for scheduling any reinspections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 UNOVERSAL fi HGONEERDIG SCIENCES 3 ` Consultants In: Geotechnical Engineering Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection &Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No.: 0110.,1800758.0000 Date Typed: June 13, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: The Spanos Corporation 2701 N. Rocky Point Drive, Suite 100 Tampa, FL 33607 Project: Lake Monroe Apartments, Materials Testing US 92 & West 1 st Street, Sanford, Seminole County, FL 32771 As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 9456604-1 05/14/2019 1 Grout Prism Test Specimens Report We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned or Rosie Housein (extension 23078). Attachments (1) rh Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Fred Schmalzer 2019. 06.14 TATF F 12 14 13 -04' 0 0' Fred J. Schmalzer, P.E. Vice President - Construction Services STATE OF FLORIDA Professional Engineer No. 38818 This item has been electronically signed and sealed by Fred J. Schmalzer, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. For the mutual protection of Universal's clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients. Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval. Revised May 2015 j Project No: 0110.1800758.0000 ReportNo.: 9456604-1 CT 051419a+ WorkorderNo.: 9456604 ENGINEERING SCIENCES Lab No.: MaySCIENCESDate1stIssue: May 22, 2019 Geotechnical Engineering I Facilities Consulting I Environmental Services Construction Materials Testing and Inspection I Building Code Compliance 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Compressive Strength of Grout Prism Test Specimens ASTM C-1019) Client The Spanos Corporation Project Lake Monroe Apartments, Materials Testing 2701 N. Rocky Point Drive, Suite 100, Tampa, FL US 92 & West 1st Street, Sanford, Seminole County, FL 32771 33607 Structural Element: Cell Fill Sample Location: Bldg F - Sampled at Elevated Shaft, Bldg F, 3rd Lift, South Wall Set#1 of 1 Sample From: Concrete Truck Sample By. Jorge L2 Rodriguez On 05/14/2019 At Lab On or Before: 05/16/2019 General Information Specified Strength / Sampling Times Placement Information General Contractor: The Spanos Corporation Specified Strength: 3000 psi @ 28 days Truck Load: 5.00 cu yds. Subcontractor: Mix Design Strength: 3000 psi @ 28 days Cumulative Quantity: 3.00 cu yds. Supplier: Maschmeyer Concrete Water Added at Site: N/A Total Placement for the Day: 3.00 cu yds. Truck No.: 6433 Time Batched: 10:15 AM Ticket No.: 1459292 Time Sampled: 10:55 AM Mix Design: 30550000 Admixture: N/A Weather Condition: Partly Cloudy Field Test Results Air Content: N/A Slump: 9.50 inches I Ambient Temp: 79 °F I Concrete Temp: 85 °F Unit Weight: N/A Results of Laboratory Testing Test Results Date Tested Age Days Type Of Fracture Actual Dimen.1 in) Actual Dimen.2 in) Avg. Dimen. in) Test X-Sect. Area (in') Max Compressive Load (Ibs) Test Compressive Strength(psi) Average psi) Lab Tech 1'G' 05/21/2019 7 3.50 3.45 3.48 12.08 22,605 1,870 BCC 2*G' 06/11/2019 28 3.40 3.45 3.43 11.73 30,620 2,610 AJA 3*G* 06/11/2019 28 3.43 3.44 3.44 11.80 31,875 2,701 AJA 4*G* 06/11/2019 28 3.46 3.40 3.43 11.76 30,810 2,620 2,640 AJA Remarks Grout Prisms are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day results are not to be used for concrete acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of the specified strength will be attained by twenty-eight (28) days. Note H*- Hold Cylinder -*D*- Defective Cylinder, Un-testable *E*- Excluded From Average *G*- Good Condition Note Test Results represent the Structural Element specified only If an air test was not completed, that deviates from C31 procedure Note Test in compliance with approved plans and specifications Tested in Lab to C39 Cured in C-511 Test Not performed per C-1019, Grout Boxes were used x LatiTechmciansa < f , EM IAJA Angel Ayala AL! Arthur Love M BCC Brayan Candelaria Maldonado T To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. 1 of 1 Revised March 2019 July .8, 2019 City of Sanford 300'M Park Ave, Sanford, f L. 32771 Attentionm Mr. Dave Aldrich CBO, MCP -Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 2 Terminal B Outbound Building Permit No. 18-3941 Sanford, FL Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tibrra Inc. has been performing threshold: inspection services on the structural load bea.fing compol.i6fits: for the referenced project. These services were peif6r-rned in accordance with "the 'Threshold. Inspection, Plan and were coordinated through Walbridge's on .site construction team. This report, summarizes :Qur activity between June 1,, 2019 and June, 30, 2019. During this period, our representatives have inspected stibgrade soils, formwork, reinforcing,, -steel placement andcohcrete--ptacement- and consolidation in the following general locations: Walls lab on Grade Welded and Bolted Connections Based on:. our observations it is our opinion the described structural load bearing compopents listed,, with: the --exception Of'the items noted in out Punch list, have been founcl- to be .constructed in.a. substantial aecordailce with the. approved prqject plans and specifications grid as; modified' by, RFI'-sjss.oe,d1 by the Sqoi4kl Vi4pwr of Record. We have attached our , representatives' reinforcing steel observation 700,1897 CC', 60&96 Sp6a k6;,,Jr. qtoe6ke(ftsaa.ne J00.ifef'T y1or.' taylor(ftsaa.net Di 66eC(6ws Atr6wsRosaa.net Darrel presIey Darr6l.,,Presl6v(cbSa6fordfl.go - Stiayq, iorey Steve.F1oreYRSahfordfLqov, g' GreFisdhe,r qfl I sO- c ewalbddqe,.com• 591 Susan B. Britt Court e Winter Garden,01L 34787 Phone (407) 877-1354 oFax (407);'.6-54L7347 Florida Certification NO. 046' STRUCTURAL STEEL PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 2 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 51112019 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 2/20/2019 Welding not complete @ column (J-23) Unspecified splice @ (L-18.5) tube extension. Unspecified column splice @ J-18.6)@ roof line. Field welding inspection of truss frames never scheduled for splice, sheet no. 2-S305 detail A+B RFI FOR Accepted by FOR 5/3/2019 2 3/1/2019 H.9-18.6) Column extension not addressed by en ineer.Main truss at 22 line shop weld insufficient RFI EOR/Weld Accepted by FOR 5/3/2019 3 4/19/2019 Undersized welds @ x-bracing 18.6 line Repair Repaired 4/22/2019 4 5 6 7 8 9 I' RRA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 6/4/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph. 2) CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) 1ST FLOOR OUT BOUND PROJECT ALPHA Plan Area: Column Line INTERIOR FRAMING UNDER MEZZANINE (22-23) (K-3-10) Other SHEET ON 2-OB A101: MENS ROOM (B1-06) WOMENS (B1-05) FAMILY B1-02 s of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; Xs Punch List Items Still Outstanding; Vs Additional Information: Reference Attachments to this Report Remarks: WORK IS NOT COMPLETE AT THIS TIME NO DEFICIENCES NOTED. Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 591 Susan B. Britt Court o Winter Garden, Florida 34797 Phone: (407) 877-1354 • Fax: (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: .lr t 4 ,Y4c{t><1 ost L1— DATE: C ` 7 JOB NO: PROJECT: REMARKS: AREA OF INSPECTION paFoundation W all p Column p Slab p Stair p Other REINFORCING STEEL PLACEMENT' ELEVATION/FLOOR: jc.,t ( C H - ) PLAN LOCATION: 13=1 ,Al h14;,%A IIIAr CONDITIONSLCONSTRUCTION INSPECTED: PROPER SIZING & SUPPORT OF FORMWORK ROPER.SIZING &GRADE OF BARS ROPER QUANTITY, SPACING & LAYOUT ROPER SPLICE LENGTHS & S'PLICE LOCATIONS ROPER CHAIRING &•CONCRETE COVER PROPER SECURENT OF REINFORCING p PROPER LAYOUT OF POST TENSIONING TENDONS p PROPER DRAPE OF POST TENSIONING TENDONS I=l PROPER.SHEATHING & ANCHOR REINFORCING C]OTHER PUNCHLIST ITEM # ACCEPT p FAIL ACCEPT p FAIL 0 ACCEPT p FAIL p- ACCEPT p FAIL M` CCEPT p FAIL pACCEPT p FAIL p ACCEPT p FAIL p ACCEPT p FAIL p ACCEPT O FAIL O ACCEPT 0 FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: r STRUCTURAL DRAWINGS SHEET(S) I-SS'U DETAIL(S) ` L RFI p SHOP. DRAWINGS 22 0 OTHER DATED: This repor ,shall not be reproduced, except in full, withoutthe written permission of the laboratory Copies: Respectfully Submitted D EMU INC. NO 591 Susan B. Britt Court • Winter Garden,,Ftorida 34787 Mae: (407) 877-1354 o Fax: (407) 054-7347 Florida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT' PROJECT: REMARKS: OF INSP p undatlon Wall p Column p Slab p_ fair p' Other DATE: JOB NO: REINFORCING_ STEEL PLACEMENT ELEVATIOWFLOOR: 1. Q ji ,) V71 PLAN LOCATION: fjl lad r 64f3vy i ,.n CONDITIONS/CONSTRUCTION INSPECTED: PUNCHLISTITEM # p PROPER SIZING.& SUPPORT OF FORMWORK p ACCEPT p FAIL p; PROPER SIZING & GRADE OF BARS p ACCEPT p FAIL p PROPER QUANTITY, SPACING &LAYOUT p ACCEPT p FAIL p, PROPER SPLICE LENGTHS & SPLICE LOCATIONS p ACCEPT p FAIL p PROPER CHAIRING & CONCRETE COVER p ACCEPT p FAIL p PROPER SECURENT OF REINFORCING p ACCEPT p' FALL p PROPER LAYOUT OF POST TENSIONING TENDONS p ACCEPT p FAIL p PROPER DRAPE OF POST TENSIONING TENDONS p" ACCEPT p FAIL p PROPER.SHEATHING& ANCHOR REINFORCING p CEPT p FAIL OTHER { ice. N Lam(" ACCEPT p FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: C1 (RUCTURAL DRAWINGS SHEET(S) ,SJ-I 5ik- DETAIL(S) RFI I r t SHOP DRAWINGS_ l G7 OTHER DATED: L -- 1, — I This report shall not reproduced, except in full, without -the written permissiowQfthe,laboratoiy Copies: Respectfully Submitted T EERRA iNc. 591 Susan 0. Britt,Court o Winter Garden, Florida 34787 Phone: (40,7) 877-1354 o Fax: (407.) 654-7347 Florida Certification No, 64$6 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION cLUT: A DATE/Z' PROJECT: AP-h;r-r C3 Wall C3 Column mlab Stair EM Other REINFORCING STEEL, PLACEMENT ELEVATION/FLOOR:61C4,Lwi 4-'9v'6-7— PLAN LOCATION: 5 5c-4Lz'&-W- ROM 614WM4wi2:5 /I V Z CON DITIONS/COINSTRUCTION INSPECTED: PUNCHLIST ITEM # C3--PROPER-SIZING & SUPPORT OF FORMWORK cm---AbCEPT r-3 FAIL Ca—PRQPER'SIZING & GRADE OF BARS r-3—ACCEPT r_3 FAIL al--PR 0 PER,- QUANTITY, SPACING & LAYOUT ACCEPT m FAIL bl-;=PRP"ER'SPUCE LENGTHS & SPLICE LOCATIONS C3—ACCEPT r_3 FAIL go PEkcH'AIRING & CONCRETE COVER C3--ACCEPT c3 FAIL PRQPER.SE,C,URENT,OF REINFORCING Er -`ACCEPT r-3 FAIL C3, PROPER LAYOUT OF POST TENSIONING TENDONS r_3 ACCEPT c3 FAIL r- 3, PROPER DRAPE OF POST'TE,N'SIONING TENDON& E:3 ACCEPT E:j,, FAIL M PROPER SHEATHING & ANCHOR REINFORCING C3 ACCEPT C3 FAIL 1 OTHER C3 ACCEPT 1 FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: 1=1 STRUCTURAL DRAWINGS SHEET(8),Z,-,!; DETAIL(S) RFI or-t SHOP DRAWINGS C3: OTHER DATED' REMARKS: qqp1.e§: July 8, 2019 City of Sanford 300"N. Park Ave. Sanford, FL. 32771 Attention: Mr. Dave Aldrich CBO, MCP -.Building Official RE: Summary of Threshold Inspection Services Sanford Airport Phase 3 Terminal B Outbound Building Permit No. 18-003969 Sanford, A Tierra Project No. 5111-18-052 Dear Mr. Aldrich: Tierra Inc: has. been performing threshold inspection services on the structural load bearing components for the referenced project. These services were performed in accordance with the Threshold Inspection Plan andwere coordinated through Walbridge's on site construction team. This report summarizes our activity- between June 1, 2019 and June 30, 2019. During this period, our representatives have inspected subgrade soils, forruwork, .reinforcing steel placement and concrete placement and consolidation in the following general locations: Pedestals Foundations Masonry Walls Basedon our observations it is our.opinion the described structural load_ bearing components listed, with - the exception of the items noted in our punchlist: have, been found to be constructed in a substantial accordan rP' 14ti't he approved project plans and specifications and as modified by RFI's issued by the Strars.Fr e ef p Record, We .have attached! our representatives' reinforcing steel observation O .'•'%GENSF'•. < ZRespOctSllyrr tte T+ w 897 CC GeorgeSpeake; Jr. gsgeakeno.osaa.net Jennifer Taylor itaylorOosaa.net lane Crews dcrewsaosaa.net Darrel. Presley Darrel. PresleynalSanfordflsgov Steve:Fiorey Steve, FioreY Sanfordfl aov Greg, Fischer gfischerAwalbridgeacom 591 Susan B. Britt Court a Winter Garden; FL 34787 Phone(407) 877-1354 o.Fax (407) 654-7347 Florida Certification No. 6486 THRESHOLD PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 3 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5/112019 DESCRIPTION: THRESHOLD INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 5/8/19 1 Set of cylinders did not meet at 56 days strength req u i rments. (attached) Acceptance from Structural Engineer required TIERRA STRUCTURAL STEEL PUNCH LIST PROJECT NAME: SAN AIR EXPANSION PH 3 PROJECT NUMBER:5111-18-052 FIELD TECHNICIAN: Carlos Lopez DATE OF REPORT: 5/9/19 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE CLOSED 1 5/9/2019 excessive gap @ base of HSS (sw13.2) (swd /swf) el. 12 ft RFI FOR 2 5/9/2019 shear tabs were welded @ el. 16ft (sw5) line (801 B16) also done @(sw7/swB) (801 B11) RFI FOR 3 5/9/2019 tube steel along the (SW11/SWF-SWD) line was modiffied E1.13.4 RR FOR 4 5/9/2019 Beam was thermally cut 801 b16 (sw7/swB) RFI FOR 5 6 7 8 9 c 5780 Hoffner Ave. Suite 401 Orlando, FL 32822 Ph: 407-276-6120 Fax: 407-276-6268 Page One Consultants, Inc. Report On: Concrete Compressive Strength Lab No: 19-2214 Report No: R-209 Project No: 18021 Acct ID: Walbridge Clint: Walbridge Aldinger Co. Project: Sanford International Airport Luke Frey Alpha One (Terminal Expansion) 100 S. Ashley Drive Suite 350 Tampa, FL 33602 Report Date: 07/03/2019 Revised Prev. Rpt. Date: 06/05/2019 Test Report Sample Date: 06/08/2019 Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sampled By: Richard Robinson Sample From: Col. Line SWL By Order Of: Joe Williams Field ID: CC: 2 of 2 Maximum Cylinder Age Tested Diameter Area Load Marked (date : days) (in) (in') (Ibs) 1 05/15/19:7 4.03 12.756 15,560 2 06105/19:28 4.03 12.756 28,080 3 06/05/19:28 4.03 12.756 25;860 4 07/03/19:56 4.02 12.692 35,800 Comments: Sample at 56 days fail to meet reference value. HIE71 Rl] M S [11 F1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Measurement Specification Temp.: Ambient: 81 OF Mix: 80OF Slump: 5 Air Content: Compressive Average Cure Strength Strength Break Type Loc PSI) PSI) Type 3 Lab 1,219 1,220 Type 3 Lab 2,201 Type 3 Lab 2,027 2,110" Type 6 Lab 2,820 2,820 Specification: 3,000 psi @ 28 days Source: A-1 Block Plant: TruckNo: 0228 Mix Code: 3057F Ticket No: 5067220 Sampled At: Truck FAILS TO MEET REFERENCE VALUE Weather: Sunny Transported By: R. Robinson. Placement Date. 05/08/2019 Time Batched: 9:56 am Time Sampled: 11:11 am Curing Method: Standard Quantity Represented: 10 cu. yds. at 50 cu. yds. placed of a 60 cu. yd. total placement Placement Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL Sample From: Col. Line SWL Sample Location: Footings, Sky Walk Expansion, Col. Line, SWJ, SWK and SWL. Sample From: Col. Line SWL Remarks: See the attached Daily Field Report for more information. Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1054 and C138. Compressive strength tests per ASTM C39 and C1231. Page One Con§iAtdAfd I frlCtr,,. 4a / L1l 'l 82100 STATE dr ' y a1 07/03/2019 Eric Ramos, PE, FLfi40R411MA Prgyae rYger THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDlOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED, THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITFEN PERMISSION, REPORT CREATED BY EtmTree SYSTEM Client:.`;Awr,b 144-C-Pof7 Project Name: W -6 PSI Project No, Date: Area of Inspection: 0- F'oundation 13 wall, - E! Column Slab Sta' it Other RelnforcIV2, Steel Placement Elevation/ Floor: 7— Plan Location: 01V 24/ A"W-37 7- 0 Conditions/ Constructloh Inspected; Punchlist Itern # ICJ Prop er Sizing. & Support, of Formwork 7-1-Ac—dept E] Fail r . per Sizing & Grade of Bars ElWccept D Fail. Pr per Quantity, Spacing & Layout Accept Fail Prdper. S li'ce,Length's & Splice Locations, DA&cept F-1 Fail B- Proper Chairing and Concrete Cover Fail 10 - PrQpor Securementof Reinforcing CTAccept Fail El Proper Layout of Post TensioningTendons Accept Fail 13 Proper Drape of'Pos.t Tensioning Tendons E] Accept Fail El Proper Sheathing &Anchor Reinforcing 1:1 Accept F1 Fall Elothor, E] Accept El Fail Critaria'Litillized as inspection reference: 2 '"'may brqwings Sheet( s)3---5'10'7-'35202 Detail(s) RF1 Shop Drawings, El Other Dated: Remarks:. INSPECTION REPORT-- REINFORCED CONCRETE CONSTRUCTION Client: 7-196441kl 71K Project Name: r—';E>WMi At 4-L PSI Project No. S/L/ — Date: Area dfinspo.eflon. Foundation wall Column Slab Stair Other ReInf6relpo Steel Placement Elevation/Floor: Plan Location: 63 YIV 2--7 54J7— -I 5 V7- 1 Condition.s1construction Inspected:PdhdhIM Item # Pro per Slzj.hg' &-Support,of Formwork P-Ac—c—ept- F] Fail Proper Sizing, & G,rade,of Bars b"P'rope'r G-Adc&pt Fall Quantity, Spacing & Layout Splice, Lengths & Splice Locations cept Fail oper M-f5rooper-Chalnng and Concrete Cover ccept Pail Fail 2'171roper- Secureme n-t of Reinforcing. rFail, rl Proper Layout of Post Tensioning Tendons F-1 Accept J Fail 0 Pr.6'.-p er Drape of Post Tensioning Tendons Accept Fail Ll Proper, Sheathing & Anchor Reinforcing Accept Fail El Other F-1 Accept F-1 Fail Criteria utilized as inspection reference: El- gt-r-uctural Drawings Sheet(s) 1 1 Detail(s) RFI El Sho'p DfaWin'gs E]; Other_ D' 8t,ed: Remarks: 591 Susan S. Drift Court 9 Winter Garden, Florida 34787 Phone: (407) $77-1354 o'Fax: (407)'654-7347 Florida Certification No. 6486 INSPECTION REPORT d REINFORCED CONCRETE CONSTRUCTION I CLIENT: +it Q /fir®ns ttt4+it DATE! JOB NO: 51 t1 C' '4 PROJECT:, REMARKS: AE>EA OF INSPECTION p oundation Wall p Column p Slab. p. Stair p Other REINFORCING STEEL PLACEMENT ELEVATION/FLOOR: h c, c i j"1.1.5 PLAN LOCATION: 'hw.) Ca , M 1 Sit { ,T t_'` `- y C,=,T; — s , SSA % Sc " CONDITIONS/CONSTRUCTION INSPECTED: PUNCHLIST ITEM # PROPERSIZING & SUPPORT OF FORMWORK ACCEPT p FAIL PROPER SIZING & GRADE OF BARS [ ACCEPT p FAIL FPERPROPER QUANTITY, SPACING & LAYOUT I, ACCEPT p FAIL FF SPLICE LENGTHS &SPLICE LOCATIONS p pACCEPT FAI'L OPER'CHAIRING & CONCRETE COVER ACCEPT p FAIL OPER SECURENT OF REINFORCING p' ACCEPT Cp FAIL p PROPER LAYOUT OF POST TENSIONING TENDONS p ACCEPT p. FAIL. p PROPER DRAPE OF POST TENSIONING TEND bNS p ACCEPT p FAIL EM PROPER SHEATHING & ANCHOR REINFORCING 1=3 ACCEPT C] FAIL C] OTHER C7 ACCEPT 0 FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: STRUCTURAL DRAWINGS SHEETS) 3- 516 `i DETAILS) RFI p SHOP DRAWINGS 3 - 61 C rer{i J M OTHER DATED: 1 This report shall not be reproduced except in full withoutthe written permission of the laboratory Copies: Respectfully Submitted TigmkA INC. 591 Susan B. Britt Court a Winter Garden, -Florida 34787 Phone: (407) 877-1354 a Fax: (407) 654-7347 Florida Certification No. 64$6 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: n 4 ti 1ttu_ C DATE: JOB NO: } 11 PROJECT:. REMARKS: AREA OF INSPECTION p oundation p'1lUall p' Column p Slab p' Stair p Other REINFORCING STEEL PLACEMENT` ELEVATION/FLOOR; tt51) 9 uu (. ,k" C. w, I I _ PLAN LOCATION: dj"),) lt,4 :,)1.Sw 1 A SLf3 b CONDITIONS/CONSTRUCTION INSPECTED: PROPER SIZING & SUPPORT OF FORMWORK PROPER SIZING & GRADE OF BARS PROPER QUANTITY, SPACING & LAYOUT PROPER,SPLICE LENGTHS & SPLICE LOCATIONS PROPER CHAIRING CONCRETE COVER p/& PROPER SECURENT OF REINFORCING p PROPER LAYOUT OF POST TENSIONING TENDONS p :PROPER DRAPE OF POST TENSIONING TENDONS EM PROPER SHEATHING & ANCHOR REINFORCING' CI OTHER PUNCHLIST ITEM # @ ACCEPT p FAIL ACCEPT p FAIL ACCEPT p FAIL ACCEPT FAILp ACCEPT p FAIL ACCEPT p FAIL p ACCEPT p FAIL p ACCEPT p FAIL C3 ACCEPT C3 FAIL C3 ACCEPT O FAIL CRITERIA UTILIZED AS INSPECTION` REFERENCE: a STRUCTURAL DRAWINGS SHEET(S) 3- i{ 4; DETAIL(S} 7 o.43 RFi p SHOP DRAWINGS M OTHER _ 06 DATED: j' This report shall not be reproduced,, except in full„withoutt ie written permission of the laboratory Copies Respectfully Submitted TIERRA: INC. INSPECTION REPORT- REINFORCED CONCRETE CONSTRUCTION Client: Project Name:f,g Ali -Aar ,,x -- L /err, a- ; r PSI Project No. , 1 ' 0 , Z-- Date: F/ Area of Inspection: Reinforcing Steel Placement Foundation Elevation/Floor: Cl(—ec . LZ V -2 0 / ,S Aif- eel) all Column Slab Plan Location:...7 y7 I N Stair El Other C/ TO 5111 5' /} 4 yv t'l ' P i Lrll 7-0 5'i•s! h,rb 0Al 5LO& r;" Y,)l e 7-tD S'Q-JZZ Conditions/Construction Inspected: Punchlist Item # Proper Sizing & Support of Formwork 2< pt Fail. Proper Sizing & Grade of Bars f:-Xc-; pt Fail Proper: Quantity, Spacing & Layout j-Ac—cept Fail` _ Proper Splice Lengths & Splice Locations ErAc'cept Fail Proper Chairing and Concrete Cover ept Fail Proper Securement of Reinforcing EAccept Fail Proper Layout oMost Tensioning Tendons Accept Fail Proper Drape of Post Tensioning Tendons Accept Fail El Proper Sheathing & Anchor Reinforcing Accept Fair Other Accept Fail Criteria utilized -ZtSr inspection reference: f=J Structural Drawings Sheet(s)3 -S la 5 (} Details RF El Shop Drawirgs Other Dated: 0-7/ / `/ IZ-017 Remarks: 591 Susan B. Britt Court o Winter Barden, Florida 34787 Phone: (407) 877-1354 o Fax: (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLINT: %jzjF/' DATE: 4 C . JOB NO: ' , C` 65Z PROJECT: L/G AREA OF INSPECTION Cl Foundation Wall p Column p Slab p Stair p Other REINFORCING STEEL PLACEMENT r ELEVATION/ FLOOR:611c& 7vim PLAN LOCATION: tV 2- v 1 `1.1Z1v l G'm >Ga/G `Y i SG+/C /3r!/ cr/V - Iri - al- o '511u'2-6- GcJie r'YAL 6 41/ 411VZ7 5'CL r ecsrl Str,(: CONDITIONS/CONSTRUCTION INSPECTED: PUNCHILIST ITEM # p PROPERSIZING & SUPPORT OF FORMWORK p---~ACCEPT p FAIL Ca ROPER SIZING & GRADE OF BARS p'" ACCEPT p FAIL pPROPER QUANTITY; SPACING & LAYOUT CM' ACCEPT p FAIL E ROPER SPLICE LENGTHS &.SPLICE LOCATIONS Cj ACCEPT p FAIL cm ROPER CHAIRING & CONCRETE COVER p ACCEPT p FAIL ROPER SECURENT OF REINFORCING En ACCEPT p FAIL p PROPER LAYOUT OF POST TENSION INGTENDONS p ACCEPT p FAIL p PROPER DRAPE OF POST TENSIONING TENDONS p ACCEPT p FAIL 0 PROPER SHEATHING & ANCHOR REINFORCING q ACCEPT p FAIL f= OTHER 0 ACCEPT p FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE: S" TRUCTURAL DRAWINGS SHEET(S)-;--g d - DETAILS) RFI p SHOP DRAWINGS ,_ j/ c 0 OTHER DATED: / Z REMARKS: Copies: I 591 Susan B. Britt Court o Winter Garden, Florida 34787 Phone: (447) 877-1354. o Fax: (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: c, n \ rnv c1,.1: PATE; % - j 7 JOB NO: PROJECT: S,• ,\ ch 1•i hn - I 1 f' REMARKS: OF Q oundation Wall p. Column Q Slab p Stair C3 Other REINFORCING STEEL PLACEMENT ELEVATION/FLOOR:tv4, PLAN LOCATION: j '941J Ca i', t Lnr- CONDITIONS/CONSTRUCTION INSPECTED: rfROPER SIZING & SUPPORT OF FORMWORK ROPER SIZING & GRADE OF BARS ROPER QUANTITY, SPACING & LAYOUT PROPER SPLICE LENGTHS & SPLICE LOCATIONS ROPER CHAIRING & CONCRETE COVER ROPER SECURENT OF REINFORCING O: PROPER. LAYOUT OF POST TENSIONING TENDONS p PROPER DRAPE OF POST TENSIONING TENDONS Ci PROPER SHEATHING &.ANCHOR REINFORCING C7 OTHER CRITERIA UTILIZED AS INSPECTION REFERENCE: PUNCHLIST ITEM # ACCEPT p FAIL d ACCEPT O FAIL ACCEPT p FAIL aEr ACCEPT a FAIL- C::f ACCEPT p, FAIL ACCEPT O FAIL p ACCEPT p FAIL. p ACCEPT p FAIL C] ACCEPT Ct FAIL CI ACCEPT CI FAIL. M' STRUCTURAL DRAWINGS SHEET(S)l-^ DETAIL(S) RFI O SHOP DRAWINGS'' CO OTHER DATED: This report shall not be reproduced except in full, without the'written permission of the laboratory Copies:. Respectfully Submitted DERRA iNc. i r 591 Susan 8. Britt Court o Winter Garden, Florida 34787 Phone: (407) $77-1354 o Fax: (407) 654-7347 Florida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION CANT: X9lr; Z i2 h f f r2! i G%?r ii" DATE. PROJECT: 4y/dol;,¢_6 REMARKS: Copies: AREA OF INSPECTION p Fou.ndation- all C3 Column p Slab p Stair p Other JOB NO: REINFORCING STEEL PLACEMENT d yam. ELEVATION/FLOOR: C/c Gti` 6 61i PLAN LOCATION: blJ„m°Lj LDc f= G9% CONDITIONS/CONSTRUCTION INSPECTED: PUNCHLIST ITEM.# Emr-PROPER SIZING & SUPPORT OF FORMWORK a -ACCEPT p FAIL p- PROPER SIZING &'GRADE OF BARS ACCEPT p FAIL p-"PROPER QUANTITY,. SPACING & LAYOUT p- ACCEPT p FAIL PROPER SPLICE LENGTHS &SPLICE LOCATIONS p- ACCEPT p FAIL al -PROPER CHAIRING & CONCRETE COVER p" ACCEPT p FAIL p-PROPER SECURENT OF REINFORCING M:' - ACCEPT p FAIL p PROPER LAYOUT OF POST TENSIONING TENDONS p ACCEPT p FAIL p PROPER DRAPE OF POST TENSIONING TENDONS p ACCEPT p FAIL O PROPER • SHEATHING & ANCHOR REINFORCING 0 ACCEPT 0 FAIL p OTHER Cl ACCEPT CI FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE I0 RISTRUCTURAL DRAWINGS SHEETS) Y -S; 9D .ff DETAIL(S) .5 RFI p SHOP DRAWINGS 3 •1 O OTHER DATED: -7 -/ v / / 7 C IERRA Fn ar airavrucnr''^ Report of Structural Steel Inspection Date: 7/29/22019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXPANSION PH2 OUTBOUND TICKETING Inspector: Scheduled By: CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENS GLASS/SCREW ATTACHMENTS Location of Inspection Services Provided: Floor Level (Elevation) EL: 13' -10" Plan Area: Column Line (N-L) (22-25) Other s of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s anal Information: Reference Attachments to this Report Remarks: COLUMNS NOT INCLUDED. MUST BE INSPECTED AT A LATER DATE e for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Date: Project: Inspector: Scheduled By: IERRA Report of Structural Steel Inspection 7/3/2019 Client: SANFORD AIRPORT AUTHORITY SAN AIR EXPANSION PH2 OUTBOUND TICKETING John Linson Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Plywood attachment Location of Inspection Services Provided: Floor Level (Elevation) Roof Plan Area: Column Line H.9 (23-18.6) Other Inspection of roof truss framing, erection, attachment Referenced DRG NO. "SK5-1" Roof truss framing detail Status of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Inspected plywood/truss screw attachment,truss/wall attachment, truss/beam attachment Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 d# I 1tRA t 4` f GL"{7TU':]G4't M1L }N7T.RL4}9 v Date: Project: Inspector: Scheduled By: Report of Structural Steel Inspection 7/2/2019 Client: SANFORD AIRPORT AUTHORITY SANFORD AIRPORT TERMINAL EXPANSION (ph.3)Skywalk Boarding Bridge CARLOS E. LOPEZ Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Servic Floor Level (Elevation) Plan Area: Column Line SW 18-SW Other s Provided: ANCHOR BOLTS GROUND LEVEL (SW 15-SW-26((SWF-SWD) SWC-SWP) (SW 21-SW-24) (SWP-SWI). 2ND LEVEL BOLTING (SW15-SW18 SWC-SWP) (SW 21-SW 24) EL: 11'-2" JOIST SEATS EL: 11'-2" SAME GRID AS BOLTING I Status of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: 11 Reinspection Required: LJ Deficiency Added to Punch -List; #'s LJ Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: responsible for schedulina anv reinsoections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IIERRA Report of Structural Steel Inspection Date: 7/3/2019 Client: SANFORD AIR AUTHORITY Project: SAN AIR EXPANSION PH2 OUTBOUND TICKETING Inspector: John Linson Project No.: Scheduled By: 5111-18-052 Type of Inspection Services Provided: 0 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Plywood attachment ration of Inspection Services Provided: Floor Level (Elevation) Roof Plan Area: Column Line H.9 (23-18.6) Other Inspection of roof truss framing, erection, attachment Referenced DRG NO. "SK5-1" Roof truss framing detail of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; Vs Punch List Items Still Outstanding; #'s ditional Information: Reference Attachments to this Report Remarks: Inspected plywood/truss screw attach s responsible for scheduling any re truss/wall attachment, truss/beam attachment may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TE Report of Structural Steel Inspection Date: 7/9/2019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXP 3 Inspector: John Linson Scheduled By: Greg Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) 2 Plan Area: Column Line (SWG-SWC) (SW14-SW26) Other Deckinq screw attachment +puddle welds appear to be proper spacing and amount of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IERRA Report of Structural Steel Inspection Date: 7/17/2019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXPANSION PH2 OUTBOUND TICKETING Inspector: CARLOS E. LOPEX Project No.: 5111-18-052 Scheduled By: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) EL: 13'-10 Plan Area: Column Line FROM (N- Other s of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; Vs Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: ONE MORE INSPECTION WILL BE REQUIRED TO COMPLETE GRID. HOWEVER, AREA INSPECTED WAS ACCEPTABLE eduling any reinspections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TIEERRA G1 T.F2`t6fCQP,@RING' Report of Structural Steel Inspection Date: 7/23/2019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXPANSION PH2 OUTBOUND TICKETING Inspector: CARLOS E. LOPEZ Project No.: 5111-18-052 Scheduled By: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other DENS GLASS/CONNECTIONS Floor Level (Elevation) EL: 13'-10" (DENS GLASS) (N-10 (19-22) Plan Area: Column Line EL: 13'-10" (Framing) (N -L) (22-25) Other of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 r August 12, 2019' City of'Saiiford 390 N. Park Avc'. S 10.)rd, f C 32771 4ttent 6n: Mr: Dave Aldrich CBO, MCP -Building Official RE Summary of Threshold Insoection Services; Sanford Airport Phasc'3 Ti rminal B Outbound'` Building Fern :itN'O. 18,0'03969' Sauford, FL Ticrra Project No. .5 Ll 1-18-052 bear, IV1r, Aldrich: Tierra Tric, haq becn performing threshold inspection service; on the Aritetural .Hied bcar bg components for the;refereneed.project. These services were performed in wuordance: with th:e 'Thresf old lnspectiorn l'la and om coardinated throughl albridge's on site mistructioit tcani. 'Phis report:s'uxunarze5 ou7'; acti 7t} between. July 12019 and July 31, 2019, During this period, our representatives have inspected qubgr4de soils, f-emw•ork,, reinforcing steel l laeernunt-and`uonercle placement and consolidation ih the foltowin .generallom ions; Welded Connectinns Yeclestals_ Foundations Slab on Grade 5econ" d Floo.r Slab Based Un our observations it is our opinion the described structural load buaring,components listed, wiFi` te exception of the items nbtvd in our punchlist have been 'found to lae. const uctici in a substantial` ac c >tda>h l{•di4ha ;ie approved project plans wind spud ications and as modified by RFI's issues[ by the: vi Cc r 6lArl i 14S'Record. We have attached our representatives' x.inforcing steel ohservaticri cc Gecrgp Speak-, Jr. aspeake .osaa.net Jennifer Taiylor itaVforCAOSo iwlu Diane Crews rlerewsCr'2ogma nd=-. Darrel Presley i a:rt I:Pri slev( 5a^fordfl Gov Severicray Steve.Floray@Sanf "Agov Greg Fischer afimdmUv6albridae:com 89. 1 Susan B. Britt Court • Winter Garden„N'L 34787 Phone ( 167) ti ,14-i54,o Fax (4-01) 6544347 Florida Gerd. cation No. 6486' TIERRA STRUCTURAL STEEL PUNCH LIST PROJECT NAME: SAN AIR EXPANSION PH 3 PROJECT NUMBER:5111-1"52 FIELD TECHNICIAN: Carlos Lopez DATE OF REPORT: 615119 DESCRIPTION: STRUCTURAL STEEL INSPECTION REM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REMSPECTION REMSPECTION TIME DATE CLOSED 1 5/9/2019 excessive gap @ base of HSS (sw13.2) (swd /swf) el. 12 ft RFI FOR 2 5/9/2020 shear tabs were welded @ el. 16ft (sw5) line (801 B16) also done @(sw7/swB) (801 B11) RFI FOR 3 5/9/2018 tube steel along the (SW11/SWF-SWD) line was modiffied E1.13.4 RR FOR 4 5/9/2018 Beam was thermally cut 801b16 (sw7/swB) RR FOR 5 6 7 8 9 THRESHOLD PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 3 DATE OF REPORT: 5/1/2019 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DESCRIPTION: THRESHOLD INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 5/8/19 1 Set of cylinders did not meet at 56 days strength requirments.(attached) Acceptance from Structural Engineer required Y11..JYlRA Report of Structural Steel Inspection Date: 7/2/2019 Client: SANFORD AIRPORT AUTHORITY Project: SANFORD AIRPORT TERMINAL EXPANSION (ph.3)Skywalk Boarding Bridge Inspector: CARLOS E. LOPEZ Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning IDVisual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) ANCHOR BOLTS GROUND LEVEL (SW 15-SW-26((SWF-SWD) Plan Area: Column Line (SWC-SWP) (SW 21-SW-24) (SWP-SWI). 2ND LEVEL BOLTING (SW15-SW18) (SWF-S SW 18-SW 26) Other (SWC-SWP) (SW 21-SW 24) EL: 11'-2" JOIST SEATS EL: 11'-2" SAME GRID AS BOLTING of Inspection Services Provided: No Deficiencies Noted Deficiencies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s InDeficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Report of Structural Steel Inspection Date: 7/9/2019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXP 3 Inspector: John Linson Project No.: 5111-18-052 Scheduled By: Greg Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) 2 Plan Area: Column Line (SWG-SWC) (SW14-SW26) Other Decking screw attachment +puddle welds appear to be proper spacing and amount of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 I FERRA 5915ixsam Di Britt Coutt-oWinieeCiardeiii-Floeidii 34787 Phone", (4611) 871=13Stro Fax (407), 6S4- -7,347' TftHrlaCin *14fon' No.,6486- INSPECTION REPORT - REWFORCEQ. CONCRETE COMTRUCTION AeAge7- *1115 DA.TE.. -7 FiROJECT- S'6Va7 - JOB NO: t3 Wan r_ 3 Colunin M Slab m Stair Othdr REINFORGINO STEEL PLACEMENT ELEVATIONIFLOOR: PLAN LOCATION, A V,,? ! ,-? CON djTIbN;st0dNtiTRUC_ TION INSPE' CTED: PUNCHLIST ITEM4 Zr-Pl OPERSIZING & SUPPORT OF FORIVIWORK B. ACCEPT Lj FAIL DOPER SIZING & 64ADE, OF BARS E:2-, ACCEPT M'. I'ROPEf .QUANTITY, SPACING4 LAYOUT p ACCEPT C3 FAIL En-17M.PER SPLICE LENGTHS. & SPLICE LOCATIONS la- ACCEPT L3: FAIL M—rPROPtR CHAIRI' NG&'CONCRETE COVER- ACCEPT tj FAIL PROPERZECURENT OF,REINFORCING ES—APCEPT C3 ED: PROPER OF POST TENSIONING TENDONS 1 ACCEPT p FAIL r_3, PROPER, DRAPE OF POST TENSIONING TENDONS E::l ACCEPT I I FAIL 0 PROPER SHEATHING & ANCHOR REINFORCING E:j ACCEPT Cj FAIL 0 OTHER.,— L3 ACC I EPT_ 0 FAIL zCRITERIA UTILIZED AS INSPECTION REFERENCE: 0; __ ST ROCTURAL DAWNS 'HEET(S). ?-,560/, DETAIL(S). RFI c3 SHOP DRAWINGS C3 OTHER QATED'.. - 7 7 REMARKS: Copies: 11ERRA 591 Susan JJi Britt;Cdurt a Winter GflrdenjF16AdiL 34787 hone: (407) 8777.1,354 -lim: (407) 654-7347 Flurida::_Ccrtificatiodr4o., 646 WSPECT-110IN REPORT - REINFORCED CONCRETE` GONSTRIUCTION C T' DATE: OIN A fitek)q 7 JOIBM" -5 657 Z_ PROJECT: AREA OF INSPECTION mi—F76undation Wall M Column Ez3 Slab M Stai.r M Other REINFORCING STEEL PLACEIVIENt ELEVATIONIFLOOR PLAN LOCATION: CON DITIO NSXONSTRILIICTIONIINSPECTED: PUNCHILIST ITEM 0-- PROPER,,S1IZING-& SUPPORT OF FORIVIVVORK c;)___,ACCEPT cl, FAIN PROPER SIZING -& GRADE OF BARS: r-AQCEPT L3 F I A) L e3-__ ffR6PER QUANTITY, SPACING A LAYOUT EM—ACCEPT C3 FAIL E3" PROPER SPLICE LENGTHS & SPLICE LOCATIONS: T IE3— ACCEPT r_3 FAIL E3— PROPER CHAIRING &:CQNQRETE COVER m—ACC EPT j--I FAIL PROPER SECURENT OF, REINFORCING ACCEPT r-3. FAIL c3 PROPER, LAYOUT OF POST TENSIONING TENDONS r_3 ACCEPT FAIL E - : 1 PROPER DRAPE OF POST TENSIONING NIGTENDONS E3 -ACCEPT r_3 FAII. E3 PROPER SHEATHING -A-ANCHO . R REINFORCING M ACCEPT 1 M OTHER,__„, ACCEPT 0 FAIL, CRITERIA UTILIZED As INSPECTION REFERENCE: AM' STRUCTURAL DRAWINGS, SHEJET(S);3_S661 DETAIL(S), RFI r_ 3 SHOP DRAWINGS M OTHER / . bAfEa. 7 REMARKS:, copiesl 591 Susin & Nfitt 0mirt -0 Wiiiter Gardell, Florida -34787. Phone: (467),877-1 7) 6544341 FIoridfl,'Certiffcpfioil Xo.,6486 i.NSPECTION REPORT - RIEWFOR-CEP CONCRETECONSTRKTION, cL1jNT- PATE.- 7112,11 Z J613 NO: :5-11 PROJECT;;o C] Fou.ndation I- Wall E3 slab 1,Stair REINFORCING:,STEEL PLACEMENT I I • - - Z_111i 11,1/ ' " ' `/ '--;' T110`INSPECTED: 60NDITIONWICON:tkk WPUNCHOST ITEM-# E: i__P_R_OPER SLING &SUPPORT OF FORMWORK I 23'QGEPT t3 FAIL U3--- PRbPER SLING & GRADEOF BARS ACCE PT C3 FAIL IZTURdPEk QUANTITY, SPACING LAYOUT I-ACCEP I T r 3 FAIL E!!j- rR0P-EFZ SPLICE 'LENGTHS '& 8 PLIC,E LOCATIONS cf- ACCEPT al FAJL ed'PROPER, GHAIRING &CONCRETE COVER E=—ACCEPT L3 FAIL UPERSEGURENT'olz REINFORCING C:f—ACCEPT' n FAIL_ C3. RROPE- RLAYOUT O.FPOST TENSIONING -TENO.O'N'S*- M ACCEPT L3 FAIL, c:3"PROPER .DRAPE , OFPOST TENSIONING I-LNUONS C3 ACCEPT p FAIL. 1 PROPER .SHEATHING:&ANC.HORREINFORCING' ACCEPT E:3 FAIL r-3 OTHER,. Mr ACCEPT M I FAIL CRITERiA UTILIZED At. INSPECTION REFERENCE: 6 Mr_StRUCT_UR_AL'DW.,! 3740INGSSHE&(S)DETAIL(S) RFI M; SHbP DRAWINGS E:3 OTHER DATEI): Y 7 REMARKS: copl6s: Of-kSWiun R. Brittmirt * Winter 6&d0n;florida 34787 khone:; 1(407)01454 04f :(4071) Ax 654-7347 Florida. C61ific-' ation Ni),,646 INSPECTION. REPORT- REINFORCED CONGRETE G.ONSTRUCTION CLJ NT: 7 j0NU _ 6-111-1 PROJ X13 / OF C3: woll ca Column M Slab C:3 Stair REINFOIRCING; sTOEL PLACEMENT FLEVATION) FLOOR: PLAN LOCATON: 77L) 5& d,,S 7U) 66NOTIO'NSIC-0 N-' S--T'RU'CTIO- U INS I PECT E - D; PUNCHUST ITEM 9 E57-'P-R ,OPER SIZING & SUPP,01R7T0F FORMWORK Ea--ACC-EPT 1 FAIL jEr-l"I'MPER SIZING & GRADE OF BARS jE3—MGCEPT E:j FA11- PROPER QUANTITY, SPACING- 8i' LAYOUT a--AC-CEP'F Ez! FAIL ER SPLICE LENGTHS '&.,(3PLI SPLICE LOCATIONS I ACCEPTEm- 1: 3 FAIL, ER CHAIRING & CONCRETE COVER Ea I ACCEPT C3 FAIL Enr PROPER SEGURBNTOF REINFORCING r2Ej—ACCEPT m FAIL, E::3 PROPER LAYOUT OF POST TENSIONING TLNDONS p ACCEPT L3 FAIL t-3 PROPER CRAPE OF Pos--rTE NSI, ON I N(3- TEN DO NIS M ACCEPT r_3 FAIL 0' PROPER SHEATHING &ANCHOR REINFORCING czi ACCEPT 0 FAIL M. OTHER M ACCEPT M FAIL CRITERIA UTILIZED AS' INSPECTION REFERENCE: 9"STRUCTURAL DRAWINGS SJ-J, EET(5)-5106.:SIGH 7D,1ETAIL(S) RFI r-3: SHOP DRAWINGS' sw S/01 M OTHER DATER REMARKS-, Copies:; I e- v, ILERRA 01 Susan 1B. Britt Court • Winter Garden, Flriritia 347R7 k'houe: (407) 8774W.e Fax: (4Q7):654-7347. 1Z ridaGertificafinn,No..648G INSPECTION. REPORT = REINFORCED CONCRETE CONSTRUCTION 9 i J JOB NO: PROJECT; Zts}'Z. ,/7'/>'C 2..7J%7'C l1L, REMARKS:- wal! Column Slab Stair REINFORCING STEEL.PLACEMENT ELEVATION&LOOR: i { k,lz " PLAN LOCATION:,.GY46F t,-it4Zj /.1CDC ; All 73, =( r'itrd•) S'Lu' Cf i 2=iGi .Lc1 Sc,1 ti` coNOITIONSibONS.TRUCTION: INSPECTED_. PIJNCHUST `ITEM,#. P,ROPER,SIZING & SUPP-ORT OF FORMWORK ACCEPT Ul PROPER SIZING & GRADE OF OARS C ---`ACCEPT FAIL. FAIL PROPER QUANTITY, SPACING A LAYOUT CJ ACCEPT FAIL ki PROPER.SPLICE LENGTHS & SPLICE LOCATIONS ACCEPT FAIL Q',,P!20PERCL-IAIRING&CONCRETECOVERS EPTPiCEPT- L_I FAIL Z PROPER SECUREMENT OF REINFORCING FAIL, 1; PROPER LAYOUT OF POST TENSIONING TENDONS ACCEPT FAIL I PROPER L RAPE OF POST TENSIONING TENDONS ACCEPT 0 FAIL PROPER SHEATHING &ANCHOR REINFORCING ACCER`G El FAIL: OTHER j ACCEPT FAIL CRITERIA UTILIZED AS NISPECTION REFERENCE; l/J STRUCTURAL DRAWINGS SHEET(S 1D DETAIL(S) RF.I SHoo DRAWINGS OTHER BATED: -7/3 /f Th?s:re: urt shall eet be reproduced, except iri full, Gjtltouf fac tiri tan permission, of the laboratory GaPina'. Re_ gpeuflul1.ly;Submitted. TiERP,A Tn. fyF{ IERRA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 8/14/2019 SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) EL; 31' METAL DECK ROOF LEVEL (SW-7-SW18) (SWF-SWD). POD 3 ROOF LEVEL Plan Area: Column Line EL: 37'-6' METAL DECKING (SP-SWT) (SW-19SW-27) JOIST AND P.A. INCLUDED. Other BOLTING AND VISUAL INSPECTION OF WELDMENTS POD 2 EL: 37-6' (SWG-SWC) (SW-1 WELDMENT OF WINDOW FRAMES INCLUDED. Status of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s tional Information: Reference Attachments to this Report El Remarks: FIELD FIX, H.S.S (SW12/ ACCEPTABLE. s ing any IS ACCEPTABLE. DRAWING RELEASED ON 5/22/209 ARE may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Date: Project: Inspector. Scheduled By: IIERIL Report of Structural Steel Inspection 8/1/2019 Client: SANFORD AIRPORT AUTHORITY SAN AIR EXP 3 CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ation of Inspection Services Provided: Floor Level (Elevation) EL: 15-81/2" Plan Area: Column Line FROM (SW9-SW7) (SWF-SWD) (POD #1) FROM (SW1-SW4)(SWA Other Status of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: AT EL: 37'-6" ALONG THE (SWB) LINE "REFER TO 2ND LEVEL ROOF" FRAME A TOTAL OF 3 SHEAR TAB'S HAVE BEEN RELOCATED. 8021312, 80262, 802133. THEY WELD TO TRUSS "2" POD#1) RFI/EOR Reinspection Required: Deficiency Added to Punch -List; #'s #5 Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: H.S.S. WAS ADDED AS DETAILED PER DRAWING AT (SW12/SWD) "NO OFFICIAL RFI WITH ENGINEER STAMP" responsible for scheduling any reinspections that may be re Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Septeuiler 6,2619 y of,,%nfotd 300 NT: Park Atie: S6jtl6rd,,FL.32 71 Aitcntion: Mr. Dave Aldrich COO, l ({'P-Ri iidiug .Officia RE: Summary of ThresholdInspeetion Services Sanford Airport Phase Terminal R Outbound BuildingTermit No. 18-3941 Sanford, FL Tierra Project No. 511.1-18-052 Dear Mr. Aldrich: Tierra Inc. has been perform ue threshold ir.i,4pectinn Services on, the structural load bearing, compo rents' for t11c rufcren ed projecf. These service were perfornaed in'accordancc with the Threshold.Tnspection' Plan and were- coordinated through Walhridge's on site construction team. This report summan7es nut activity botween August 1, 201,9 and August l 1, 201.9. During'thisperiod; our representatives have iisspected subgradc soils, fo.jnwork reinforcing. ;steel' placement and concreterrplacccit arid: consolidation in4he futlowing general Location's:. Cnlumus Pedegtal4 Foundations Based o 5 6m obscrvations.it; is cur, opinion the descrihed stmetural load bearing components listed; ` Ath the exception of items •noted in our punch list, leave heen fo md to be canstructud Ln a substantial: aecorelzncc, with the approved project plans and specificatiom:,mid .as modificd'by IT' issued bythe 5trueiur al` I .>it Leer of Record. We have attached taut _representatives' rcinforciug, _steel observation 1J. MJenniferTaylor Dlane: Crcivs D*rel Presaey S!*6 F'igrey Giagi kher' Qm8akenosaa n' el iz3Ylo as: a.rirf' dcrewsoo§aa. nel Darrel.PFesley o)San6fordfl;go_v. Ste ve. F io revCaS a of o rd f l: go v gflschaoggialbrldae. com lfiusan_R Jirit€C:ourt;*'WinterGardcn„FL.34787 Phone (407); 877-1354`• Faz (407)654-7347 Flurida C' ert ficatinn No. 6486 STRUCTURAL STEEL PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 2 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5/1/2019 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUNIEER DATE DESCRIPTION OF DEFICIENCY ACTION REWIRED REINSPECTION REINSPECTION TINE DATE 1 2/20/2019 Welding not complete @ column (J-23) Unspecified splice @ (L-18.5) tube extension. Unspecified column splice @ J-18.6)@ roof line. Field welding inspection of truss frames never scheduled for splice, sheet no. 2-S305 detail A+B RFI FOR Accepted by FOR 5/3/2019 2 3/1/2019 H.9-18.6) Column extension not addressed by engineer. Main truss at 22 line shopweld insufficient RFI EORNVeId Accepted by FOR 5/3/2019 3 4/19/2019 Undersized welds @ x-bracing 18.6 line Repair Repaired 4/22/2019 4 5 6 7 8 9 rvi TERRA 591SusamB. Britt coitff- WkWrGarden,'Florxda 34787 ph-mb- ( 447) 877435+o! Fxr,(407):654-7347, I -,a c, rm b Flod oiallo.,64816 INS- NECTI ON REPORT -REINFORGED CONCRETE CONSTRUCTION ft A c -11 t a, fr CdW,NT.; '55e6 Al IIRMr DATE: ob "5 /19 JOB NO - PROJECT Aoze REINFORCING STEEL PLACEMENT Pl— Foundation, ELEVA`ff0WFLO0R:Ar,/4.-5 , 'a1wa- 7 Wall M Column . 0 PLANLOCAT[ON, Slab Ej stair D Oter 7 r CONDITIO,N41CONSTRUCTION IN5PECTED: PUNGHLIST jtE;M # U- OPER, SONGA SUPPORT OFFORMWCiRK EPT El FAIL PROPER SIZING& GRADE OF BARS E--' ACCEPT 'Ef FAIL PROPERQUANTiTY SPACINIG&LAYouT, E-1-' ACCEPT DFAIL SPLf.CL-.LE- NG-F, . IHIS&SP LICE LOCATIONS ACCEPT Lf FAIL pji0PER QATION PRIER-CHAI RING ?. CONCRETE COVER e---J G'CEPT 2-'RR0PFR SECUREMENT. QF REINFORCING L-T—ACCEPT FAILROPER LAYOUT OF POSTTENSIQNING TENDONS L-11 ACCEPT U FAIL, Li PROPER DRAPE; OF POST TENSIONING TENDONS El ACCEPT L. FAIL El P,qbpF- P. SHLATHING &-AN6HOP, REINFORCING 0 ACCEPT IT FAIL OTHER'—.,-- El AWi TT El' FAIL CRITERIA UTILIZED AS, INSPECTION REFERENCE: STRUCTURAL DRAWINGS SHEET( S-SLO,E)ETAIL(S) RFI CI SHOP DRAWINGS OTHER DATED: 0 7A-, 0'1-7 REMARKS:: full, wfthnutthe, perr,, lsslc- -1 of the labbratp!y Respectfull,ySubmifted TIERRA INC. 591 Susan B. Biiti Court,o WWf.eyG:ardeuj1orida.34797 Phone: (407) 877--1354 -1 F (407)-654AS47 Morida Ccnificati(jryNu, 6486 INSPECTION REPORT - REWFORGED, CONCRETE C- OINSTIRJ G"TION CLI[)ATE E: .NT: PROJECT! Job NO: z REINFORCINO STEEL PLACEMENT t_REA-.OF INSPECTION Vbundad6n. 7 ELEVATIONIFLOOl"t WEdf: El Column PLAN LOCATION-J& Slab El Stair- s0,41 > L1 Other CONbITi0Ns1cbN8T'RUdTI0N INSPECTED: PUNGHLIST ITEM # 4n PROPER SIZING &,' SUPPORT rQF FORMWORK U.—ACCEPT El r-Afi.. ROPER SIZING,& GRA DE OF BARS D— ACCEPT FAIL, ROPER QUANTITY,SPACING &LAYOUT L ACCEPT El FAIL PROPER'SPLICE LF-NCT.H'3:& SPLICE LOCATIONS E ACCEPT TJ FAIL RROPERC AJR' H ING. & CONCR.FTE COVER E-1 ACCEPT 1:1 -FAIL HTIPIRGPERSECORENTE OF REINFORCING MT— ACCEPT EJ FAIL I 'PROPERtAYOUT OF'POSTTEN81ONING TEN DONS 0 ACCEPT L1 FAIL PROPER DRAPE OF POST TENSIONING TENDONS LI ACCEPT [It FAIL: PROPER'SHEATHIN.G &ANCHORM NFORGIN13 0. ACCEPT FAIL OTHER ACCEPT 0 FAIL - This Mpbrtshali W he "mdu(ed, C 11, •tWrffioLfthaWrftten peMiMlon dthe labora I bory c6ple-L: Respectfully Submitied TURRA)UNC. ftl Y®o 'I® r 591;Susau B. Briti;Court o Winter Garden, 7orf(W34787 Yh orie: 007) 677-1354: 6 -Fax: (4U7) 04-7347 l+lorida Ue lffi ion No. 6496 IN REPORT - REINFORCED CONCRETE CONSTRUCTION CLIENT: w:t 1^uii DATE: JOB -NO: $`)t1 PfROJECT:. v,}'vic; V U( [i REMARKS: AREA:OF INSPECTION: F1 E undation a.11 L1 Column Slob 5talr Other REINFORCING :STEEL PLACEMENT ELEVATION/FLOOR:. I S TIC., i c-F. K PC nV A PLAN LOCATION: IA IJ CONDITIONSICONSTRUCTION INSPECTED; PROPER SLING & SUPPORT OF FORMWORK PROVER SIZING & GRADE OF GARS PROPER QUANTITY,, SPACING & LAYOUT PROPER SPLIGE LENGTHS & SPLICE LOCATIONS: ROPER CHAIRING & CONCRETE COVER F'RONER SEC.UREMENT OF REINFORCING C1' PROPER LAYOUT OF: POST TENSIONING TENDONS PROPER DRAPE OE POST TENSIONING TENDONS. PROPER SHEATHING & ANCHOR REINFORCING O..I'HER CRITERIA UTILIZED"QS INSPECTION' REFERENCE: PUNCHLIST ITEM# ACCEPT FAIL ACC_EPT ElFAIL ACCEPT FAIL ACCEPT L] FAIL El- ACCEPT LJ FAIL ACCEPT 1 1 F AIL F1 ACCEPT FAIL Ell ACCEPT FAIL 1-1 ACCEPT FAIL Li ACCEPT FAIL 2 STRUCTURAL DRAWINGS 5HEET(S} O - DETAILS) RFL U SHOP DRAWINGS P77. OTHER DATED.: St —t1-1 I has;,'eEnyRsf,tiill'mit be cepP6duce3,`ez66p. ih full- whh6ut"the w4tfen permi sion_c tho laticratury copra: Respectfully Submitted TvkRF-k jN- c; 591 slfsqja-& Witt Court a Wi uter Gatdcii, _M o66 34787 khoae: (410,7) 87774 1 S54%e fax(46t'-.654-7347 Koridli'Ceriificati,* No. 6496' INSPECTION REPORT REINFORCED CONCRETE- CONSTRUCTION CLIENT: kAw,i N q DATE: Y- -6 PROjECt: JOB NO: REMARKS: AREA OF INSPECTION El, Fouh-da(liah El wa El Column 01. -Slab El Sdalr RIEINPORCING STEEL PLACEIIIIENT ELE-YATIONIFLOOR: 10 axJ144 C ij^ A S PLAN; LOCATION-.' J-141-4 1 4-16% V% CONDITIONSICONS-mUCTIoN INSPECTED: PUNCHLIST ITEM-# Cl PROPER SIZING!,& -SUPPORT OF FORMWORK 0 ACCEPT LJ FAIL U PROPER SIZING & GRADE OF BARS D ACCEPT T1 FAIL F-I PROPEROUANfi.TY,-SPACINb & LAYOUT D ACCEPT FAIL PROPER S-PLIC-E1EN - GTHS & SPLICE LOCATIONS El, ACCEPT o FAIL E], PROPER CHAIRING & CONCRETE COVER EJ ACCEPT L1 FAI'L 0 PROPER SECUREMIENT OF REINFORCING. El ACCEPT ED] FAIL 0 PROPER LAYOUT .017POST TENSIONING TENDONS 0 ACCEPT ''El FAIL D PROPER DRAPE OF POST TENSIONING TENDONS' El 401PER &,ANCHO.R REINFORCING 0 AP.CEPT El 01"ACCEPTO'ACCEPTEl El FAIL FAIL 14THER, SHEATHING Py zi-AAk4A i E- El FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE,: el'STRUCTURAL 0 R AWING5 SHEET(S), DETAIL(S) RFI SHOP ;D RAWINGS F1 OTHER DATED: I 1 -j 9 This mpartshatl n-,4b,_.r-Lpcoduwd, ukoapt in.fulli without ihe 'notten perftsslon oftlic labomtcri, C6ple* R6speaffilly Subfnitt6d, TjLEaRA wrl. IIERRA 551:.Susa B. Britt Cowl- Winter Garden,-Flo,irida 3_4781TOPhone: ( 407t)S77-1354 i Fai:i(407):04-73417 Ffbrulk Certillication Nii. 6486 INSPEECPONREPORT REINFORCED CONCRETE CONSTRUCTION DATE - JOB NO: PROJECT: !; ev f_b REINFORCING STEEL PLACEMENT AREA OF INSPECTION ELEvkTtON* LOOR4 Ll A/vall Q doiurnti PLAN LOCATION: Slab ET Stair 5,T.103-ZI VT11AO; ?/,!b (5A/ Cbt4b!. tiONSiCONtTRUCTION::INS,PECTED: PUNGHLIST ITEM,#'' QPER SIZING &SUPPORT OF FORMWORK E]—ACCEPT FAIL PR 60 ER SIZING & GRADE OF BARS ACCEPT n FAIL 5w- OPER QUANTITY, SPACING & LAYOUT n—ACCE*Pt' n FAIL; 0- ER,,SPLICE LENGTHS & SPLICE LOCATIONS ACCEPT 0 FAIL 0P I ER CHAIRING & CONCRErE. COVER ACCEPT El FAIL L R_ SEOURE'MENT OF I REINFORCI - NG' ffr_.ACCEPT El I IFAIL F1 PROPER LAYOUT OF POST TENSIONING TENDONS 0 ElACCEPT El FAIL PROPER DRAPEOF Posr-rENSIONING TENDONS El ACCEPT El FAIL Fl. PROPER, SHEATHING & ANCHOR REINFORCING: El ACCEPT El FAIL_ Rr OTH' ER ACCEPT El FAIL REMARKS: CRiTERJA Utl_ 12b. AtINSPECTION REFER.EN,CE-. STRUCTURAL DRAWINGS DETAIL(S), RFI SHOP DRAWINGS T1, OTHER DATE IJ.: This'fepvjilbhall n0t be r_6prQdUr.;3d,,rxc#- _Ctth6l it iifull, Wit-hOLIt ft.Wftft O MlSrbfi SbOfatbrY Respectfully Submitted Tl) -kRA Llit. 1E_ RRA 593. Susan 11 c 787 Flione.-(41n.,8774354- qFw. OV) 6544347 Mprida'Certification No. k86 INSPECTION REPORT REINFORICIE'D CONCRETENSTRUCTION CdFNT:" JOB NO PROJECT: ;4 REINFORCING 5TE tL PLACEMENT AREA OF 1N9Pr=CT1QN El Foundation ELEVATION/FLOCA-- t,6Ve"7Z ?4 PLAN LOCATION- Slab F!, Stair Ot* _oZ7_Z3 7; A72/,'7 COMLY]TIONSA13ONSTRUCTION: INSPECTED: PUNMILISTITEM9 re OPER.52NA- GSUPPOM",0F FORIVTWOAk U—'ACCEPT El FAIL. EROPERSIZING, & GRADE OF BARS ff-_ ACCEPT LJ FAIL RROPERQUANTITY, SPACING & LAYOUT ACCEPT 1._ T::I7R0PER'S , PLI , CE LENGTHS &SPLICE LOG&IONS F -1 ACCEPT 1- 1 FAIL El FAIL E 7 PR0PER. CHA.IfZ(Nq & CONCF ETE COVER, ACCEPT El FAIL ri PROPER SECUREIVIENT OF REINFORCING El FA . I , El OR OPER LAYWT OF POST TENSfVNING TENDONS 1:1 ACCEPT 0 FAX PROPER DRAPE OF PO,ST TENSIONING TENDONS 0 ACCEPT El FAIL PROPER; SHEATHING &ANCHOR REINFORCING'' El ACCEPT FAIL 71 QTFER ACCEPT LJ FAFL' P, RITERIA'UT[LL7.E.,D.AS.,IN8PEdf[OM REFERENCE STRUCTURAL DRAWINGS SHEET(,,;) VETAIL(S) RFI_ 11 SHOP DRAWING$ A OTHER UATEP'_ 711 7 REMAR' K_S:• This rppor(shall not hp,reproduced, ,except iiifull, wWuu1fha_Wn'tten'perm1sq1an rftplab6mbry Respectruliy Submitted IM RRA 1N C. I Sepj0m,ber 9.- 2019 City of Sanford 3.00 N. Park Ave. Sanford, FL. 3277.1 Attention -Mr. Dave .Aldrich C130,MCILBuildingOffloial RE-.:. S-unu'rimy of Threshold, inspection Semces Sanfbtd,Air ,portIlliase 3TermJf)a'l B Outbound B-nI1dingI'-erffiifNo. 1&-001969 Sanford,FL Tierra Pi-0je-UIN6, 5111 -18-052 Deiir Mr. Aldrich: Tierra Inc. has been per-fim-ming threshold inspectioj..5ervices on, the structural load boaru'ig. components; for the referenced Droiect. These service's, wercperf0fintd. in accordance wLtli (ho Thi6hold iri, p Wo Plan and werecoordinatedtluo6gh,W,'6!bridgc's6ii,site- construction learn. This rqurt SUMIRUR , zes our ad'A, ity between Aupstl, 2019 And August 31, 20 - 19, During this period,., our represcritativas have inspoctod subgradc soils, furrawork, reuif6rcing steel plaiaeni&nt a64 coifietete placement and consolidation idation in, flic fbflowi-pggenural I maliorysl.- Wielded and Bolted, Comne6tioins Maspint-y-WAIls Slab nn Grade Sephrid.floor Stab Based m2our Obset w.ttionls it isour opinion the des bed structural. load bearing:coniponcntslisItod, Nvit'll the QN-doptipn; of d10 items ppfod in Our punchfist have been found to be consuticted in a substantial acqotdfl].IA pyiIj jpe-, approved project plans ffladspecifications: and. as modified by joj's is8 W by thb Struqth ITF-50jVe Record. We - have, attachedour representatives ` rciijfbrcing;,stc4A observation reelF jz?V 6t N S - Ily Cr eq I r I q IespL-A - speaks; Jr:gs- k 4enniferTaylor bylo[ftsaa.fiet Dlane Crews dcrewsnosaa.net Darrel Presley Darrel PreslegftSanfordfl.gov 13teve. 'Florey Sleve,Rion-VASanfordfl. gov Greg F ischer 0 cherft4kidge. com 591 Siisnln.-,DiDriftCourt alWhiter Carden, FL 34787 Phnnej,407) 877- 1354, ip. Fat-(407) 6544.347 Florida Certifientionsio. THRESHOLD PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 3 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5/1/2019 DESCRIPTION: THRESHOLD INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REWIRED REINSPECTION REINSPECTION TINE DATE 1 5/8/19 1 Set of cylinders did not meet at 56 days strength requirments.(attached) Acceptance from Structural Engineer required Approved by FOR 8/27/2019 TIERRA STRUCTURAL STEEL PUNCH LIST PROJECT NAME: SAN AIR EXPANSION PH 3 PROJECT NUMBER:5111-18-052 FIELD TECHNICIAN: Carlos Lopez DATE OF REPORT: 615119 DESCRIPTION: STRUCTURAL STEEL INSPECTION REM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED RENSPECTION RENSPECTION TIME DATE CLOSED 1 5/9/2019 excessive gap @ base of HSS (sw13.2) (swd /swf) el. 12 ft RR FOR Approved by FOR 8/27/2019 2 5/9/2020 shear tabs were welded @ el. 16ft (sw5) line (801 B16) also done @(sw7/swB) (801 B11) RR FOR Approved by FOR 8/27/2019 3 5/9/2018 tube steel along the (SW11/SWF-SWD) line was modifried E1.13.4 RR FOR Approved by FOR 8/27/2019 4 5/9/2018 Beam was thermally cut 801b16 (sw7/swB) RR FOR 5 8/1/2019 3 Shear tabs have been reloacated 8021312, 802132, and 802B3, welded to truss RR FOR 6 7 8 9 IEERRA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 8/1 /2019 SAN AIR EXP 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) EL: 15'-81/2" Plan Area: Column Line FROM (SW9-SW7) (SWF-SWD) (POD #1) FROM (SW1-SW4) (SWA• Other No Deficiencies Noted Deficiecies Noted; Types, Location: AT EL: 37'-6"ALONG THE (SWB) LINE "REFER TO 2ND LEVEL ROOF" FRAME A TOTAL OF 3 SHEAR TAB'S HAVE BEEN RELOCATED. 8021312, 802132, 802133. THEY WELD TO TRUSS " 2" POD#1) RFI/EOR Reinspection Required: Deficiency Added to Punch -List; #'s #5 Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: H.S.S. WAS ADDED AS DETAILED PER DRAWING AT (SW12/SWD) "NO OFFICIAL RFI WITH ENGINEER STAMP" ris any reinspections that may be re Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IE Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 8/14/2019 SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) EL; 31' METAL DECK ROOF LEVEL (SW-7-SW18) (SWF-SWD). POD 3 ROOF LEVEL zzPlanArea: Column Line EL: 37'-6' METAL DECKING (SP-SWT) (SW-19SW-27) JOIST AND P.A. INCLUDED. Other . BOLTING AND VISUAL INSPECTION OF WELDMENTS POD 2 EL: 37-6' (SWG-SWC) (SW-18-SW26) WELDMENT OF WINDOW FRAMES INCLUDED. s of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Iniormation: Reference Attachments to this Report Remarks: FIELD FIX, H.S.S (SW12/SWD) IS ACCEPTABLE. DRAWING RELEASED ON 5/22/209 ARE ACCEPTABLE. I Note: Contractor is responsible for scheduling any reinspections that may be re Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 h111ERRA Report of Structural Steel Inspection Date: 8/27/2019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXP PHASE 3 Inspector: CARLOS E. LOPEZ Scheduled By: Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other ration of Inspection Services Provided: Floor Level (Elevation) EL: 31'-4" Plan Area: Column Line FROM (SW-7-SW18) (SWF-SWD) SECOND LEVEL ROOF FROM POD #1 TO POD#2 Other of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Reference Attachments to this Report Remarks: THIS AREA HAS BEEN INSPECTED AND NO DEFICIENCIES WERE NOTED. edulin. q any may be requ Tierra, Inc. • 591 Susan B. Britt Court Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 T. yy,,SyxZ tt` RRA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 8/27/2019 SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other cation of Inspection Services Provided: Floor Level (Elevation) EL: 37'-6 Plan Area: Column Line POD #2 LOCATED AT (SW18-SW26)- (SWG-SWC) Other No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s nal Information: Reference Attachments to this Report Remarks: WELDMENTS ON H.S.S, BOLTS, DECKING, P.A. WERE INCLUDED IN THIS ISPECTION. NO DEFICIENCIES NOTED. responsible for scheduling any may be requi Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 I -TERRA V'S•'"GLti"PJCiU4' . Report of Structural Steel Inspection Date: 8/27/2019 Project: SAN AIR EXP PHASE 3 Inspector: CARLOS E. LOPEZ Scheduled By: Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) EL: 37'-6" Plan Area: Column Line POD #1 LOCATED AT (SW1-SW4 Other of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted-, Types, Location: Reinspection Required: Deficiency Added to Punch -List-, #'s Deficiency Removed from Punch -List-, #'s Punch List Items Still Outstanding-, #'s Additional Information: Reference Attachments to this Report Remarks: WELDMENT OF H.S.S, P.A., METAL DECKING, BOLTING WERE ACCEPTABLE. NO DEFICIENCIES NOTED Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 59l Susan R. Britt C''0 uxt 6 Wfiiter,Qardcn,Florida,14787 Phone: (46-,) 8774354 - Fif2a (407) 04-73-47- flarlda (,"elcationtin. (486 INSPECTION REPORT - REINFORCED CONCRETE- CONSTRUCTION J DATE; CL14NTi, TE- JOB NO: PROJECT::.Llylz_b REMARKS, - RE]INFORGIO'STEEL PLACEMENT AREA OF INSPECTION Foundation ELEVATIONIFLOOR4 gtom_ Lnz - S- e-- YWWY_k-_ El Wall l_?e— L PLAN LOCATION: 51"w ee.,l IN F-1 stair 7b S'61le ^5b SwIg 70 -51(ZW li'Other CON DITI ONSICONSTRUCTION INSPECTED:: PUNC. 114UStITEM4, ROPER SIZING &SUPPORT OF FOJRMV.VORK El --ACCEPT R FAIL PROPER StZI NG & GRADE OF BARS LiJ ACCEPT C FAIL OP ER, QUANTIT Y,SPACING7& LAYOUT 2: ACCEPT 01 FAIL PROPER SPLICE LENGTHS & SPLICE LOCATIONS 9—'PROPERCKNRIM3 & CONCR.ETE,COVrR E ACCEPT Q n FAIL Rk 'PER SECUREMENT OF REINFORCING LT_ ACCEPT ACCEPT Ll FAIL FAIL 11 PROPER LAYOUT OF POST TENSIONING TENDONS 0 ACCEPT J FAIL, El PROPER-0 RAPF= bF'POST TENSIONING TENDONS 7 ACCEPT El FAIL 11 FfkOPER SHEATHING& ANCHOR REINFORCINGG IL-11 - ACCEPT 11, FAIL OTHER It, ACCEPT FAIL CRITERIA UTI.LIZEDAS INSPECTION KtFIIERENCIEI. leA`STftUCTURAL DRAWINGS SHEET(S)L,3 *510 DETAIL(S) RM SHOP DRAWINGS rl OTHER DATED:, LY2. 4 IT,! report 3h dl not hamproljmd, except in full,without'the Wrlttm permission of I 0jola-umatoLl 000eq._ Respectfully . submitted TIERRAJN'. C. HIM•' t ,\. 591-Numw 11. Britt Court o Whiter Garden, Flor da 34787 Phone: (407) 8774354 a Fuz: (407) 654-7347 Florida Ccriilication No. 6486 INSPECTION REPORT - RE.INFORCE:D CONCRETE CONSTRUCTION CLIENT:J4J%6t°%3" DATE;/ , JOB NO: _5'/,j PROJECT: CXpr'.rand - REB9ARKS: RI WFORCINC'STEELPLACEMENT' ELEVATIOIVlFLOOR. OZ 1 AREA OF INSPEC'1'101`4 Foundation W611N ztG,v4 tf. LL G Column PLAIU;LOC4TIOIV- ( P ITO S Slab. Stair3TZi.lat'}S, L R Siall7"C7 51.1 lJ L OtherG CONDIT[ONWC.ONSTRUCTION INSPECTED: BUNCHLIST]TEM i PROPER SIZING & SUPPORT OF FORA WORK ACCEPI' F111LL, PROPER SIZING <& GFiPaE OF BARS, ACCEPT Ll FAIL J ROPERQUANTITY,,SPACING&LAYOUT' I_,ACCEPT El FAIL. - I,PROPER;SPLICE LENG t'HS & SPLICE LOCATIONS ACCEPT FAIL PROPCR`CHAII ING & CONGRETE.GOVER PR C.A.CCEPT FAIL O10E-R SECUREMENT'OF REINFORCING L'J" ACCEPT FAIL ED P`ROPER:LAY OUT OF:POST TENSIONING TENDONS ACCEPT FAIL PROPER 13kAPE OF POST TENSIONING TENDONS ACCEPT f I FAIL, PROPER: SHEKI'HING & ANCHOR -REINFORCING, ACCEPT FAIL _. OTHER_ ACCEPT LJ FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE;r y SI"RU,CT.URi1L DRAVJLNGS SHEETtS};:" UE'If#lL(5). RFI, Ej SHOP DRAWINGS` OTHER .. i hfs repertsti211 nrt he rspraduced; exce ti;i: full, 4a t`tout the`arilten permaslon cf rhP Iahq:-alpry" Copies: Respectfully S ubmiced: KkN.11 c; TIERRA 591 Smsan B. Bnft Cana PW*r Ghrdeu, Florl I da,347V Phone: (407) 8774354,* Fai-O" 6y4-T347, 6486 INSPECTION REPORT REINFORCED CONCRETE CONSTRUCTION. ctlkNt. e DATE: JOB No: i.4 2ii eomrl aoaoc I I column stair REINFORCING STEEL PLAGEMENT PLAN LOCATIONS 4v1Z1 SIJ2-& CONDITIONSICONSTRUGTION INSPECTED: PU NCHLIST ITEM 9 IF--QRQPErR S17-1 NG &.SUPPORT-OFFQRMWQRK Ld—.A CEPT D FA[[.. SIZING,& --GRADE-.OF BARS AC-CF--P-f Ll FAIL - . PROPER2---PROPER'QUANT] QUANTITY, SPACING & LAYOUT T-- ACCEPT El FA3L D --P,.RQI--R-SPLICELr-.NGTHS&:SPUCE,LO-CA'I,l-ON8 CCEPT Fl, FAIL R-WRER-CHAIRING'& GON'CIETECOVER ACCEPT D FAIL- PRQPER -SEWRE'M ENT OF RFiNFORGING HACCEPT El FAIL El PROPER LAYOUT OF POSTTEN'SIONING-TENDONS` EJ ACCEPT Ll FAIL El PROPER, DRAPE OF POST TENSIONING TENDONS Ll ACCEPT 0 FAIL. Ll FIROPER SHEATHING&-ANCHOR KEINFURGING F-I ACCEPT ol FAIL OTHER El ACCEPT Ll FAIL PRITERIA UTILIZED AS, INSPECTION REFERENG.E: L-3-IS-RUM PAL DRAWINGS SHEETS16'? DETAIL(Sj3-.5'110 it-1 VINGSi U8HI OP DRAWINGS' 1: 1 OTHER DATEll RtmARKs-. T- hls beportsft-tdl not be raprodumL% ,=Bpt in full, Mthautta written permLmlon of lahcrjtory copies: llesoecmlly, Submkted, 0 TYERRA 59iSlisalt B.Bribl Couft dWilmer Oiirfl6a, F110,rida 34'MT Phone: ( 45 877-4,354.6 raxv--_'(40 7) 65; V7347 6, 486INSPIECTION REPORT - REINFORCED CONCRETE CONSTRUCTION ciLANT; ! e" W-6 AtA'YZ-7' DATE., Ylzv Z. 9 PROJECT. REINFORCING STEEL PL ACEMENT AREA OF INSPECTION Foundafion ELE:VAT11,0WPL00R.<!&n2v-A e_6: y4y c pj-- A: PLAN.LOC 171ON 0 stair Other 54() Z.V.,jvt5 5 CONDMONSICONSTRUC: rm INSPIMP PUNGHLIST ITEM.# 7 SIZING & SUPPORT OF PORMW'ORK is ACCEPT FAIL RROPER SONG! & GRADE OF BARS ACCEPTEJ FAIL 0PE ' R. QUANT",,5PACING LAYOUT ACCEPT FAIL oPER LIICL LENGTHS &_ SPLICE LOCATIONS Ac'QEPT FAIL f:' fj41ROPER CHAIRING & CONCRET" -FAIL' ECOVERACCEPT [J ET_ PROPER SEC lJRF_MEtJj_'OF:RE-*IPJfFORGING 9.-AGCEPT El- FAIL MO PER LAYOUT OF ROST TENSIONK0 TENDONS El ACCEPT 0. F_AJLPROPER- D.R/-'%PE OF POST TENNSIONING',rENDO,NS El ACCEPT 'U' FAIL Ll PROPER 8REATHING & ANcHbk RP1NF0,i1GIW; :0 ACCEPT 0. FAIL I OTHER-, 0 'AGGEPT El FAIL-, C- PUTEMAWILLZED M 11491PEdIldN REFERENCE: SHIEFF S),5- 4 DETAIL(S)FkF1 Q SHOP DRAWINGS El OTHER., DATED: zzw/ REMARKS- Copies: I_ Ms report shall not be,rep iWu cdd;.ex& 11V _Wlnfull, W M-nitthe rtdert re`Trflfw3-:ar1'0i the laboratory Respectfully Respecffully Stibmifted TIERRAL INC. ru r7m IIERRA 591 Snssla B. Britt COVit 6 Wktcr,GAfflbi M -rid" 34787, 01.). o Fax:,(4,07),65467347 1-jori,dacertifien'tion,N-o. 64 86, INSPECTION REPORT --:REINFORCEDCONCRETE. CONSTRUCTION DATE:; % 77 JOB NO PRPJECT: REINFOR, C,tNG StLzEL.O.LACr=MF-NT, AREA OF NISRECTION 0 Foundation ELEVATIONIFLOOP, 7 7 - 7L15- LJ-- Wall C"07'1g14e'l-- 0 Cl Column PLAN LOCATION: -Z va' F- 1 Slab Stair Ll O fhle' CONDITioNsICONSTRUCTIQN INSPECTM PUKGHILIST ITEM 0 B30PER. SIZI NG & SUPPORT OF FOF DAWOkk 1, ACCEPT -EPT11 FAIL F7' PRC)PER'SIZING&,GRA-DEOF'BAR8 0— ACCEP71" 12 FAIL PER QUANTITY, SPACING &-l-AYOUl 6— ACCEPT Lj FAIL 8PUCE LENGTH , [S &SPLICE LOCATIONS CPE E-- ACCEPT El FAIC D- — P R CHAIRING & CONCRETE COVER C-EIPT 7 -PAIL.- L--"— PROPERI SEGUR-EM ENT OF-K-INFORGING.. LI ACCEPT El FAIL, PROPER LAYOUT OF POST TENWNING°TENDONS ACCEPT FAIL PROPERDRAPIE- OF PC&'TENSIONING TENDONS Ll ACCEPT El FAIL I PROPER qWATWN.G &AWHOR REINFORCING 0 ACCEPT El FAIL Fl VYHER El AcctPT El' FAIL CR! TERIk LIT(IJ&D AS INSPECTION kETERENGE: P'-- S TkUCTURAL DRAWINGS - SHEET(S DETAIL(S)a 0 RM El SHOP DRAWING, El bT,,Hr=R r IF'E jA-1 D' FMWARKS; This repoftshall not Cop ies: Respectfully Submitted r--- October 1-0,, 2019 City of .Smford 300.'N. JWk Ave.. S,ahford,-PL. 32,-771 Attention: Mi. Dave.Altd.iicfil'(Bo, MCP -Building Official RE: Sumnimy.of Threshold Lnspeedoh,S ivices Phasc3 Taininal B. Outbound 13, UildingTerildt No.: 1,8-003 069 Sarff6r- d. FL T Trojc(A N'0; 5 Lear Mr.. A.0&16h: Tierra Inc. ha,,;- bo'em pe-r-f'orining threshold ihspe'ction sOryiecs on the svaptural load hearing components for the r,efbronced pr(Ij ect. These smices %vcre pertbirm ed in accordance With, tl!,e -Mresholdl. liisp,&qioii Plan- and vvere. com-dinated through WAI,bfidge'S 6n. site construction team. This,rep pit. summarizes our dtlivity- between S - eptember 1, 20 f9 and September 30, 2019:.- During this period, our representatives have, inspected subgrade soil-, f6miWork, reinfoi-,b-ibg st I I IV ap phic ement and concrote,phiobinorit and consolidation in thefcfllowing prieral locations,: N- Veided and lgolted,'Connettions AlftsonryWalls Slab: in Grade Second Floor Stab Based on our observations it is our opinion the described structural load bearing compon0jjts , th thu tl xeopfidn' of the items nofed,, J11 our punchlist have, beeii found to 'be.. constructed in a substantial ducordanpAmiql# p approved,prqjmt plans and specificationb and as modified by RFi s, . issued bv,the mr, ukpt}lalpl?q:m ft,j ,ep9rd. W VJIAVeattached, our cvprc6untatives- reinforcing:stmm l obseafnior youp, rec. 0 N. dit t 8.97 CC 'George SpeaKt, Jr. qkkge@psaa.npt Jennffer T6y- 1qr Mwl-orft- o s a a. n e DiFpip,Cre, M dr, Aosaa.net W - trBl I 'realey Qarre1.LPres1ey@8qnfordf1,-'qov Steve RDey tjL-_vP. FjqrpyftSanfordf[-gov Greg.3 C Fjsj her gLLr591Sumn B. Brill Qpijrt• Winter G d TL.* a.r en, 4.4787 Phone (407) 877- 1,354 a Fh.x (407), 61544347 Flaridg,Certification 'No.. 6486 TIERRA STRUCTURAL STEEL PUNCH LIST PROJECT NAME: SAN AIR EXPANSION PH 3 PROJECT NUMBER:5111-18-052 FIELD TECHNICIAN: Carlos Lopez DATE OF REPORT: 9126119 DESCRIPTION: STRUCTURAL STEEL INSPECTION REM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED RENSPECTION RENSPECTION TIME DATE CLOSED 1 5/9/2019 excessive gap @ base of HSS (sw13.2) (swd /swf) el. 12 ft RFI FOR Approved by FOR 8/27/2019 2 5/9/2019 shear tabs were welded @ el. 16ft (sw5) line (801 B16) also done @(sw7/swB) (801 B11) RFI FOR Approved by FOR 8/27/2019 3 5/9/2019 tube steel along the (SW11/SWF-SWD) line was modiffied E1.13.4 RFI FOR Approved by FOR 8/27/2019 4 5/9/2019 Beam was thermally cut 801b16 (sw7/swB) RFI FOR Approved by FOR 9/27/2019 5 8/1/2019 Shear tabs (3) relocated on truss 802B12,802B2,802B3/ Truss 2 connection In pod 1 SWB el. 3T 6" RFI FOR Approved by FOR 9/25/2019 7 8 9 Date: Project: Inspector: Scheduled By: TFRRA Report of Structural Steel Inspection 9/6/2019 SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) EL: 11'-2" from (SWG-SWT) (SW21-SW24) from Plan Area: Column Line POD 2 to POD 3 second level decking. EL: 33'-31/2" from (SWG-SWP) (SW21-SW-24) from POD #2 to POD # 3 Other Decking Roof Level Weldments of Wndow Frames, same Grid /POD 2- POD-3 of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 3 Report of Structural Steel Inspection Date: 9/17/2019 Client: SANFORD AIRPORT AUTHORITY Project: SAN AIR EXP PHASE 3 Inspector: CARLOS E. LOPEZ Project No.: 5111-18-052 Scheduled By: Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) Plan Area: Column Line Other Verifv location of deficiencies Status of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Please refer to report from 8/1/2019 is responsible for scheduling any reinspections that may Tierra, Inc. - 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 59i8u5ah'llB. Britt Coneo Winter Gard*-YloridgL 3478.7 Flioac: (407) 817 -M4 6 Val- (40) &547341 Nn.-(A86 IMPECTION. - REPORT - REINFORCED CONCRETE CONSTRUCTION' C04N.T: ,PA O—DATE , I JOB NO. 7-7-05- PROJECT: RJEIN'FORCING,STEEL PLACtMENT AREA OFINSPPCTION ELEVALTION,'FLOOR- 1 to R"-R 0 umll PLAN LOGATIOM, LL CONDITIONSIPONSTRUCTtON IN.SFECTED. PUNCHLIST ITEM L-1 —4FLROPER-SIZIN-G& SUPPORT OF rOkMVVGRI<, CC512T El FAIL PER SIZING & GRADE OFBARSAC:ET POL FAIL ILJ PER QUANTITY, SPAC-4NG & LAYOUT 0 FAIL C ROPER, -SPLICE LENGTHS & SPLIC LOCATIONS FAIL PROPERCHAIRWIG $ CONCRETE COVER CGEP I T - MIL El PKOFERSEGUREMENT OF REINFORCING ACCEPT El FAIL PROPER. I.AYOUT OF POST tENSIONINGTENE)ONS F-1 ACCEPT 11 FAIL El OROP EA DRAPE: OFV081-TENSIO KING TENDONS 11 ACCEPT Ll FAIL Fl PROPER SHEATHW 0, &,ANCHOR REINFORCING F-I ACCEPT 11 FAIL OTIlER [A ACCEPT. El FAIL CRITERIA UTILIZED AS INSPECTION RF-FEREN(jE: STW6TURALDRAWINGS SHEETS N DETAIL(S)l RF1 El SHOP DkAV. V[NQ$ El OTHER 3-- 5113 PAYED:_ d 14 7 REMARKS: This repartE,, 41 nptht, raproducccj exceptivin full, lab6ratcry copign: RespectflitlySubmitte-d. TIL01 INC. ry IERRA 59-11 stis" A-. pritt CODTterGqr pn,F1orida347 7 Phone: ( 407) MA.354,aA,`ax6 (407)454-7347 Maridi Ccilffiea6ou N- a. 6486 INSPECPON REPORT REINFORCED, CONCRETI= C ONSTRUCTION CLIENT: ATE- 71 p di JOBNO: PRO ECT-._¢ vfi-xv REINFORCINGSTEEL' PLACEMENr AREA OF! INSPLOWN U FVLMIdAlon ELEVAT IONIFLOOR: i,%,fs' L 0 -.. 71) Al kc- F' 1 Column PLAN LOCATfON-Xw—&,,am ISM& A4L3 e-viv 404,-,' r, stair 2*7 D Other 7 11& wi1,1 SAlaYsei c CONDITIONS[CONSTRILICTION INSPECTED: PUNCFflJST ITEM # 0 Eli P SIZN1G:&.SUPPORT OF FORMWORK. OFER SfZiNb &- GFj1DE OF BARS 2-,—AGGEPT N-5 0, FAIL PROPER,QUANT", SPAC NG:&;LAY.OUT ACCEPT ACGEPf 0 El FAIL. PJL 8-- PROPE, R, SPLICE LENGTHS & SPLICE L0'CATfONS E ACCEPT El rkl- 117PRC)PERCiHN" RING-&C'ONC'RETE,COVER L-, ACCEPT Q FAIL PR6PER, SECUREWNT OFREINFORCINC ACCE'PT, 01 FAIL 0 'PROPER LAYOUT OF POSTTENStONING TENDONS Fj ACCEPT J. FAIL, PROPER` 'DRAPE OF POSIT TENSIONING TENDONS U ACCEPT El FAIL, PROPER SHEATHING & ANCHOR REINFORCING El ACCEPT 1:1, FAIL, F OTHER, i El ACCEPT 0 FAIL CRITERIA UT( LIZERAS INSPECTION[ REFERENCE. I RUCTURAL DRAWINGS SHEE17(5):3-sito DETAIL(S)3 RFI SHOP DRAAMNGS QTHER I 7 q 420/7 IDA TEtPEMARKS:- 1 his except In ruil, vaiout U-1c writ..enLormisilon.cithe lebora.ary Respactfulty-Submitted TURRA:TNTC. rip 591„Susan H. 'Britt f - ; wilrt a Winter Garden, Floi,-Ildw34787 flane: ( 07).877-4-354 *: Fax: (407) 654 "7347 Flurida Certification No. 6486 INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION Id' I ANT: At b Ag.A-"zF C DATE: JOB NO; PROJECT: ,! ,AkAe— o A4,e-4of?7772xol/"lL REMARKS: copies: r_ 3 tpunqationE:3 WWI. En Column I;Er Ab Ej Stair J= Other REINFORCING, STEEL PLACEMENT C7 PLAN C.00ATION: e GONDITION61CONSTRUCTION, INSPECTED; PUNCHILIST ITEM # oT—PRUPER SIZING & SUPPORT OF FORMWORK kj--ACCEPT M FAIL jZ7 F- ROPER SIZING &,GRADE OF BARS to ACCEPT c:j FAIL, Ga—FITO__ PER QUANTITY, SPACING & LAYOUT E:j—ACCEPT M FAIL. E3---P- R-(MR SPLICE LENGTHS &:SPLICE LOCATIONS M'~ACCEPT C I FAIL, OP'ER CHAIRING $, CONCRETE COVER Ga-ACCEPT r_3 FAILuk R' OPER SEQUIRENT OF REINFORCING' Mr. —ACCEPT m FAIL PROPER LAYOUT OF POST TENSIONING TEND'O'%18. dhv—AC'CtPT FAILp. PROPER DRAPE OF POST TENSIONING TENDONS p ACCEPT r_3 FAIL, r--] PROPER SHEATHIN.G & ANCHOR REINFORCING. C3 ACCEPT FAIL---- M OTHER C7;ACCEPT C3 FAIL-- CRITERIA. UTILIZED AS INSPECTION REFERENCE-, Z3 6C_ fUR'_AL DRAWINGS SHOP DRAWINGS M- OTHER DATED: SI- fHtZ3_` S7_(0D2- DETAIL(S) ssa L__ November 4; 2019 City of Sanford 300 N. Park Ave. Sanford,;FL. 327.71 Attention: Mr; Dave Aldrich CBO, MCP=Building Official RE: Summary of Threshold Inspection Services Sanford_AuportPhase 3, Terminal B. Outbound Build ing: PermitNo. 18-003 969 Sanford,FL Tierra ProjectNo. 5111-T8-052 DearMr. Aldrich:` Tierra Ines -has been performing threshold inspection services on the,. structural load bearing.compor>erits for' the referenced project. These services were performed in accordance; with the Threshold Inspection Phan and were coordinated through Walbridge's on site construction team. "This report summarizes our activity between October 1, 2019 and October 31, -2019. During, this period, our representatives have inspected subgrade soils; formwork, reinforcing steel placement and concrete placement and consolidation in theT6116wing general'locations: Welded;and Bolted Connections Metal Framing Walls Bused on ;our oh -nervations it is our opinion the described structural' load bearing coinpot ents listed;, with he exception of the items noted in, our punchlist :have been found to be constructedin a substantial accor tadd h4l{llt04. approved project plans and specifications and as modified. byRFF§ issued by the: Str r r 6 Record. We have attached' our re, resentatives' g reinforcinsteel observation Mf®ri4l P ee George:Speake,.Jr. asoeakeAosaa.net Jennl* Tayldr taVlorAb2 a.net. Diane Erews derewsCa &aa.nef Darrel Presley Daniel.Presl,00sanfordfl;gov Steve Fiorey Steve.Florey0SanfordfLgov Greg Fischer dkherfc walbridge:com 591 Susan`B. Britt Court •'Winter Garden —FL 34787 Ph6ne'( 407) 877-1354 o Fax (407) 054-7347 Florida! Certification No. 6486' THRESHOLD PUNCH LIST PROJECT NAME: Sanford Airport Expansion Phase 3 PROJECT NUMBER: 5111-18-052 FIELD TECHNICIAN: JOHN LINSON DATE OF REPORT: 5l1/2019 DESCRIPTION: THRESHOLD INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION REINSPECTION TIME DATE 1 5/8/19 1 Set of cylinders did not meet at 56 days strength req u i rments. (attached) Acceptance from Structural Engineer required Approved by FOR 8/27/2019 TIERRA STRUCTURAL STEEL PUNCH LIST PROJECT NAME: SAN AIR EXPANSION PH 3 PROJECT NUMBER:5111-18-052 FIELD TECHNICIAN: Carlos Lopez DATE OF REPORT: 9/26/19 DESCRIPTION: STRUCTURAL STEEL INSPECTION ITEM NUMBER DATE DESCRIPTION OF DEFICIENCY ACTION REOUIRED REINSPECTION REINSPECTION TIME DATE CLOSED 1 5/9/2019 excessive gap @ base of HSS (sw13.2) (swd /swf) el. 12 ft RFI FOR Approved by FOR 8/27/2019 2 5/9/2019 shear tabs were welded @ el. 16ft (sw5) line (801 B16) also done @(sw7/swB) (801 B11) RFI FOR Approved by FOR 8/27/2019 3 5/9/2019 tube steel along the (SW1 1 /SWF-SWD) line was modiffied EI.13.4 RFI FOR Approved by FOR 8/27/2019 4 5/9/2019 Beam was thermally cut 801 b16 (sw7/swB) RFI FOR Approved by FOR 9/27/2019 5 8/1/2019 Shear tabs (3) relocated on truss 802B12,802B2,802B3/ Truss 2 connection In pod 1 SWB el. 37' 6" RFI FOR Approved by FOR 9/25/2019 3 aa TIES3F Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 10/1 /2019 SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Densglass and Screw Attachments ration of Inspection Sc Floor Level (Elevation) Plan Area: Column Line Other From Second Level -Roof level EL: (12'-8"-46'-4") From Pod 1-Pod 2 (SW1-SW-18) alonq the (SWD line) s of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: at various locations there are missii Reinsoection reauired. Reinspection Required: Deficiency Added to Punch -List; Vs Deficiency Removed from Punch -List; Vs Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: track/framinq that has not been shot/attached. r is responsible for scheduling any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 311ERRA Report of Structural Steel Inspection Date: Project: Inspector: Scheduled By: 10/3/2019 SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Densglass and Screw Attachments ration of Inspection Services Provided: Floor Level (Elevation) Areas inspected: Pod 1 EL; (15'-8"-37'-6") Plan Area: Column Line From (SW1-SW4) and (SWA-SWB) wall that extends from Pod 1 to Pod 2 along the line from (SW7-SW26. (SWC-SWG) included (East face of Pod 2) Other of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; Vs Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 IIERRA Report of Structural Steel Inspection Date: 10/9/2019 Client: SANFORD AIRPORT AUTHORITY Project: Inspector: Scheduled By: SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) EL: 15-31' Plan Area: Column Line Metal framinc Other Metal framinc It c kv V I I itI %. I- V V I vy It SW25) line from (SWG-SWP) from Pod 2 to Pod 3 Status of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s anal Information: Reference Attachments to this Report Remarks: respon any reinspections that may be Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 I }tXI.; r .sF g 111ERRA Report of Structural Steel Inspection Date: 10/21/2019 Client: SANFORD AIRPORT AUTHORITY Project: Inspector: Scheduled By: SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: ElVerification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Location of Inspection Services Provided: Floor Level (Elevation) EL: 15'-31' Plan Area: Column Line (SWG-SWT) Along the (SW21) line. This is from POD 2 to POD 3 Other Framing has been completed. "Walls" Loading Dock, Utility rom was framed, loading dock not complete. of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: _ Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: r is responsible for scheduling any reinspections that may Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Report of Structural Steel Inspection Date: 10/29/2019 Project: SAN AIR EXP PHASE 3 Inspector: CARLOS E. LOPEZ Scheduled By: Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Densglass Sheathing Screw Attachments Location of Inspection Services Provided: Floor Level (Elevation) EL: 15-30 Approximately Plan Area: Column Line From POD 1 to POD 2 Alonq the (SWF) line "Northwall" Other From POD 2 ro POD 3 Along the SW 24 line "East Wall" of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 TIERRA 591 Susan B. Brio Couri-:o 4interGaraenFlorida 34987 Phone: (407) 877-1354 o Fax: (40`654-7347 Florida Certification No. 6486` INSPECTION REPORT = REINFORCED CONCRETE CONSTRUCTION WE: NT: % / DATE. JOB_NO: Sl%I --1 l%/,/%- PROJECT REINFORCING STEEL. PLACEMENT AREA OF -INSPECTION Foundation ELEUATIONIFLOORI j ,,j z all Column: PLAN LOCATION: Slab Stair 477611: Sms j-e S%WI* oyy Sli( ILLnr'7 Other CONDITIONS/CONSTRUCTION INSPECTED: PUNCHLIST ITEM'# CJ PROPER'SIZING & SUPPORT OF FORMWORK; D'ACCEPT PR'OPER..S ' FAIL Et' ING & GRADE OF BARS ACCEPT` ROPEWOQANTITY, SPACING& LAYOUT ACCEPT FAIL. FAIL ROPER;SPLICE LENGTHS & SP.LICE LOCATIONS ACCEPT FAIL ROPER,CHAIRING & CONCRETE COVER Q-_ ACCEPT' L7 PROPER`SECUREMENTOF REINFORCING El FAIL ACCEPT FAIL:_. D. PROPER, LAYOUT OF POST TENSIONING TENDONS ACCEPT FAIL d .PROPER DRAPE OF POST TENSIONING TENDONS ACCEPT ElFAIL. P-ROPER.SHEATHING &'ANCHOR REINFORCING ..ACCEPT FAIL OTHER ACCEPT FAIL CRITERIA UTILIZED AS INSPECTION REFERENCE; STRUCTURAL DRAWINGS SF EET0.5--y% ' DLTAIL(S)- o Z RFI SHOP DRAWINGS SZp i, OTHER DATED`.- 7 ;lzt-1 REMARKS; This report shall -not be reproduced, except in f-ult without the written permission of the laboratory Copies:' Respectfully Submitted TMRRA INC Tama 591 Susan B. Britt Court o "Winter Garden, Florida 347.87 Phone'. (407) 877-1354 o Faa: ,(407) 654-7347 Florida Certification No. 6486- INSPECTION REPORT - REINFORCED CONCRETE CONSTRUCTION C CLINT:Ti•'/r`1//T l t/ DATE': ID/!s f/% fJ JOB NO: PROJECT REINFORCING STEEL PLACEMENT AREA OF INSPECTION Foundation ELEVATION/FLOOR ?LZ Wall Column PLAN LOCATION: 4jw— Slab stair ;i, S'G1 lj,S T S'Gc1/•S C%! —L Other CONDITIONSICONSTRUCTION INSPECTED: PUNCHLIST ITEM'## PROPER SIZING & SUPPORT OF FORMWORK 2-1 ACCEPT FAIL PROPER''>SIZING &GRADE OF BARS ©-ACCEPTElFAIL PROPER QUANTITY, SPACING'& LAYOUT ACCEPT FAIL r_ PER SPLICE 'LENGTHS &.SPLICE LOCATIONS ACCEPT ElFAIL PRPROPER CHAIRING& CONCRETE COVER ACCEPT El FAIL OPER SECUREMENT OF REINFORCING' ACCEPT FAIL: PROPER LAYOUT OF POST TENSIONING TENDONS ACCEPT FAIL PROPER DRAPE OF POST TENSIONING TENDONS_ ACCEPT FAIL PROPER SHEATHING & ANCHOR REINFORCING El ACCEPT FAIL OTHER ACCEPT FALL CRITERIA UTILIZED AS INSPECTION: REFERENCE: j STRUCTURAL DRAWINGS SHEET(S)3-5/ DETAIL(t) Z RFI, SHOP. DRAWINGS OTHER ' 3 5/G-5- DATED. lz/. / REMARKS-.' This report shall not be reproduced except in'full without the written permission'of•the laboratory Copies: Respectfully Submitted. MEERRA INC'; j Thls report shall not be reproduced, except In full, without the written permission ofthe laboratory' copies: . Respectfully Submitted TwR*RA INc. i k4 r y Tip. A Report of Structural Steel Inspection Date: 10/3/2019 Project: SAN AIR EXP PHASE 3 Inspector: CARLOS E. LOPEZ Scheduled By: Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Densglass and Screw Attachments ration of Inspection SE Floor Level (Elevation) Plan Area: Column Line Other Areas inspected: Pod 1 EL; (15'-8"-37'-6") From (SW1-SW4) and (SWA-SWB) wall that extends from Pod 1 to Pod 2 along the (SWD) ) line from (SW7-SW26. (SWC-SWG) included (East face of Pod 2) of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; Vs Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s rm Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required. Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 Date: 10/ 1 /2019 Project: Report of Structural Steel Inspection SAN AIR EXP PHASE 3 Inspector: CARLOS E. LOPEZ Scheduled By: Client: SANFORD AIRPORT AUTHORITY Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Densglass and Screw Attachments Location of Inspection Services Provided: Floor Level (Elevation) From Second Level -Roof level EL: (12'-8"-46'-4") Plan Area: Column Line From Pod 1-Pod 2 (SW1-SW-18) alonq the (SWD line) Other of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: at various locations there are missii screws, track/framing that has not been shot/attached. Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s mal Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for schedulinq any reinspections that may be requ Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347 r TERRA bact t Au as.f: Report of Structural Steel Inspection Date: 10/9/2019 Client: SANFORD AIRPORT AUTHORITY Project: Inspector: Scheduled By: SAN AIR EXP PHASE 3 CARLOS E. LOPEZ Project No.: 5111-18-052 Type of Inspection Services Provided: Initial Inspection Reinspection Hours Reinspection Visual Inspection of Framing Erection Visual Inspection of Weldments; Type: Verification of Bolt Tensioning Visual Inspection of Metal Decking Placement and Welding/Screw Attachment Other Floor Level (Elevation) EL: 15-31' Plan Area: Column Line Metal framing along the (SWF) line from (S7-SW18) from Pod 1 to Pod 2. Other Metal framinq alonq (SW25) line from (SWG-SWP) from Pod 2 to Pod 3 of Inspection Services Provided: No Deficiencies Noted Deficiecies Noted; Types, Location: Reinspection Required: Deficiency Added to Punch -List; #'s Deficiency Removed from Punch -List; #'s Punch List Items Still Outstanding; #'s Additional Information: Reference Attachments to this Report Remarks: Note: Contractor is responsible for scheduling any reinspections that may be required Tierra, Inc. • 591 Susan B. Britt Court • Winter Garden, FL 34787 • Phone (407) 877-1354 • Fax (407) 654-7347